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SDP202200035 Plan - Other (not approved) 2022-12-13
GENERAL NOTES OWNER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 30J CHARLOTTESVILLE, VA 22911 PLEASANT ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 055CO-03-00-000AO - STANLEY MARTIN HOMES LLC (16.278 AC) 056A1-01-00-02500 - STANLEY MARTIN HOMES LLC (1.84 AC) 056A1-01-00-029RO - STANLEY MARTIN HOMES LLC (3.030 AC) PORTION OF EXISTING CLING LANE R/W - 0.,543 ACRES TOTAL AREA: 21.284 ACRES (PHASE IIB & PHASE III - NET ACREAGE) NOTE: PHASE l (RECORDED IN JANUARY 2020) IS 10.377 ACRES & PHASE 11A (RECORDED IN MAY 2022) IS 4.953 ACRES ZONING: R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT WITH FLOODPLAIN AND STEEP SLOPE OVERLAY DISTRICTS. PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENT INCLUDE: SP1990-00103 LOD2014-00009 LOD2021-00018 SUB2015-00029 SUB2017-00099 FDP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND TOWNHOUSE UNITS) + 28 SFD UNITS (NOT INCLUDED W/ SITE PLAN) NOTE: 28 SINGLE FAMILY DETACHED RESIDENTIAL UNITS ARE INCLUDED WITHIN PHASE IIB & PHASE 111 DEVELOPMENT BUT THESE 28 UNITS ARE NOT PART OF THE SITE PLAN. TOTAL UNITS WITHIN PHASE IIB & PHASE /// ARE 173 UNITS NOTE: TOTAL UNITS WITHIN PHASE IIA: 24 UNITS (14 SFA UNITS & 10 SFD UNITS) DENSITY. ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOPMENT-6 DU/AC (NET DENSITY) PROPOSED DENSITY., THE OVERALL NET DENSITY FOR PLEASANT GREEN B/W PHASE I, PHASE ll, AND PHASE /// DOES NOT EXCEED 6 UNITS / ACRE. PHASE l RECORDED ACREAGE _ 10.377 ACRES & 50 UNITS PHASE ll & III GROSS ACREAGE = 31.091 ACRES (GROSS ACREAGE) - PHASE ll & 111 NET ACREAGE = JO. 798 ACRES (NET ACREAGE) ' OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 UNITS / ACRE = 247 UNITS OVERALL PROPOSED NET DENSITY = 247 UNITS (50 UNITS - PHASE 11 24 UNITS - PHASE 11A, & 173 UNITS - PHASE 11B & PHASE Ill) OPEN SPACE: TOTAL REQUIRED OPEN SPACE (259 OF TOTAL PLEASANT GREEN DEVELOPMENT) TOTAL REQUIRED OPEN SPACE = 41.468 ACRES x 259 = 10.367 ACRES TOTAL OPEN SPACE PROVIDED: 1. PHASE l OPEN SPACE: 4.243 ACRES (PLATTED - DB.5264, PG.297)) 2. PHASE IIA OPEN SPACE: 2.367 ACRES (PLATTED - INST.//-20220005001) GREEN -PHASE IIB &III FINAL SITE PLAN WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA J. PHASE IIB & PHASE 111 (7.870 ACRES - 36.629 THIS PHASE) OPEN SPACE A 0.489 ACRES OPEN SPACE B = 0.208 ACRES __ �� 1 , ❑ OPEN SPACE C = 1.378 ACRES OPEN SPACE D = 0.142 ACRES T ', .. OPEN SPACE E = 0. 192 ACRES OPEN SPACE F = 0. 122 ACRES T ' ' LOT L OPEN SPACE G = 0.066 ACRES OPEN SPACE H 5.273 ACRES TOTAL OVERALL OPEN SPACE PROVIDED: 14.480 ACRES (34.929 TOTAL OPEN SPACE) NOTE: 1. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. `, ', ', - - CLING LANE 2. OPEN SPACE H IS THE PROPOSED OPEN SPACE LOCATED WITHIN THE WPO BUFFER (PROPOSED GREENWAY AREA). UOLO' L�111 I I 11 .Eu 11 'MCCOMB STREET Ira - 1 PHASE IIA ; ) a �P Q J WA7ERSHED LI KIN HOLECR CREEK WATER SUPPLY WATERSHED 1 I I .... ., - - i o 1 AGRICULTURAL FORESTAL DISTRICT NONE pr: ,� 111E ...:.,:::: TOPO &SURVEY.' THE BOUNDARY LINE PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY , - .::nairi:<.i.;iS:t?i2:Y.5 I ROUDABUSH, GALE AND ASSOCIATES IN JANUARY OF 2019 AND UPDATED IN MAY 2022."''" _ ' ` ' ' " / \\, INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2022. - i DATUM: NAD 83 -•� ��.:/ ° ---� - - ZI �a -- EXISTING VEGETATION: PARTIALLY WOODED. PORTIONS OF THE SITE ARE CURRENTLY UNDER CONSTRUCTION.:, - - --� •• •. _ - 5 � OP SPICE �- .. .. .. PHASE l CONSTRUCTION IS NEARLY COMPLETE -.: .:--• •TAP osea"o-oo u`-"nwo � � �`�_ ° •` LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT ALL PORCH LIGHTS MUST •• -: `_ ,-' ..:_ :.. -... ,.:. .•/- X�__- _ �<•" � :�' :x=..,. MEET THE REQUIREMENTS OF SECTION 4.17 AND BE BELOW 3000 LUMENS. . '.... -.:'-. ::. . ':.i� - �- k ��.`•� � �s%�T{y S.� PARKING: PHASE 11B & PHASE 111 DEVELOPMENT • •-•••. - \\ 145 SEA UNITS 290 OFF-STREET PARKING SPACES REQUIRED "...... •"'• •�'• \. `, \� ,, ��))1 28 SFD UNITS 56 OFF-STREET PARKING SPACES REQUIRED Y...-=< / �__ \+` P. MINIMUM 7 DRIVEWAY SPACE + 1 GARAGE SPACE � °. �•• PHASE llA PARKING: 24 UNITS (48 PARKING SPACES WITH GARAGE &DRIVEWAY) ,,,, - \ �, '�"`'•"•'`'*` TOTAL PARKING PROVIDED: 394 OFF-STREET PARKING SPACES - _ �.. / ; GUEST PARKING SPACES REQUIRED:1 SPACE PER 4 UNITS (145 SEA X 1 SP/4 UNITS) + I I p� 0 _ /_-� rI x PHASE 11A GUEST PARKING (14 SFA x 1 SP/4 UNITS) = 40 SPACES I II I I i O O TOTAL GUEST PARKING REQUIRED (PHASES 11A, IIB, &Ill) = 40 SPACES REQUIRED I - GUEST PARKING SPACES PROVIDED (WITHIN PHASES HA, lIQ AND 1. ON -STREET PARKING ALONG MCCOMB = 31 SPACES all 2. ON -STREET PARKING W/ BUMP -OUTS: (LEXI, MERCER, HUDSON&OUPREE)= 17 SPACES 1 TOTAL GUEST PARKING PROVIDED = 48 SPACES ---- _-- L L I C�I ❑I �� �� �\ '� �1� TOTAL PARKING REQUIRED: 394 SPACES + 40 GUEST SPACES = 434 SPACES C7 TOTAL PARKING PROVIDED: 394 SPACES + 48 GUEST SPACES = 442 SPACES ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAGE, SEE SITE PLAN SHEET FOR SIGNAGE ALONG MCCOMB STREET PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES. CURRENTLY, THIS PROPOSED , El� /\\ PLAN _�-- INCLUDES PHASE 11B & PHASE Ill. PHASE l IS COMPLETE, AND PHASE 11A IS CURRENTLY UNDER CONSTRUCTION. BUILDING SITES: PARCELS 103-247 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. - _ ❑ _ _ 0 • •' BURIAL SITES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26). THE CEMETERY SHALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOPMENT SEE EXISTING CONDITIONS AND SITE PLAN SHEETS FOR LOCATION OF CEMETERY. STREAM BUFFERS: THE 100' STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLAIN: A PORTION OF THE RESIDUE PROPERTY IS LOCATED WITHIN A FLOODPLAIN ZONE AS SHOWN ON FEMA MAP#51003CO229D, DATED FEBRUARY 4, 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT. LANDSCAPING: STREET TREES ARE PROPOSED WITH THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 32.7.9 OF THE COUNTY CODE. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATION AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE, RECREATIONAL FIELD, AND TOT LOT PHASE IIB & PHASE M WILL ADD TO THESE AMENITIES WITH A PASSIVE RECREATIONAL AMENITY AND AN ACTIVE GRASS RECREATIONAL FIELD. A TRAIL WAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLAIN AREA AND NATURE NOTES TRAIL. 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO E1774ER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 4) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. THIS PROJECT AND THE MODELING OF THE DAM INUNDATION AREA HAS BEEN REVIEWED AND APPROVED BY DCR WITH THE PRELIMINARY PLAT AND HYDRAULIC ANALYSIS OF THE DRAINAGE AREA AND FUTURE ROAD CROSSING / ROAD CONNECTION TO ORCHARD DRIVE. BOTH THE SUNNY DAY DAM BREACH AND THE PMF DAM BREACH ARE SHOWN ON THIS PLAN. 5) SFA LOTS 103 THROUGH 161 AND SFA LOTS 170 THROUGH 176 SHALL NOT RECEIVE BUILDING PERMITS OR CERTIFICATE OF OCCUPANCIES UNTIL THE CONNECTION TO ORCHARD DRIVE HAS BEEN CONSTRUCTED. THIS CONDITION ALSO INCLUDES SFD LOTS 83 THROUGH 102. 6) THE SIDEWALKS AND STREET TREES SHALL BE BONDED WITH THE ROAD PLANS. 1EST ESE ; ` SEE L C,° m L J 1 L LOT OCT II -- -� 1J-J w I_ G- 3. OPEN SPACE F AND OPEN SPACE G INCLUDE 0.142 ACRES OF ADDITIONAL OPEN ', ', _ " - �_L�j' II SPACE LOCATED WITHIN PHASE 11A (BUT NOT PREVIOUSLY PLATTED WITHIN PHASE 11A). �`, �v --� _-- ---T- _ ', ( � �� I� �� 51i _'!zn y�•° �'\I e, PRESERVED/MANAGED SLOPES: THE PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEETS 2 &3 AND SHEETS it THROUGH 13. THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH `( 1 I 1 z OT- ITHIS PLAN. I-- _ - I � n ❑ z' I I \ 1 f ;� I I " � 1 I i - I I o BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET - \ I I 0 1 A I. \m r'o BUILDING SAVE HEIGHTS SHALL NOT EXCEED 30 FEET ON ANY SFA UNIT ' 1 I °• 1 ' ' `° m r. ' -, I - ` ` \\M'I I- f j -I 1 ST9Fi SETBACKS: FRONT 5' MINIMUM (25' MAXIMUM FROM R/W OR EDGE OF SIDEWALK) ' °° :.. SIDE: NONE -MIN. 10' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS 35' INr�l PHASE III HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH `, \\ \ '\ LOT -_ _ _ - - FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) `\ O _ - ,° ws `, "' - .F - ---'-- - --- I - - - -- - \ < REAR: 20' MINIMUM \V) � � "'• -- ,,, _ •�• '--- �.... __... .,.. 1 III --- _'.ir °, '. F, I GARAGE: 18 MINIMUM FROM THE R W OR THE EXTERIOR EDGE OF THE SIDEWALK \ -�.:-•:-:a\ -�, -\ -=-- .- .��" - -r-' `' " _ _ ' - , I'I : -;:: i; ---- 'I __ :� i I I � ' � -'-� N w, I i '. I ' f � , � I ..•:::.:+::::{:%y:;:.: .G' =__, _,. ; BUNG , „s.. - -`. 11, I ,°, e I'i 'i ':i:;:::`i$;:i::i:{' e. h LOT SIZE: NO MINIMUM SIZE AND NO MAXIMUM SIZE REQUIRED 0 ;;�,.•� _RPM -i �;' _- ,,, ,. L w, , es I I „ Try{` ;.,;..{; I I II •°TO, �I . 1ryY�L'■�1II I I F B SUBDIVISION STREETS: CURB &GUTTER PUBLIC STREETS n \ _J w. s BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. SHEET LAYOUT SCALE: 1" =100I NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA =1,550 SF TOTAL AREAS OF OTHER FLOORS = 2,775 SF TOTAL BUILDING AREA: 4,625 SF REQUIRED ISO FIRE FLOW = i,5oo SF AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ONSITE IS 2,925 GPM AT 62 PSI. IMPERVIOUS AREAS: PROPOSED ROADWAY AND PARKING LOT 40,620 SF PROPOSED SIDEWALK 18,200 SF PROPOSED BUILDINGS 77,190 SF PROPOSED DRIVEWAYS 23,780 SF TOTAL IMPERVIOUS AREA 159,790 SF (55%) TRIP AM RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED ON ITS 9.44 0.74 0.99 164VPD 21VPH 2RVPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (SENTER/16EXIT) (1 ENTER/IDEXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS TM 0.46 O56 1OE2VPD 67VPH KVPH PROPOSED-145 OWELUNG UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTERL/M EXIT) 1,326VPD WVPH 110VPH TOTAL: 173 PROPOSEOOWELLING UNITS (663ENTER/663EMT) I (20ENTER/66EXIT) (70ENTER/40EXIT) •TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL(llRH EDITION) NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS ROADS, A DEVELOPMENT MAY EXCEED 30 DWELLING UNITS ON A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. LA4 FL H CROZET t CROSSING O C K AYLANDS CRIANT 1w W4"` WAYLAND PA '� SITE Cra�et � Starr kt REA PARK ViLLi VICINITY MAP SCALE: 1"=2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 OVERALL DEVELOPMENT PLAN 4A OVERALL EASEMENT PLAT EXHIBIT 5 LAYOUT PLAN 6 LAYOUT PLAN 7 LAYOUT PLAN 8 UTILITY PLAN 9 UTILITY PLAN 10 UTILITY PLAN 11 GRADING & DRAINAGE PLAN 12 GRADING & DRAINAGE PLAN 13 GRADING & DRAINAGE PLAN 14 NOTES & DETAILS 15 NOTES & DETAILS 16 ROAD & WATERLINE PROFILES 17 ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 22 DRAINAGE MAP 23 DRAINAGE CALCULATIONS 23A DRAINAGE CALCULATIONS 23B DRAINAGE CALCULATIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SIGHT DISTANCE PROFILES 27 SIGHT DISTANCE PROFILES 30 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q E 1 DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN VDOT STANDARD STREET SIGN EXISTING CONTOUR 200 PROPOSED CONTOUR 299 506.71 TC PROPOSED SPOT ELEVATION 506.27 EP TBC DENOTES TOP BACK OF CURB T/B DENOTES TOP OF BOX 506, 71 TW PROPOSED SPOT ELEVATION 506.27 ew TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE 0 0 0 0 0 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT No. 35791 a 12/05/22 Z Z O J Q O a U w 0 ED can J �E■♦ z O F \ in z u ~ w N J N N Lu o 0 �A N O N N in JLu J< Q CD 0 CD N I -I I� I� W L\LB H� / 0 LU U 2 Lu Lu r� V z 'Q V J W J a- w F- w w Ln a Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 ----------- - ---- --- 3 --------�--------- _ I _--- _-_ -------- _ _ _ - - ---- ------------ --- -- \- - - - - - - --- - --- EXISTING RAILROAD " IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _______I FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN GRADING PROPOSED WITH PLEASANT GREEN ------------------ --- ----- i - - BLOW -OFF PROPOSED UNDER PLEASANT GREEN'` PHASE I ROAD &UTILITY PLAN SUB zoa 00o a PHASE I ROAD &UTILITY PLANS SUB-2019-00071 9 7 PHASE I ROAD &UTILITY PLANS SUB-2019-00071 � ' • ' ' -z 'EXISTING RWSA a2" DI WATERLINE >�'� : EXISTING RWSA 12" DI WATERLINE i' CULVERT PROPOSED WITH THE PLEASANT _ '-` GREEN PHASE I ROAD & UTILITY PLAN - i - SUB-2029-00071T0 BE REMOVED o - / i C \ _EXISTING INLETTO �w w _ w Jew w w MCCOMB STREET ROAD CONSTRUCTION__w `- --- _ -----' w =w- - w w w BE REPLACED TH -----\ ---- _`'---___ PROPOSED UNDER PLEASANT GREEN ------S42W52*E - - WIMH -^ - - - -`PHASE f ROAD 2-UTILITY PLANS SUB 2019 CONNECTION TO PUBLIC STREET PROPOSED UNDER ' NIT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-0 0 0 71 N TO EXISTING 8" WATERLINE PROPOSED WITH PLEASANTTr)A ANCETONEARESriNTERSECTION' OF BLUE RIDGE AND JARMAN'S GAF GREEN PHASE I ROAD &UTILITY PLAN -SUB-aoag-0007aD=mo' w w w—T—w S!5'095YE 10' 11&61• 000 17230' / -------- — — w w N, w i — — _ iw -- i --r / _ - --- -- ---------- �w \EXISATING ARN TO BE / i T RENOVTED BFOR USE BY PORTION OF EXISTING 6" DI WATERLINE AND - ,/ _ _ - " THE NEIGHBORHOOD / �, zo' PUBLIC DRAINAGE EASEMENT EXISTING BLOW -OFF TO BE REMOVED. EXISTING CESSR _ / _�i2 - \ l i f /'\ -D.B. 5z64, PG. 297 VACANT SERVICES SHALL BE ABANDONED. PC EN5 - --- - - - _ - - - - - - -=--'' EXISTING HOUSE TO BE / ' ' /1 ,' /-\\b',� , GENCv sep EM /sa-- <<- - .� , C2 i "` CO NVERTEDTOACLUBHOUSE L5J 2 )I \ ,.' / w FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN'bJ Cz3 / STORM SEWER PROPOSED WITH <_ \ \ ' ` PHASE I ROAD `& UTILITY PLANS SUB-2019-00071 M PLEASANT GREEN PHASE I ROAD \ ) \ / / \ . I � �!K \�'=°\ ` / 1'1'360R AL10E &UTILITYPLAN-SUB-2oa 000a \ - �'"I 56 J P CAT) ao' WIDE PAVED EMERGENCY ACCESS ROAD 9 7 , \ \\ _ / 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN TIAV T UR 9 323 6 �P PROPOSED WITH THE PLEASANT GREEN PHASE I PHASE I PHASE I ROAD & UTILITY PLANS SUB-2019-00071 AR D - - - - - v v / / / v.- CR• 30 V m ,,;3 PEg PG R 6 / ROAD &UTILITY PLAN - SUB zoag 0007a J� TO BE REMOVED WITH PHASE II AND (14) STREET TREES ALONG MCCOMB G 344, pNI REPLACED WITH MCCOMB STREET STREET TO BE i / REMOVED AND REPLACED , \ •' I I , , ��..' \ , v / / EXTENSION / I F WITH PROPOSED IMPROVEMENTS ,� \ GRADING PROPOSED WITH PLEASANT GREEN CULVERT& OUTFACE PROPOSED WITH THE LOT LINES _----- - '\ �/r \ '% ' ' ''<� ,r' - Z6& - ' ' 5 % PHASE I ROAD &UTILITY PLAN -SUB-zoag-0007a \ \ PLEASANT GREEN PHASE I ROAD &UTILITY TO BE REMOVED' '�--��-- y�g,po' \ ,' �' \\ \ '�. \ '4 � ---� \ \ ' ''�'/' � OjJ`' . �, ,' zo' PUBLIC DRAINAGE EASEMENT ® r�- � PLAN - SUB-zoa 00o 2TO BE REMOVED ' ' .° �� I \ 9- 7 / / N51'0a'5YW \ r , \ \ r A I �/ , , �C,h�¢ Vie, �k D.B. 5z64, PG. z97 zo' UTILITY EASEMENT / 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEND.B.5264, PG. z97 T 56A1-1 l� O '---__-- PHASE I ROAD &UTILITY PLANS SUB-2019-00071 \ `. ` __/ '�I',' 6" SDR-26 PVC SANITARY SEWER LATERAL N/� ILV M l i' n D \ \/� ROPOSED WITH PLEASAN GREEN PHASE I B 5 4 ___/ �� ROAD &UTILITYPLAN -SUB-zoag-0007a DR 1411 PG 3670(P STANLEY MARTIN HOMES Li \ - ,,,, TMP 056A7 01 00 02900_--EXIGINLET TO // ` \ ZONING: R6 03 ac. BE REPLACED WITH MH �I PHASE III INST.:20220005001 STANLEY MARTIN HOMES LLC ,,, __-__ #3 _ TMP 056A1-01-00-02500 -'------___ ` STORM SEWER PROPOSED WITH / a-'- ---- EXISTING CUL-DE-SAC / ,' 1.8500 ac. PLEASANT GREEN PHASE I ROA \ y M M M _ �� \` TMP 6 -35 TO BE REMOVED WITH INST.#:202100004144 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN & UTILITY PLAN - SUB-aoag-0007a s _ - ,' 3\ \ N/F RITZE , MISTY DARNELL PHASE II FINAL ROAD PLAN (SUB-2020-00226) , �•l�� III \ ' \ �� \ \` \ 62 PC 12 PHASE II CONSTRUCTION _ SANITARY SEWER PROPOSED WITH \ - - GRADING PROPOSED WITH PLEASANT GREEN °" SE LINE P. \r 20 PUBLIC DRAINAGE EASEMENT \ DB 576 PC 3 PLAT) PLEASANT GREEN PHASE II \ PHASE II FINAL ROAD PLAN (SUB-2020-00226) '� '� /\ �'a I m/ - \ D B 6 PG R6 i O TMP 56A1 1- No. 35791 12/05/22 U H XISTINGACSAS D WATERLINE w L \ J lu 0 F �— O U U m XISTING RWSA 12" DI WATERLINE � y A F Z O Q O c v \ 0 a > f \\ \ N z .Q. V 1 z i w .. t LLJ tr m . 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'''-',�----- OD STANLEY MARTIN HOMES LLC i ,' ,'0 / �,' -� = N --------- TMP 05 0-03-00-000AO / w r/'-/- -_-_ 5C , , r/ ri / X �X ri'- -_I ,t l / r/ l EXIS N / X' / / _ -'- --_,' 16.28 ac. / r X / / �'�J ' ''"a w. ST DRAINAGE _ / '' EXISTING SANITARY SEWER INST*202100004144 / /�X / / 1 " N FROM STREAM BANKS, 12. STORM SEWER SYSTEM -/' ___----__ _--_ ---- r - / / ,'y3�21� s/ - MANHOLE RIM ELEVATION /� / / --_ .. yh \`WETLANDAREASANDioo' 3• i GRADING / / / / ' �' 3- TO BE MODIFIED _ �.'' �X , , � r� r.' ��'' �'', . 1\ \ \ 1 CULVERT \ / / /, / \ /` ' \ _ _, "\,,-'---------------- -----' LU `\ -- / / ' ' 'EXISTING FENCE - WATERSOURCE i \� / \ / / \ ------------------' �'�X / / _ TO BE REMOVED ,- J h / - \ /� EXISTING SANITARY SEWER '' ,' _------ - - ' ' 15. STREAM \ ,^ / `, / 7 ,/ \ / i P' I � / ; � - ------'� � /' /' / /'� r� ° • m °/- \k MANHOLE TO REMAIN /; _ - --------------'�-- ----- / ri ---- _� 1e' r/ /9 o m ° 1 \ - '� ®-.• % 16. 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LOT LU W z mT-: m - a5 LOT =LOT B OT - LOT LOT \ LOT - �J. - _ 39 \ \ LOT O .�. :..-. .. .. ®•.® °'• •"•®®•• • m®•;m;• ®••• (WSo ATPER) ®®B° NY DA �� ��FLOODPLAIN •• �\ O� 'h •®® ° ;® m LIMITS OF SUN DAM BREACH---� \a. LOT i / l / • .... FEMA FLOOOWAY I � / LIMITS OF SUNNY DAY ..•`� m• �-NOTE: ALL PROPOSED DWELLING UNITS WEST OF DAM BREACH THIS LINE ARE SUBJECT TO CONDITION #20F T.. •® ®® ` LEA . r` ®. ®• • ° •-••..m SP1990-103, AND ORCHARD DRIVE CONNECTION ®°® \ \• \ - III IIII • ® '-•-•-•• ® • ®® • • MUST BE COMPLETE BEFORE THE COUNTY \ 1�• ® • ° ®® ISSUES BUILDING PERMITS FOR THESE LOTS. • VAR. WIDTH GREENWAY \ ®®e \ ° °\° m 'i{? :• _❑ • e e • • • ° ®. • _ _ ®• e e • • ®�..° \ • m m EASEMENT •:R \ .: A., I ! I El ❑ I ! I - ❑ �� ���� --- cT LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) \ / \ l® 0 75 4,375 2.528 110 2,374 1,387 145 1,837 1,337 180 2,041 1,540 214 2,241 1,740 \ (\\\/ O 76 4,721 L774 111 2,373 1,386 146 2,695 1,590 181 2,079 1,579 215 3,037 2,055 - / \ ®® Z' 77 4,829 2,852 112 1,809 1,309 147 2,785 1,652 182 2,105 1,605 216 2,823 1,761 78 4,601 1 2,682 113 1,448 1 1,048 148 1,886 1,386 183 2,112 1,612 217 2,022 1,521 79 4,337 2,501 114 1,810 1,310 149 1,887 1,387 184 3,154 2,033 218 1,953 1,452 80 4,384 2,540 115 1,810 1,310 150 1,511 1,111 185 2,642 1,574 219 1,885 1,383 81 4,504 2,640 116 1,448 1,048 151 1,890 1,390 186 1,767 1,267 220 1,816 1,315 ®m°® 82 4,495 2,632 117 1,812 1,312 152 2,810 1,732 187 1,762 1,262 221 1,749 1,248 ❑ / \ - ❑ - , 83 4,650 2,742 118 2,587 1,478 153 2,480 1,486 188 1,760 1,260 222 2,363 1,333 oo \m 84 4,425 2,570 119 2,415 1,430 154 1,766 1,265 189 2,466 1,451 223 2,860 1,712 _ _ 85 4,334 2,500 120 1,789 1,289 155 1,804 1,304 190 2,386 1,395 224 1,748 1,248 ° 86 4,208 2,403 121 1,423 1,023 156 1,824 1,324 191 1,773 1,273 225 1,728 1,228 87 4,130 2,346 122 1,774 1,274 157 1,846 1,345 192 1,770 1,269 226 1,737 1,237 \ / 88 4,236 2,405 123 1,771 1,271 158 1,900 1,397 193 1,741 1,241 227 1,782 1,281 \ • • ®° • • • 89 4,640 2,759 124 1,415 1,015 159 1,959 1,456 194 2,519 1,475 228 1,845 1,355 \ I 90 5,029 3,094 125 2,319 1,346 160 2,027 1,524 195 2,718 1,643 229 3,847 2,264 \ 91 4,941 2,968 126 2,315 1,342 161 3,654 2,564 196 1,720 1,220 230 4,092 2,456 0 / / I 92 4,897 2,934 127 1,759 1,259 162 2,634 1,601 197 1,723 1,223 231 1,954 1,464 \ ❑ \ I L< 93 4,771 2,834 128 1,756 1,256 163 1,893 1,392 198 1,731 1,231 232 1,883 1,--- ! \ EXISTING ORCHARD DRIVE 94 4,626 2,722 129 1,403 1,003 164 1,875 1,374 199 2,355 1,367 233 1,831 1,330 95 4,531 2,635 130 2,281 1,352 165 1,864 1,363 200 2,459 1,446 234 1,809 1,309 96 4,349 2,512 131 2,779 1,656 166 1,857 1,356 201 1,758 1,258 235 2,502 1,493 97 4,447 2,565 132 1,666 1,165 167 1,846 1,345 202 1,755 1,255 236 3,144 1,839 I / 98 4,437 2,570 133 1,346 944 168 1,831 1,330 203 1,751 1,251 237 1,815 1,314 99 4,241 2,424 134 1,759 1,241 169 2,585 1,623 204 2,545 1,495 238 1,810 1,310 100 5,081 3,085 135 2,385 1,412 170 2,592 1,490 205 2,347 1,382 239 1,815 1,314 101 4,293 2,446 136 2,353 1,378 171 1,739 1,239 206 1,814 1,314 240 3,926 2,290 102 4,739 2,744 137 1,733 1,231 172 1,751 1,251 207 1,847 1,346 241 3,165 1,815 103 2,399 1,416 138 1,358 957 173 1,786 1,286 208 1,895 1,394 242 1,833 1,327 \ \ \� \❑ RACHIC SCALE 104 1,468 1,068 139 2,157 1,207 174 1,830 1,329 209 1,958 1,456 243 1,816 1,315 \\\%%% \ eo o ao so iso 105 1,836 1,337 140 3,012 1,989 175 1,874 1,373 210 2,027 1,526 244 1,810 1,310 , \ 106 1,832 1,331 141 1,867 1,367 176 2,850 1,688 211 2,892 1,891 245 1,814 1 1,313 1 I 108 1,826 1,326 142 1,483 1,083 177 2,450 1,461 212 2,901 2,055 246 1,829 1,324 ❑ I / 108 1,457 L057 143 1,835 1,335 178 1,919 1,416 213 2,210 1,708 247 3,223 2,003 \ ( IN FEET Y 109 1,816 1,316 144 1,462 1,062 179 1,990 1,488 \ 1 inch 0 ft. 3 / N N N N Q O\ O � I 1 n O\l N LOT LOT 2 L4OT T vq V � LOT \ LOT Co\' J 43 \ m LOT 44 - � LOT ` ' W 1 1 1 5 / I ' 0! 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WIDTH PUBLIC SI H EXISTING RAILROAD MAINTENANCE EASEMENT INST. #: 202200023377 20' ACSA DISTANCE EASEMENT INST. #: 202200013377 oPeN T - - UTILITY EASEMENT INST. #. 202200023377 D-- \ - - - - INST. #: 2ozz000i3377 0 6' PRIVATE LANDSCAPE & 20' ii4E SANITARY LOT LOT ,' svAce 6 - - ---- - o MAINTENANCE EASEMENT 0 vs• =n cov92An INST. 202200013377 LAT #: 2022 EASEMENT ; „ ai - Lor L0T vta =a9 - - I ' =4J MCCOMB STREE • ' : 20' PRIVATE SANITARY INS #: zozz00023377 LOT =tfi - -- No. 35791 4a 12/05/22 �- ❑ I ❑ I /LOT LOT Lor aO,T, us ',,. �a° '-'-__>_ — - - � - _ - LATERAL EASEMENT - 2'INST. #: 202200013377 f❑ u wj U QCC a CL _ sT co U a a oL T Lvoa3r ,°s LOT ° II • zo' ACSA Q OLL- LOT UTILITY EASEMENT } \ I _ _.. - �._"".'. - vn ,Ja nq ve° vsv va= ie I 306 =•J a°a =°9 =v �� =u a0 / }� O ❑ ST. #: 202200023377 z — — OT L°T ; � q �ii \ PHASE I a OT Lor W �, W g ❑ ^ LOT LOT LOT vs9 =6° P -- �-._'f- \ // Q�Oo mr y 1 z Q O d —+-:_ -: r— — ., Lu =0G Is I - -- = l" -�� x /� Lo zo RIVAT� RAIN ' E PHASE C�`O�� `T ~ ~ f O G - - _ ll �. 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L / Lo I % / I I I ❑ O — LOT F v98 v�v/ _ \ LOT LOT LOT ' LOT =6J tn. t. y \ O - \ ❑ LIMITS O PMFEASEMENTE DRAIN 3 36 a3J or "� v \ \ \ tt E �ACSA UT ILIT \ (\\/\\ \`�_✓V�\ \\\� I \ �, E ' PRIV VINAGE I -- ❑ - LOT+ Lor =>v /LO r LOeT I I __ - --_❑ _ -- —_ — _1 � .'. a)o - I .- -LaO-69T I INENASS'TST. .#: 2o02.O426P9E0N 1 93 (SPACEA0A 20'PUBLIC DRAIN E 77 CSA UTILITY \EASEMENT EMENT #:zoINST. #: zo2z000#: 202200011333377774 STMENzz00023 ,." O i' �� � ` '3a L=o39 L°Oa• fL :` 1 L=avT a t =�! ;aj La4aT LzyigT Lz46T =aJr ''�i� y\ �, L3otLr OT \ \ \ =v \ z¢' AND VARIABLE W PUBL C DRAINAGE EA E NT LOT LOT ;°e '°q .:. '- -. _-- -- �_ J- -"' - �- OPEN _ . ..: ` _. •.. .....:... Lor mr W N N N N PHASE III „ 60 l Y YYY 3 � - f/ ❑\ ✓y~f �'- � / \ \ I I I LOT I I LOT I I 85T II 8v I I LOT I I LOT III I III I :: .. \ �^... .. 6 / ,� Lm LOT _ ,�.. LgT , x ESE I r— r LOT I I LOT LOT ''' :' .'.'' :: '' /. / `•/e� r:' Lor '� Soi �� =e \ ` Lor - - k \ LOT BB .., ............_ ` _LOTLor Lor DRAINAG 9 T. #: z 0005001 \t. L� EME / 'q - �I CY) 02200023 / LDT /NEI i VAR. WIDTHACSA_ \\ / (v�� / l .............. SPA �/ UTILITY EASEMENT " , _ - --- �-- -- -,::-. _...__,. \"'':;..':';.:.::�:',:'::::::.,:.:':... '° Lor / \ '_ � co I ......... ... 'ASWM \- -'- - I f LOT I e II \ �_... U378AQ VAR. WIDTH PRIVATE WALL & I INST. #: aozz00023377 :, �, \\ - ------ ---- - -- - ..'... ^,.:.... %t \ a / LOT \ �� \ \ / I 99 II I \ - - / MAINTENANCE EASEMENT I'I IIIII .�.. --- c_<. - - _. .. Loi '�i ® mT / \ L LOT CI - 6 PRIVATE LANDSCAPE &III IIIII�1I - -, ®®.'''i.:>. \ 6g \`"� . \ L=°T 1 ,`Q t3 y I \ J ❑.- I INST. #: 202200013377 T II I IHIIIIIIIII I� , - ®®®®® \ 3= LOT \ .. �� /� • , � - _ � '" - � a - ---MAINTENANCE EASEMEN o // INST. #: zozz000sg377- `LOT / - - \ \ / .%' / I • ° °. ° - VAR."I IPTH PUBLIC A ❑• \ - / / C FEMAiooYR FLOODPLAIN' I - --- --- --- -- _-- /-' V " T , ., = ° _ , _ °� •%/ , _ - �� DRAINAGE EASEMENT uj ,. - °, ,; ,� .,` VARIABLE WIDTH SWM ,, �� .� - • • , , , _ y ST. #: zo22000i3�y7• • -y ,• _ / 1 � % --- OFEN SPA<EH SPACEEASOEMENT I j VARIABLE WIDTH SW v V / ❑�L .. / Lor PEN ' _ • • • , FOREST&OPEN \ iolN - \ \ ` H� , ®® Lor , _ •_ ° a (WPO BUFFER) m°a s=J3Ac_- ___INST. #: 202200023377 - • • • SPACE EASEMENT '-�� VARIABLE�VIDTH SWM �3' PRIVATE LANDSCAPE & --__ _ . - VARIABLE WIDTH PUBLIC • ° • • ®®®, , ° • , ® INAGE EAS \ Lor O / // / C� 20' ACSA UTILITY (/'� / - - MAINTENANCE EASEMENT ° •SWM FACILITY, ACCESS, ° , INST. #: 2ozz000i3377 �uq�Rq[T. 202�000 001 \ 6s ✓ --5�' / / �/ FOREST & OPEN ------- I% EASEMENT • ®, , - S\ \ \ \ \ SPACEEASEMENT INST. #: 202200023377 - - •AND MAINTENANCE EASEMENT \ \ / LOT r _ - - - INST. #: 202200013377 INST # • ° • N15T. #: zo2z000i3377--- - -- -�, ` - --- _ _- __-. ,-- . 2ou00023377 ®®® zA �! RIABLE'WID. ®Q LOT _ --- ®® p\ ; -__ -'- - • AU- ASEMENT ,� ° ® \ �_ . ��':� _.._ .._ ae / FEMA3oo-YR FLOODPIAIN -- --- -- - ---- - - LIMITS OF SUNNY DAY • • - "" "}❑ Lm / / \ __ FEMA FLOODWAY • • '�' \ ':'i'r;:'.': /.. _ -- VAR. WIDTH PRIVATE WALL& -- \ DAM BREACH ®®®®® \ �.� 4, pA Tr , '+: J \ LOT LL Q u0000 _"" sw LIMITS OF SUNNY DAY -- -MAINTENANCE EASEMENT _. _.. - ----- �� VAR. WIDTH PRIVATE WALL& � SWM FOREST ANDOPEN •® \ "\ '• \ \'':,�:�::;..' A 49 / > m DAM BREACH _ -- ----- /--- - INST. #: 2oza00023377 __ - - ° ° • a" ° MAINTENANCE EASEMENT SPACE EASEMENT -2.848 AC. ®®' •• �� \ '.,?a.., - - -- VARIABLE WIDTH PUBLIC - _ - - - - - - - - INST. #:202200013377 # zozzoo 5 2 • '`�� sy'u N / FEMME" ~� ®, " ° ° ° ° ° ° ® INST INST. N#: zozzoo E\ \\ \,::'` ttl till .,\ \ / J = SWM FACILITY, ACCESS, . • ' • • ®, - --- ° - - - - - - - X NSDT. #: 202200013377 EASEMENT ° ®° ® \ ° \ i w '+-- - - VARIABLE WIDTH PUBLIC ° • ° ° ®B �• ° • ° ° ° ° ° ° ° ° • . - \ \J Ei ......... .• • ® • SWM FACILITY, ACCESS, ®�-• VAR. WIDTH SWM FA & \ -- — _ ° • • .... _ \ AND MAINTENANCE EASEMENT / ' ,::' - ///'''^^^ INST. #: zoz20002 \ \ \ I \ / - 3377 - •®®®MAINTENANCE EASE2 \ '">:: ®:�:._j. f _ H� •INST. #: 2oz200005002 ` e \ V ... I•, Lu 06 I I — _ ` : •\ J El Lu I I ACSA UTILITY EASEMENT ❑ /0 C U LLJ G ❑ I \ Z Y Ul I z ®®•°®®®.®• SIGHT DISTANCE EASEMENT / w I ❑ t - z L11 � Q O \ 0 °®®® � w �I ® PUBLIC DRAINAGE EASEMENT p I \ v D J PRIVATE DRAINAGE EASEMENT — \ • ® \ z A J I SWM FOREST& OPEN SPACE / O\ ° I ul _ _ ® \ ®•®®® _ •®® EASEMENT \ / I — L~ w / \/ ° -- LLI ❑ — _ I® ® SWM FACILITY, ACCESS, & w — w \ • LL — MAINTENANCE EASEMENT / \ ® LANDSCAPING &MAINTENANCE / / \ ❑❑ I • • ® • ° EASEMENT I ® \ WALL &MAINTENANCE / \ \ \ ®°® LLJ _ EASEMENT \ / °®® \ \ \ \ \\ \ ®® •••®®.® Q V) ❑ I - vv , (D p� ❑ I �I v v Q f vvvv C `vCD W EXISTING ORCHARD DRIVE "" �\ \ C\I J ❑ — / \ \ w w - ❑ a to \ \ ❑ \ \ ❑ RACHIC SCALE JOB NO. o 182 NO. \ ❑ / ❑ \ 80 0 0.0 80 160 360 _ 54 LEI _ \\ \ / / O SCALE 111 E C LE ❑ \ ( IN FEET Y / SHEET NO. \ 1 inch 0 ft. / 4A 24+50 15' 4 zz+p0 „o CE = \GNP (PN z +oo z3+5o p NOTES: NOTE: VISIBILITY OF ALL MECHANICAL IP) VooTSTD. ---- ROp �'/� \ i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EQUIPMENT FROM THE ENTRANCE cG-zzmv) _ 36' / OSFO CO / EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CORRIDOR SHALL BE ELIMINATED -OS% 10i ZB v THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ., •,° - NOTIFYING zo z -I-�- `-`-; _- lZ ALL . zo � i � C /Q ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT CONTRACTOR SHALL z4' z0 _ - - - . - - _ — \ � ' ROq� FF). \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING •° " (P) 'NO PARKING' (P)STREET SIGP� J P.) o SIGN P.) \ O / /S6, ROADS PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. t M - Q/� \ z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY — (P)Rza STOP __ _ / I ZS' SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH (P)'NO PARKING' N -SIGN (TYP.) - - - - SFr A k F pN \zo (°=x.D THE ADJACENT PROPOSED CURB ELEVATIONS. SIGN (TYP.) l0 3wadD I CK'° 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL c°: x °_•.__ 3 bab a '> °`x" °=x.°=1 °`"�1 39da"' ROADWAYS MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO (!` 39tlMb9 : lA1 39bad9 39tlab9 39dad2 39batl9 LOT ��>cq� ' V \ v $LOT LOT ;�„ R'ce \ INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR `� \� LOT IQ LOT " mLOT LOT " 212 ti� i> � REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING 7) 6Q o1 LOT' r �I ° LOT °LOT 210 211 I I sb �q 0 �h ti ° 18 I_ 20 208 209 sV�m DVJm 3 °ti."?cF iric ` \ SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PQ QG. 18 4 N °D $ 20 sV�ni LOT PROPER ELEVATIONS FOR CONSTRUCTION. O 3 sV�m O SVT 206 svTm �'�� db' °q qa O o sVJnl 6°=xXi) I o y e Rq / sv�m / , c Q• / sv�m °=x,=1 21 e \ a °=x _( o S °=x =1 °"" G ° s 3 LO s e+.=, / 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED °"'"' I I I / \^` TO ACSA FOR PUBLIC USE. J . al x�3a + — Il'J .x N�3G l°=x [=) (.°=x [=1 r33G r.�Ea I / i°, J7 byz� \\ >IJ3G emi N I NJ30 I MAG I I .YJ R'!� 214 \ 'y 4\� - - - - _ _ _ a. , , 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE 4 zo' REAR SET ACK - -1 / / °,+ sy�rHro OT / 9\� , STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING CRETESIDEWALK R/W R \ +'o`" o / / G \ / °a 2?5 j / / U \ DEPARTMENT. 1W i -+ -. b �i �� \ ` y N; \ PLANTING STRIP 2 I zT _ zo' zo' 20' 20, 20, moo' _ \ /tR'>�a'` �/ o / P99c �9 \ \ �1 G� \ F/C F/C z8' zo' zo' zo' z0' 6i' \ �Fc� / / / / �\ it` PARKING' SIGN (TYP.) / PROPOSEDCC LOT 3g o ENTRANCE(TYP\--- vv // / // LOT°� d�'cF V A v PHASE I o•/ A - - - - - �? 216 \ 6' PRIVATE LANDSCAPE & A' FAA \ + bEc" I DECK °' / �'r MA INTENANCEEASEMENT 8 No. 35791 a 12/05/22 - J O Ce CL CL -p, ."3 I f,i x ao•l k0i x ao9 (27 x.o'1 I DEIX \ Oj �+ rI� (� \ Z J H (=,•x.°, I DECK I \ s8, / �e` LO cv9cvq ' INST. #:202200023377 Oi \ \ Z O ¢ o 0 � cucns Lucns arx.°) °:�o( tom, A cc� LOT o p^ I LOT wens ucns \ e x LOT cucns o s� �. \ 9Ce — 35 o LOT" z LOT LOT "LOT / /� \ '` d°' O �'' / �'� O u E° o z W (n a" o >i _ 2 m 234 m 33:-m �32 %/ i ?o \ �Fc `o :6 e`°z 9R9�F \ \ \� • r 4 /\ \ Ln _ Z W g I ' . GARAGE 230 /� \ \ / 23.8 d°9 \ U) z U W (ss xz°7 GARAGE � GARAGE (¢¢'x a°) GARAGE \ \ :. Tp, °+ 6, / \re.. \ \ LOT O F W ¢ � 'I. °( (.rxz° !ARXACE /Q \ +t + > c'>c\ \' . PROPOSED 8" CONCRETE \ 10 W F w PROPOSED STOP GARAGE h� . / �o. \8 o OT vy y / m z wa - W 0("x'°( /cu o"/ + \ o. \ cc+ 0 d z ycv PEDESTRIAN PATHWAY 6' PRIVATE LANDSCAPE & / \ \ > j m Z b ¢ SIGN (TYP.) _ �/ g > b� \10. 21 ea j N o� O 9 \ \° MAINTENANCE EASEMENT \ \ \ LOT w a O W �I INS #:zozz000z in n U (7 / g, ec '9 O. \ + i > LOT <°gc9v 3377 .. 11 J J .(i `'o, 8` < v y � � (P)yON-STREET T'Lu w m - /h / 229 ocy� +or 5�� \ c+ ° 220 �� ��"d°�cc V PARKING SPACES �.. \ w O z a V :I:. zs- 5' MIN. F ONT r cq LO I o 69 2 \ /'a; �r Sd� ' \ 9'xzo' TYP. / a IT • b A W '� i LOT r b -- --�� - zo' SET ACK (P)'N0 PARKING' 'cd 228 <� '' O o. \ *t +, �> LO li / ♦♦♦ \ 12 > Lu O - z0, , cc�.'F `ao. \. ''@F' <0 6 o�vp�Rd / �.. / \ w c SIGN (TYP.) %c o 4 .° + / .. > / 1 G n L 1 \ <r 9v C \ 2 21 dd' `r/ / ♦♦♦ OT �w . ^. O `J 'a. Pq 4J � � z / / \ 'E°�c 22 � '. �o. �o, or s6, \ / /C� C T - - // ♦ L � '°° O \z' / Jzo. P' • / ♦ 13 \\ w� LOOP °� 222 /h , f \ r Y _ 226 N � 1 / ° CG-12 (TYP) P 6 ;c ) `i I a p� y� ttx t) \ �6 LO1 r \ > / c� P \ 20 2S\ ROJECTBOUNDARY(TYP.) �CF\ `PU \\C�O'AiQG _88' " R OS Oj so zo, � 225 f r i AcF F F v 5 \ \ o � I .`: STRF N ROgO FT c 2 - •, ;• PROPOSED STREET. - + L �_ i b LOT g m 2 I .;;: %, .SIGN (TYP.) r •, . , r r • \ °$J°Q , e, aS' �\ iLu ° w � , • o `'o, y r° ,/ zo s, O\� z4 33 R° rn o In .' 236 5 9 r ¢ o E/P E/P PROPOSED VDOT• ( °o \ \ �?� 3 x sy LO "b' e9 FR (P)STREET 3 - 3wa" s C'FIC O C C N STD. CG-6 TYP. r • . . ` r j r° T avD ( ), <. SIGN (TYP.) 20 , r ,' •. -. -. ,. ,r ,: •, •. 00,�(Lc923 a eb •. 2' (( ' o=,s s r • • r: (, .\ \ / 9 s 7 + - PROPOSED'NO b va 8' ', . , . , . PROPOSED 6' PLANTING STRIP'. • . •, . , . , ` . •, . -.,. .. • `. •, \``�//; : sn a `+., Ri-� TOP 3� N O (� EI w " 0 Q PARKING' SIGN TYP. I r , T LOT a : I p� I :, , . - . r , . . • r . • r , O . -vJ �•,q �G9s�38 0� "" �' SIGN TYP. ', • , < E P EIP � LOT ss, � 4 ° PROPOSED 5' CONCRETE \ \ vavD LOT 246 0.t� ' ,• •' - ,•` A .PROPOSED io PARALLEL a \<\ / \ G' N ( P � o ( ) � y, i'� / s syo I � °+- SIGNOTYPRKIN vav� .o .LOT 2LF5 7�� v��1 � � LOT L9 w n ..PROPOSED PARALLEL PARKING SPACE s \@q 2LF0 m rz3 �i , (3) urtINI ( ) ° /� / P 'N PARKINI " v ° T 24 ui \� 35 ® (� ARKING SPACES , •' • ` 8'xzo' TYP. \G zo \ , s S A'_'E.A. / .8 xzo (TYP.) , , , . . • - . • ^:. oo, ��: 30 ( ) 2O2 � 5 . �� 3 , ti r ...'.••., `.'`. •, ..r.s7i•8.9,A :� R/(y �`(P)'NO PARKING'',• `Ucs ocn (oa LOT ° _ :.'+. 87 o�♦ '.. , - `. `PROPOSED VDOT• • ' ', • . -, • ', ••' • `.PROPOSED CG-9D, •• Q h° ' G =„cns 5 N'3a \ ' ' - - l�J� �--. a > o u ti �\ �2p °r>3 - Zo 36 Cs) Q ,P FIC FI v1 n '.STD. CG-12 (TYP) , • `. PHASE III `. •'• • •, `, • • `• •ENTRANCE (TYP.)', • , • Q t 5 R ,r'' (°o - __- z + d: ' I _ - ' SI N TYP.) • `, ° } t\ o 55 - O .- I . , � , , . • r - _ , - _ , . r , , .. � LOT L PROPOSED'NO PROPOSED VDOT - • • `, �(P)voorsrD. 20' REAR N'. r� \I I STD. CG-6 TYP. :` R CE,6`.' LOT ( ) , . CG-zz (TYP) • `S A ' i .PARKING' SIGN (TYP.)":. C� - - R T W ( E • .••' � 58 zo - - b E . (P) STREET °o zo zO (o.P66 - 37 w 83' (, ,- •.... .- . PROPOS D 5 'SIGN (TYP.) v1_ /.' .. N o sl ---- 1 I : ti o I CONCRETE A _ 1 ry -�\ O PROPOSED PARALLEL` LOT PROPOSED P Ri z STOP, 59 (3) N i • ." ,SIDEWALK O \ L59 \ I I SIGN TYP. o°QP I CES 1 \' O rr . r I MAIL K OSK , , P S G x Q\ • PAR p / 4 i� :: ` : • .` ti~ K8' zo' (TYP.) ROPOSED 6' � ) � v , —C'HT IS PLANTING STRIP / �P° LOT N — _ •PROPOSED VDOT STD. WP-z • - N >� ,P. - ROPOSED'N � 6o MILL & OVERLAY WITH TIE-IN z3+oo - I , • r- KING' S GN (T �O OPT LOT N • . ,CONNECTION TO DUPREE ST. OT __-- ------ T Q zz+ p goo, Y �� �� PROPOSED CG-9D Ll O Q _ g R PROP ',; .:\ R(P) Rz-zISTOP, P 2 \ �� . / LOT ENTRANCE (TYP.) 57 � • 5 - - I 3$ PA .) �,, b O z O SIGN YP. z+o0 SED Pei BROOK. PROPOSED VDOT. ) - QJ 61 \/ % o° -_ -- c IA % f + �,R / ° F/cF Q NF STD CG iz (TYP) LOT OT W /Wj *h/ /s o \ LOT 56 / z T Lib I LOT I J , LL POSED SPEEDI» - u \ - 3 e , \ > PROPOSED NO _ 5� 9 1 T SIGN (TYP.) r `. `, -'r • `r r . (P)-NO PARKING' STANCE db SIGN (TYP.) LOT PMF� - - - I > I� •SIGN (TYP.) �� LIMITS OF _ - ,..• zt*oo _ F/A PARKING' S 5 ♦ DAM BREACH LOT LLI ~ PHASE IIA (P) VDO% STD. %-I D \ \ \ (P) SPEED LIMIT LOT / LOT 7 I H z �.:.'.` z —z6 LOT ID� 5R 2 is=x az1 e• ` " `r •LL . ENTRANCE (TYP.) ''. �. % • �... I° ':- SIGN (TYP.) O `, - - - 4° Q 5 .. , adD LOT ° - - - J 4 x LOT I - � � • .: "So vN1_ �''. PROPOSED STREET 'h r • NO o° / �o SIGN (TYP.) LOT z / LOT LOTsa�o� P I �° \\ A,(� (P 'NO PARKING' S 41 4 I. Q .' •: ��,(TYP.) 3 I I� • PROPOSED' H `/ PARKING' SIGN (TYP.) LOT ` �w ap \ .� / • �; (� w 7 v\� IJ301011da LOT 18 0 «Nouaa 74 '_° BOO �� LOT L / z8 / LOT Y U) e=( Q r �:(P) SPEED LIMIT 52 p B#N)110 I. LOT \ ;. \ ,. SIGN TYP. x° \•. ' 42 =xNoi_o wltb -`% . ' � (TYP.) '' ,yti,`�' ,Q- 1 <j / \ \ LOT � : — — — — u J » zl 73 LOT u': z9x�' Q ��C� QO QCo� . - D ' so o A �,. � � 51 O PHASEI 9 LOT ` • ` »•EXI TING CEMETERY 72 ':: �� yN \ • (P)'NO PARKING'0����� LOT LOT / •. A ' , z ul �- 2u], • r J �% z v Ln . » • , -SHALLBE UNDISTURBED ��! Y* SIGN (TYP.) Q p S� � � � DUPREE STREET ROAD CONSTRUCTION � W W LOT tyx o h°xh OiC \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I LOT �,� �\ `� \ W uj \ 71 ti T \ 30 ROAD & UTILITY PLAN S(SUB-2019-00071) \ / Q V U) \ LOT F ho° \ \ LOT \ \ \ A`- �0' >� ` LOT o �8x '' 31 LOT / �,� w hti 43 H 7 �. so zz Q Q ' `� W \ ioo+WPO BUFFER �//, \ LOT \ cJ L z — — — LOT (P) NO PARKING 3 LOT 23 \ Q ,"' 2 / SIGN�v I \, O LOT \ z4 \ \ ` J - - - - 9 TIE-IN T EXISTING --- O IN M /\ 44 ........... SEXI DO BROOK O D/KB AN �BxpO 6 G � • V LOT • � Q E \ � RAMBLING BROOK LANE ROAD CONSTRUCTION \ ' "".,,• \ \"••..,,• • PROPO ED V T STD. WP z PROPOSED UNDER PLEASANT GREEN PHASE I \ Y \ CD w O O , �"., `� LOT MILL & OVERLAY WITH TIE-IN \ ROAD & UTILITY PLAN S(SUB-2019-00071) \ \ CD O O O O ° ION N LIMITS OF SUNNY 68 CONNECT 0 DAY DAM BREACH \` \/ j° LOT ' y>45 LOT FEMA ioo YEAR O PROPOSED LOT LINE (TYP.) s 1 ` 67 ��ONSPI�� �. FLOODPLAIN (TYP.) ° O (D o o y ` P�SC Pp 09 LOT w w p p ° / \G9O A Q o W ° (D o 0 0 ° ° o - �; �� e��� 523 \ 46 a b O O = r LOT t>>< i Jos No. ` GRAPHIC SCALE o A 66 < 8215 \ 30 ` 0 15 30 60 120 ( \ SCALE e.e -- -- \ � / , , / \� I 1 11 0 30 1 X \ \ LOT 1 X O 6 v SHEET NO. IN FEET \ 5 LOT YP.-- -_ - 1 inch = 30 ft. \ - -- 5 LOT 7 C d PROPOSED'NO — — 6' PRIVATE LANDSCAPE & VAR. WIDTH PUBLIC SIGHT (P) 27ON-STREET MCCOMB STREET° SHALL (P) 27ON-STREET PARKING' SIGN (TYP.) MAINTENANCE EASEMENT DISTANCE EASEMENT - — PARKING SPACES p�TH OFF zi 3 CHANGE TO "CLING LANE" AT THE 5' CONCRETE SIDEWALK PARKING SPACES INST.#: 20220001 INST. #:202200013377 16' - INTERSECTION WITH LEXI LANE. xzo'TYP. PARKING PERMITTED IN THIS 3377 g'xzo'TYP. 6' PLANTING STRIP 9 PORTION OF MCCOMB STREET TIE-IN TO EXISTING O PROPOSED CG-gD MCCOMB STREET ✓ _ _ _ L ENTRANCE (TYP.) SCOTT R. LLINS� a' '• - a•/ - 1 DECK u;xd) C) No. 35791AI %11 a - , •'r •'•a':', `'. • OPEN-' ',�' - VAR. WIDTH PUBLIC`.' - . • . - • . ` . , • - r. •'•;. -- , -. �, DECK__ ---___ r r ,' 1 .cKo6., pi x+d\ U s '• a• - _ _ _ COT • r s - IGHTDISTANCEESMT•' -' POSED'NO 2/05/2 - - 1 pECKo, Nox c#S NST.#:zozzoo0i3377'. PARKING'SIGN(TYPJ - 1 • �.0.1 AC ` 2° � 1 DK ,) \,t * LEN W LOT I • '5PACE",'E'r • ' I `r`SIONAL E G 1 \\\ 6 u s ups T LOT 1 1 (n:3g f�Gjr "°' O 5 l MCCOMB STREEF- - MC THE r• r ' \ \ `COT 5 PROPOSED NO _ CO •' C • ` . •; . • o DECK GARAGE .° _ • `. • , • •, • `. • -n m � LI T S � I A '. •; . 2 \ sO 14 °' \,,._°, v N ' R I z2+ o 4, (56' 6 DECK,\ " \� `uT T 14 8 m 9 PARKING' SIGN (TYP) f1w � PROPOSED PUBLIC ROAD (56 fc/W �� - 5 O.B. R/w) I, i GARAGE `z - 3+p0 64 • 1 n ' a, GAR v �I T m Soo'R PG, 2 'C8P/. \. 4 S ' i 4 0 3 5 • , / op' GARAGE • ' ' �' ox `U`L"�T 1 6 \y\� GARAGE �» _'\ BAD _ !" oR Z +5o r' z5+o \GHT p15tANCE z +o zz+° GA0.AGo y ECK NN 4 SE 5 P VDOTSTD. ),rx RON _ _ �; °O ' . _ _ CG-iz(TYP) l 145 � � ' M X. - - IN ` ` • : � 2(3+ - 1 1 / LOT �44 � — - — - - — / °.. PROPOSED / �� zo' - MAIL KIOSK / T o zo _ - - - - 9 i4' zo _ 36 20 / �6 - _ - - z _ o (P) 'NO PARK ~ / DECK. '5 �43' : GARAGE, (P) NO PARKING" 6, o 4 _ o - - NG, z 1 _ ,2a� / P)VDOTSTD-� h -` — — — (P)STREETSIG P.)I M / -- NUN (I z 1 2 SIGN (TYP.) z© o ti zz CPS W_ GPPPid\ I \../ 20 —• /\ _ LOT � 41 RPGd, 2 ( ° cG lzc,vP) za 6, PN _ I zs' o J - (P)L�l'NO PARKING' - IsFT k. F Q f > N.;. .. \S / +p - - I jP) R115TOP __ - - �% U Q GE / 1 26 • _ �� 4°� ( N - SIGN (TYP.) - - I �� O �40 w' �� CLING ��� 56' RI zi R i - SIGN (TYP.) N ° x=n a b rovx=°) I I �CK 7VJ m V O Lxx LIC ROA /+SO • K (,o=x x=i 39Vab9 39tlatl9 39batl9 f.azx xg 39dad9 39baV9 (,o=xn Govx,zA 39Vab9 / l°t V G ,09 /' 20 ✓ L D k �� y 39ba ) l 3gba0 < < Q 9bav9 •, 6, ROP ED QU � � 27 0 ' I (P) Rri STOP 3°_. __) a9vad9 :�. �U , . 39vabD o MLOT I%n {: LOT ° Q c' 0S / ° L 39bav9 o ZoOOR +00 "J.I SIGN (TYP.) c°=x.=) Z mLOT ... 1 $ .. ¢n ao�*:=_) �,,..x=n L - mL L ° L ,+ I ° / °j.s�y� ZO Q Oa25a 2 / 9ead9 ad9 oLOT oLOT oLOT 8T �I a SOT LOT " 208 °T " �° n, 21d n, ' °, s"o� OT > 6 VAR. WIDTH PUBLIC /� °LOT " 18 4 IN o5 20] sv97n1 j ti O f cn PROPOSED CG- D + ° WLOT " 1$2 3 sv7m o sv7m 206' sv7m J o 9 1✓ SIGHT DISTANCEESMT 2a 5 _ zo (P) STREET ° LOT "LOT 181 SVDm " r L sv7m sv7m �°=xZ=) °`x`) / I / D 213 �� v `° Ov z ENTRANCE TYP. 1 0 _ ° 179 180 sv7n1 sv7m °=x0., o I2 °=x =) °=xK.) o o / w can z ( ) \ (P z , INST. #:2D2200023377 20 2O �- C SIGN (TYP.) m 1 178 sv7m sv7m °=x =) " °=*.c:i rJ3`) 1Ja° s l� N 77 MJ3O l7 ( A930 1.°x x.Lq ° AJ30 I I I I / : C°,d qj J 0 J O_ \ \ l I O - .: ~ NJ3 AJ30 I ei AJ30 iJ e ti V / / _ 1tl �\ ° SV7n, I,an [_) RO ) NJ30 N _ _ — _I — — I I — — / 30 / Z d' OC FRLU �* 29`0°_ / zo_ _ zO __.5 ] (P O ARKINGI sv7m °=x�.) AD20 4 - -- - - - - - - N O F w Q ° I I 20' REAR SETBACK SET SIGN (TYP.) ° x =, °.x =) ° I R/\N R/ Z w F I TAN z ° I 0 I PROPOSED S CONCRETE SIDEWALK \\ / 'o j Q m Q HT p15 i e — 3y0R tlav9 39tlatl9 PROPOSED 6' PLANTING STRIP 7' zo' zo' \ J o' N I M PRIVATE LANDSCAPE & / z I z - z0' z0, 20, 62 zo' ). \ W Q Lu — - ; ' _ MAINTENANCE EASEMENT I I F C F/C 28' 20' zo' 20, z0' - - TIE-IN TO EXISTING CLING LANE o (P) R1-iSTOP 3 3 "" ° PROPOSED'NO PARKING' SIGN (TYP.) \ � PROPOSED ,5 ° x) 9dad9 LC1T ` INST.#: 202200023377 w o z / 29 SIGN (TYP.) y - PROPOSED MILL &OVERLAY. 13wavD 39vadp LOT M z zo' zo' zo' zo' I _ zo' I zo' L �9' zb' ?o• \ Lu w �CG-2z (TYP) Qr 1E)1 T - - - PROPOSED CG-9D 0 SEE DETAIL ON SHEET 22.� + —�� I 30+00 — N� - ' °=x =, LOT o 160 sv7m 87 _ - - — 39tlatl9 39tlatl9 LOT ' .LOT °' S9 , 5tl7n, 1PaJ3) `+"^ - - - - - - - i 89 `., vE/P E/P r ENToRANC (TYP.) 1- - �. - - - - - - \ �a \ w � CLING LAN °=x 1 I (T ) 9ECK > 30+50 39tlatl9 Q, sy�n Lzl fl O N (a] x=o'1 DECK _ 6) 'fl Ol rl (4'x1°'1 (vj x¢0) DECK DISTA 3-+Oo 30_ — — 3 x' LOT LOT 57 , 1 8v� I o=x,° I LOT ml M ly- OT N ucAS °, I <.DECK I DE« SIGH r 1 ad9 1 5 , _ °9' S T 5V7n 1,°=x Lol r _ I f'o is LUCA$ hi _ \ n' ° 1 20 FI 185 p x LOT Lucns LOT wcAs wens 2i -55'•-(P)STREET A m'` L0T°' 1 �55sv�m 5.sv7n �, L.Nx3a 1 I (P)(2)PARALLEL.. om 4.� - -_: �; LOT 'LOT LOT LUCAS r 54 w- - 235 ° z LOT / SIGN (TYP.) sv7n, 1 °PARKING SPACE- e n c < x 2� m 234E 33 2 2 _ o C_6RI�VIATE TENANCEDEASEMENT N c V- " LOT cARaGE 2318'x20' (TYP.) LOT' ; " m 2 O \ p :GARAGE 1 °A ° m 20 �. O �. j:10� ` a (ssx i°1. (v xzo') : GARAGE 3 / 39 1 INST. #:2o22CE EA E I 3 uD a= , RAGE /� v W n 3 ;,„ i° + ,r�'.' zo' zo' g - - - - - W .PROPOSED STOP a=x=° ' _ xz AGE i \ 4 N 1 20 - ,. c r W 0 . 20' zo' - e p e <° SIGN (TYP.) J I X LO (P) cG 9D 20 - _ 92- - - - - - - O a m TN DI 3 L - °� o - �, / LO�t fi' =Iw s Z 1 8 4 W ENTRANCE(TYPJ I - ° ry o O o �.' O LO T �- `�^ I C 3 a6 RI NiRI 2s_ - ��9a' _ (P) LOT LOT - b I� 202 I 187 �o" c / / �/ zz9 `�� ��'��`� W N N Ncli a- x , - - LINE (TYP.) - N _ _ N w x m w o -� v. - W Q - - W / c ¢ OA+ o � w LOT o I c �" u162 �: \ Z b :A n �= ° OC,C a zs' MIN. FONTSE / v 0 N N N yy w .- 11 - V n Q N W L O N ;' LOTD a_a I 95' _� Q -m ° uo a w 0 K O' 228 � PROJECT BOUNDARY (TYP.) -o � 37 FK C II °, x � 'I �I - c � o � _ o °', LOT � -� w o,„ ,SLOT � . " --- 20 5 zo' zp, T AC �, ry SIGN (OTYPRKING' `so m y c v�i n rn , �- � si a a - PROPOSEDLOTLINE "%a I' => �76 { I I o LOT X - I- J188 ' --- LOT ° m 9s _ w - w o ° --_ F 2 I 201 lie c a1 6 + + - LOT nD o _ 3 9a' J "' LOT w ° aL0 ° 3.°+50 L9 _ I 3 _ _o - c� 5 `� I " II w � e: �I u18q (P) VDOT ry U _ 11+°p �,7• N '+,°"�e TBACK N ¢ n 175 I o " 200 N J O CG-12(TYP) i r - J 6'PRIVATE LANDSCAPE & - - -� N I �� ' 7 O 1 / ��' \� ® � n PROPOSED VDOT_ - 88' - K Ix _ - - o LOTH %a I NI I - � 93' W _ T � :•. � b STD. CG-6 (TYP. - -MAINTENANCE EASEMENT—- O$FO 0/,,,vs;, 22'x23' PRIVATE LANDSCAPE O "> 177+ I I vl LOT INSTi#: zozz00023377I PUB` C s%RF & MAINTENANCE EASEMENT ) r -. -- Roa FT om QI vl 2�' SOT 2 1 INST. #:202200013377 LOT " ° J OG O < LOTH -b o vwl 3 93' -- 1.99 I - 190 PROPOSED STREET N J �I - w z 99 - 8 2 SIGN (TYP) Ct n - o LOT o - Lnl _ - � 1 Q r 3 - I- <- r �j n ° LOT a r _ ac w „_ FC EPEP FC I ; °, - I I I o %N x � x rc r.Z n •PROPOSED VDOT \ ❑ 22 N 4 u134 a ^Q - " --- N se -= a z o v LOTS aol a o LOT'\L c+) W of - u 166 OI N I o N " g h o STD. CG-6 (TYP ), • 2° 20 2° Q LOT N oI o NI_ 93' --LL- - o F �98' - u�9l - x LOT o ° - r— " " 'PROPOSED 6' PLANTING STRIP'; • N 6' ° _• I Z - �a. 3- 2: �I _ �.x ZI " �°, - - z <-� o `n 7 LOT' <-� _ - �°, ••.n ma W ° n 1 3 , r r I � z 8 - a • 33 s K M O 2 C N Q V! A D E W I N D R SE I x,d, �' � -- - I - _ z6' PHASE IIB REA ,� 1 _ o j16T v N R/ R/W o Z LOTS ♦�o o a b F/ -F/C PROPOSEDS'CONCRETESIDEWALK �\ 20 - _ DE« LOT LOTH �.� - = - ROPo pECK N - - _ lnt'no) lri x=ol LENNOX W p 1 `. ,- _ 2 - - I � - a - N c, % O II o � 9 � ° m 1 I � 1 � '.P ' � SED (20) PARALLEL', • � N J ' N — LOT o_ eA 1]1 <x _ _ z N w <1 2 9T - LL PAR J '0¢+ • a` • ` � •' ' • � ' a ' KING SPACES _ I _ -T - I N '•PROPOSED(3)PARA' PARALLEL- •'OPEN' " 3 $ N o m 8 LOT -1-�- Q n - < "= n 8'X20' (TYP.) ' �K 1 DEa `L"�T `LSOT 1 130 1- 3 3 O 7 - o _ �, o o w> n Yo lx„ LOT a-� 51 I -PARKING SPACES , [` /�� Q J � - '♦ I a-JPA- E A.- r N N' °ILC r 168 - � .8'x2o' TYP. , Z vt* Y U ♦ Gn ( ) a n 6' PRIVATE c 7 1 o N-. x a /W-R/ U L�T 12. _ 128..m i .. ♦ -n LOTa o 91 P NO PARKING' " . �193 /•� ry p 7 co GE .0 �- I O Np In -ml LANDSCAPE& () N 1 6.. e I a`�e4}-••a�y,a' I —I _� GARAGE GARAo) _J 1 N (P)STREET 9 _ x ,�,\ _ a ^ SIGN (TYP.) J a7 �� PROPOSED VDOT'' 9' PROPOSED CG- D w UENNOT 126 �. 1 1 :I N 17D. FI AINTENANCEESMT p.. ♦. �� r - - - - o _ 9 ♦ ,,r bz' pGE all SIGN (TYP.) L0T <„ - c �„ - o En J w GE GAR 3 (n I a x n N ENTRANCE TYP. Lb 12 GARA o) b ` INST. #:zozz000i3377 w " m n LOT a. N + _ ',STD. CG 22 (TYP) ( ) 1z 5 c '1 P VDorsrD. N D R> r PHASE III J 4 m a+ BA 1_ O (P) R3-2 STOP o LOT ��Q10 Sm O ..� ,5'. O a ' • ,� ,- ' �_ ♦ M m u 9 -'�'� a•a•aaa a as `a a•a•a a R2-2 STOP SIGN - - - N a ��_ SIGN (TYPJ� (P)'NOPARKING' 94 . I `'PROPOSED'NO PROPOSEDVDOT'•: 3 5' SIDE SETBACK 8- - — � _♦ - _ - � 1 a5' M X. _ GARAGE GyR[mol — — ... / ` .. - =°i � . Y. ,; - - - - _ SIGN (TYP.) 195 A - 1 9 . •PARKING' SIGN TYP.. ,STD. CG 6 (TYP.) � (n I —I M 78 - GARAGE - rr s,.l.. ♦ e r 88, -- _ _ — / • � � / 11 (P) STREET .d ,.. r . , ,(P) STREET- w I —I + 83' I �. • OPOSED 5 'SIGN (TYP. H z5 i oo SIGN (TYP.) M a )' L b 6' ---- - o PROPOSED VDOT j vi ��( (P)'NO PARKING'. -:I I _] 20' - :• ..�. _ ''PROPOSED • P Ri-i STOP. SIGN (TYP.) 2 ' (P) VDOT \ " SIDEWALK O ( ) STD. CG-12 - ' ��a MAIL KIOSK'; SIGN TYP. Q 6 STD. CG-2z- 7 o'R N �—a i a �5 a — PROPOSED 6' a J z I z +o0 5 -26+5o SIGHT DISC -N - w _ (P) VDOT (P) DOT S�, HT ) - r z6' - " - 7 z6+00 V ry -I - S -��w .PLANTING STRIP ' ' a - ' , ' a W �- - + o- a STD. CG-2z _STD. tG-2z N _ z �. ` PROPOSED ` zo �� z7 5 w z5+50 3 �� — 16' - _ �� 8°- ------ — ° __ (P) VDOT STD. CG-9D o - z5+o0 10 ' -i- �- - —MOP PR P SF PUBI IC ROAD 144' BL r z --- -_ __-- -- - 28+0 ^'- - - - GI I oo R z3+5o 23+0 - --f --- --- ---- � \ R/� �.�� �KING' SIGN (TYP.)' i NTRANCE(TYPJ --- --- - ----' 24+50 24+00 22+S0 5°o'R �%B v r o i �+ o - - - ------ zz+ PROPO SI NG B C (PS SIGN (TYP) I W O 28 28 5 f ` - - s D RO •`. _ AN ::. - - , • r -- -- UB K � . 'PROPOSED VDOT. H�\S o _ - - (P) VDOT STD. OP N ; . � _ - �CR$r� `ENE :' STD CG-12 (TYP) 5\i -; itl IN I S N. FR, NTH - zZ D R Q -� CG 6 (TYPJ SPACE .B• • r 5° I1, Lu Q t- + ° -- ( SETBACK: ° - I O.'z08•'. • . •'. • •';' I I ' I I I I 28' I I � PROPO I - •. ;. ` `- 29 5 { I I --- - LIMIT HTDI�AN ti - - - - ) -- -- - TYP. PROPOSED VDOT • PROPOSED NO I I - ( ) SIGN (TYP.) I _ - z I STD. CG-6 (TYP J D J 5°,Z � PARKING SIGN (TYP.) . , .r . °=x °z) I I' SMAX. F QN `' � �� oo� � .. � ede _ - - - - - - • 7 •s 1 I 1 1 1 I - • I I. 39bx,nz) K ` e• • \ ^ - 1.. (oxx of • . • I ` _ 1 - VDOT STD CG gD R / z - - PROPOSED'NO 5 � I 1 � � I 1 Y � 39tlatl9 i •; „ • -- 'r `; • ENTRANCE (TYP.) \ 1 I I a' `. •.'' I I L 39vav9 :I I c°=x,o=) I I I . - - . a , I � I I a9vav9 I I (,o�x o=) . `• . I I PARKING'SIGN(TYP.) 39dad� I •�..' / LLJ w _ 1 a a 1 LOT LOT ( I 9bav9 9vav9 I / " 2 %/ )PARKING' I _- 1°ex°=) 1 I Im io I I I.. I I I I I `% `� \ °SO w Lu o 9tlatl9 1 LOT ° I 8 LOT TYPa 1 I AX'- R 1 1 1 I W r 1" 3 ; •a`. • 'r - I 82 I I e 1_ NO o Zs_M- I E°xo= I LOT O p rez s3,o�l I ° f LOT I _ , CK 9tlatl9 N I 8 53,07 CO II O° TBA r l Iw 7+ I p2,x.eJCK I ; . , . , . •; . - . .. 81 s31o� l " " LOT " I LOT J .: " �• ytl110\DE _ _ ! �==x�=, I I 8o I I � �, I LOT I ^ LOT I r I. 'PRoPosED' \ ti � - 1 I 8 s3,o7 1 ob1,D�M I NJ3G/011bd LOT Y / : (� LOT 5 alloudo I " v " s31o7ELL a` " PARKING SIGN (TYP.) \ �/ ( n OPEN SPACE G s=) s3,o7 I I o v 1 xesd 1� I 79 53107 I I 6 53107 :'I ` I, -: / I 1 39tlatl9 1 1 °� 1 s) 1 I I I I =No do' I (°x , s31o7,1 m 77 s31o7 LOT \ ? I N I xs 3°lo)lda •I (� e 1pz I L T 86 53,07 I-� kN0)1d0 \x&CRDECK (o.1J Ac) ==x�Rt) I I I 1.: =J3°/pllbd (.==x.5=) I ==x 5= (.=xx 5=, ``e` •LL ✓ rv) °� 1 rl O 1 1 btlll 0/011bd kN011dO I I AJ30/011bd I q $_) 3°I011bd / \ O/ O I- 39tlatl9 1 I Ol I I 1 NJ301011tlOd I l,ax, ° I I I I I I I 1 Ol1d GI011tld Ob110NA° #NOIld9 go) I Lu) 01011dd I sn N011dO \ :I I NJ301011bd =a NOIldO I : �• I•. • "• ` ]� N/ ° I 1 8 53,07.. x$q I zpN 1 1 z NOLLdO ♦ AJ30/ollbd I °#NOIldO NAOIOIlbd Y x,g=) I =k N011dO I =a N011dO I (z=x ) \ �'•, -I I LOT 7 I I :�_= da 1 (�zx,a=va 1 " PROPOSED=a Noudo I aJ3°/ouvuj d I I c==x,e=) I I w I (=zx e= I I zss Sq 1 8J30011 I 1 rJ300LL 1 -_ - - HT. - 6' a • • '• a ' ': I _ _ _ : I xJ3alollva / O ppp 107 1. dl N1 N011d0 I =.Np11a0 - (MAX. ) L� I °#NOIldO I NJ30/011bd I I I NJ3 xgo) Iz=x'gz) AJ301011bd ztt N011dO ". �a. •`+a` LOT \ LOT -I �1 80 53 ;J3Glolldo 1 zzx,a=) a �d1 I � `g1+o/tao =aN I I<nl I =tt Nouao - .e`µ,l`"a� `. • •``./" •' \ I I 1 1 1 wNoua ( 1 I yj3alo "�, • a• \ -I 20' REAR SETBACK ) L °/oubd aJ3°/oubeN :I - oueo alloueo�. Q Q ,00 ' , �''. '. \ PROPOSED LOTLINE(TYP. - - - I � - W • '-/•.. � \ V J z°" .,."♦ - 's'r�,' •'.L V (�'P.) - I _ _ 1 I NxJ301011tld l.x r• J L— a J. � • ,.' \ \ ffnn :I 1 1 n Nouao I 1 93� ACK - < \. " �• `. " \ LOT V � R33°lo)ltla 1 1 ri3°lo)l0 2 < ` - a, kS,0,1� ' ,•� 'T _ � �� • ` � � ` EXISTING CEMETERY ]z � W .V1: ` SHALL BE UNDISTURBED \ \ N J J T . ` •; .; .; , r . . • • ' i �� •\. •- . _ • Tr. _ � \ \ \ LOT WIDTH PRIVATE WALL & PROPOSED WALL �. \ ioo' WPO BUFFER (TYP.) ]1 MAINTENANCE EASEMENT (MAX. HT. =7') �� ° O @=@� (D PROPOSEDALL INST. #:2ozz00023377 Q (MAX HT. = WPHASE I I B \ / I 4) ioo' WPO BUFFER (TYP. \ i ' • ' / PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ \ " \ / ., (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WPOzoz000053) VAR. WIDTH PRIVATE WALL & \ \ ` �•� ` \ LOT w F- ,,..,.,. »I♦`1 �•.�.. M LIMITS OF SUNNY \ \ ] w / a .,. " 1 1 O� O O �" INST. # zozz DAY BREACH \ ioo' WPO BUFFER (TYPJ` \ .+ \ \ MAINTENANCE ° / /;,,.,,.,,.,,.,,.,,.I,_II_,I_,,.,,.,;.,_ o �� I o \.,,..,.,,. I °°023377 GRAPHIC SCALE „_,� YDAM ' / - ♦ O O ..,.,,.,,.,, - - \ \ - - - - - �,.. ,,... \ \ - - - �`�.� • ` \ \ JOB NO. ems' - ."-'tza 182154 ` �° �°' .. p° _.►_rf� i¢¢.¢�'o.n 30 15 30 60 �.` ... .. — — \.4 , \ r / .. ♦ ♦ ♦ �'l-�LIMITS OF 20o YR I I. � ► Q ♦ ��, .•,."•" - - \ \"� �" \ \ 11 SCALE / �•.♦_.♦ O - FLOODPLAIN _� �- .. .. \p /�i' ".I...�.,L\" Ilfn•♦fl�,♦, \. .fie j� .,....�, \ " .,.°.,,.1 = 30 / ��`♦♦O O .. .. ` .. .. II II:-.� .. .. /�1\ 1 in 30 ft. `� O .O U V O O p O O O ,�\ ,��, \� SHEET NO. O \ � O 6 D MW COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for Streets The followingis a list of information required on as -built road drawings. It is referable that e9 B P the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: 1. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design and as -built by labels and line type. Measurements shall be at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way, or easement must be corrected by plat or construction. 2. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the designcenterline. Distinguish between them b Bm Y labels and line type. Write the constructed vertical elevations and compare to the design elevations where necessary. Measurements shall be at frequent enough intervals to accurately portray the as - built centerline. For alignments which deviate significantly from the design, provide curvature and sight -distances. Corrections may be required for alterations from the design alignment. 3. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges for comparison. Show and label constructed edge of pavement radii for all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. 4. Culverts Pipes and Drainage Structures - Display the installed of drains structure , P �g P Y type drainage culvert/i size material inlets or end treatments inlet and outlet protection, alignment and invert P Pe O, Pro elevations compared to design. Computations: For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. 5. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. 7. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. 8. Right of way and associated easements - Label deed book and page numbers for all dedicated right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. 9. Pavement Designs Label the as -built pavement and base layers. Indicate the measured pavement thicknesses based on inspections or cores as referenced and included. Inspection reports are required for fill compaction, CBR's, and pavement applications. 10. Street Trees - Provide design and as -built locations and species. Compare to design. / 3/SG' STEEL PLATE WELDED TO POST S GROUND SMOOTH- 2-1/2' DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW- 3/4- DIA. STEEL PIN W/ HEAD W/ /B DIA. HOLE FOR LOCK FINISH SURFACE 3' DIA. GALVANIZED - _ ' 9 STEEL PIPE SLEEVE CPAINT ABOVE GROUND , PORTION SAME AS POST) CONCRETE FOOTING _ 3/IG' STEEL PLATE WELDED T TO SLEEVE 12" NOTE' DRILL A 13/IG" DIA. MOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. b t M b i4 NOTE: \ - CONSTRUCTION FIRE PREVENTION NOTES: i. CONTRACTOR SHALL VERIFYALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OFANY CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE 1 DISCREPANCIES. z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY AREAS SHALL BE A N RG SIGNS PER V NG S WITH NO SMOKING DESIGNATED WIIIVIRGINIA � PROPOSED MILL & OVERLAY. ENGINEER OF ANYTIE-IN ISSUES OR DISCREPANCIES. STATEWIDE FIRE PREVENTION CODE. SEE DETAIL ON SHEET 14 3. Q 2 / 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 23'-6". RECEPTACLES OR DISCARDED SMOKING MATERIALS PER VIRGINIA 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES ABOVE AND BELOW GROUND SERVICING ADJACENT 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR �W PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALLBE PROVIDEDATALL UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. CONSTRUCTION AND DEMOLITION SITES PROVIDE ACCESS TO WITHIN 7. SEE SHEET 2 AND 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. B. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. Zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT 260 DISTAL -� =� 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER SIGHT \ \ MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. OVERHEAD OBSTRUCTIONS LOWER THAN 23FT 6 INCHES; THIS ACCESS / io. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS MAY BE VIA PERMANENT OR TEMPORARY ROAD BUT SHALL BE EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER ri. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY i, 1985 MUST HAVE AN ASBESTOS SURVEY CONDITIONS. PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE ` S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE V 1 ALBEMARLE COUNTY SERVICE AUTHORITY. BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS i. ALL PRIVATE YARD DRAIN DESIGN INCLUDING INVERTS OF THE SYSTEM SHALL BE 3 ( ) ARRIVE ON SITE. PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN VDOT NOTES: ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE 7, FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE / ROADWAY FROM FLOODING OR DAMAGE. APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR TIE-IN EMERGENCY ACCESS ROAD TO EXISTING 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT.CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN ' EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL EXISTING DRIVEWAY SHALL BE MILLED AND IS REQUIRED ATTHIS TIME FOR THE IMPROVEMENTS ATTHE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS OVERLAID WITH NEW PAVEMENT. 3. IFATRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA ' ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. i SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL , COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND LOCATION OF REMOVABLE \ BOLLARDS & KNOX BOX FOR_ • • / \ • • SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE \ EMERGENCY ACCESS ROAD SEE DETAIL THIS SHEET / \ MARSHAL S OFFICE. \PROPOSED LOT LINE (TYP.) � 0 W -W PROPOSED \ 22'EMERGENCY ACCESS EASEMENT 20 ODECK h n-f x,°� 0% .. q �� CO I DEa OS ` O " A5 OT LOT I I(fbT C) 120 I 1212, 11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. / / ♦ 2° , / \ =i I I un 11 -o oa GARAGE GARAGE No. 35791 a 12/05/22 ■vil■l z O F a U I. Q t � r O s6' on C w � to J DECK ^ O F L ^\ to z s s / � W 0 L / \ \ \ . • -- .. LIMITS OF PMF 16, L�\t�� LK DELK '1 5 I ` , m pAC GARPGE • GA0.PGE l'+i xx° DAM BREACH R DE _ \ �O-LOT (1 ° R 0`esOT 118- \ • • • 8 *pP'�, \„x>d, `ENNOX `UC LOT 117 -a+ 1 �% p^ • f II 2 / / ' V PROJECT BOUNDARY (TYP. d 1 • aE Ri \°�" vUCCT L[1 ].16 \ 2 • \ �_; �(;NN°X 115 RPGE r AG xo O. 20 `"SOT LOT 11-4- \ \ CSQT 3 ° \\ \ \ 2 /°' \ �CSOT\\ \ \ 112 11 Gm GPRP /1 E ' 26 0 o GE GnRAi >_ / \ PROPOSEDVDOT 2 \ "DELK, "' \ o ISTANCE-2 \ \ STD. CG-6 (TYP.) tib o / \. r In'*' �N \ 0 111 •CPR °� GAn.=°� zb - DELK°1 �ENNDX l�%`L L)T 11Q \� \ \ARPGE, lxix / _i - ! ^^\ 1 \ ZO ;:: � .Ts•,n • e _ � �z9 of LOT�- \ PROPOSED 'CONCRETE SIDEWALK \ w*' 109 0 ;_ SVP d P VDOT o+°o \ S � p�r'� O 3 I'l --- px GPRP / x,°� u�T � CG-iz (TYP) , \ PROPOSED 6' PLANTING STRIP DECK 6 107 GPRAGEI zo 206 o+50 - = \ \ _ .- - - - . • , • �ENN°X �U�E V T GPRA ,° 1 - - _ R 3 , . , . • LOT -N GE Tg Ito o � \ PROPOSED'NO \ ' -•' • GPRAGE ✓ _°° dP)'NO PARKING :I \ PARKING' SIGN (TYP.) O�h,o „°, " PX' R o 26 / _ Q(�li \ • • • • . •• - • ` -.� \ 03 : `N 1 \" 2rJ ",�'( / J - - - SIGN (TYP.) \ \ m GPRAGE APROPOS G-9D ENTRANCE (TYP.) 1 P) c.' ;; . . . 1 GPRAGE „° +SO ED C ENTRAN \ (P) VDOT STD. CG-9D. • '\ \ \ \ • :::.. . • :�. •�.- .'3 E/N•T•w/ R'. A/NCIE (TY/P.i )`', P\1 \ VDOT oor sr6Dtla. tic=6 G _- D PROPOSED'NOARKING' SIGN (TYPENTRANCE ( P NO PARKING' GN (TYP.) SA \ 11 ', 3otlav6LOT 89 s3 LOT taro i , • . . •. / / ! r� „ �.^. ... ` . 6 .- .. , 9Q Lst lolltla o o,^ LOT I Ou 33+0 (P) U PLANTING z5 MPX•K \otl do L \ \ allouao • . :. s" / \ R POSED N -\ gpC 9 e= . • • . • . , • . •• • . • ' O n � N � / - � � / E"Ill")-1 \ NIdl91I 1\ r03G06tld . ` . •.. \ \\ uw 1 .m ! n / \ \: STRIP /tl\\ \\ \\ LOT \\ \\ SOT1 \ \\\ 3 \\ gN011d0 02 °•' P o o \ OT PARKING' SIGN (TYP.) o, +S° ✓ (P) S CONCRETE \\ \ 5 zD \ pW3 / 2 9 O / tl q a8' \ - . . - , • . . f i / / w° / ' oca \ to i�NS \ �N,d�9 \ \ is=xs;lda r�3No\1a° - \ x. \ • . •- . . • r / (P)'NO PARKING' \\ / \ y6 LOT \ °� 0��,i 823NOud° :I \ 9 OPEN SPACE 'I' \ - T \ 4+ a 9= q K . i- 50 / 'Ian . . • .' SIGN (TYP.) / / o �zz*o11da \ \poro\lya \ ♦ . •- . •. a'. •, . • (1.12 AC) . •• . •. • �a .` 44 .FR / 1 .. \ \ \ \. \'M \ 9f} a Lp � 3 NT \ \ \. 101 // M-r o 34,00 \ 4 IBPCK \ nd LOT \ \ \\ s` \ , 2 PROPOSED WALL `' • ` -'•� `\\ i.. // T` / \: 39 1P. x51 69= ltla \ JFs p\ltl \ 310 O r Ld - ` . . • . • .� 95 w ; -6')I. , - . •-. •. •-. •. `-,•'✓. nos O - • j . . . . a\ 6 \ , -• ,• • . • . ,• a .• •• • ,♦ .` . • ,: .• .- a .• • . ./ / / ii 1 \ 30yatl \ tT1, z 5`lyd �'zq No\ldo - " C "100 LOT • . - , : _. , " . , . . . , . . ` . , . 'e. . a o QJ\ .qNLAO t, � -VAR. WIDTH WALL &' ••. • • • • a • a r a• •.A R� - . • • , . . • a � •. LL • , . " . . . . . / a 46„ N -'• i °zxA \ � l=''*'81Na I '\ •` // - • . • '. ' ' / j \ - a =I n r3 ollao - \ , MAINTENANCE EASEMENT• \ S ootla \ r INST. #:20220002 / LOT \ \ p L LOT yy:� s3�p7 \ v03o DodoG A�rr'•�••' 33%%•' �: \ a`✓ '.\ oo-n� y /.'' 39tlatl o 97 . 100 a / I \ D O LOT a / `\ r `✓ 1 5 PROPOSED'NO+ z J \ ED ST RMWATERPR P S1.W`aJ /11 4 i . PARKING' SIGN TYP. 9 8 MANAGEMENT FACILITY'B' \ N N o\ 1d 1. v a / / \ m I 0 3 D \ o +•SEE VSMP PLAN FOR DETAILS*0-' •' • ✓`' 6./ D WPOZo2000a ( 53) O tl d PROPOSED LOT LINE �¢2x _ d •" \ *� ao ro3 0 � „•° "• VAR.WIDTH PRIVATE WALL N \ / PROPOSED WALL \ v° i \ • MAINTENANCE EASEMENT'•'• •'1 •' ' 2 'PRIVATE LANDSCAPE &' \ •'s 0 3 \ e / / •` 1.s4 4° . - \ i d :u MAX HT 6' t' 0\1 - /.' u� ( ) ".,,.,,.,,. \ INST. #:2022000i3377 / ".. •'{ ••MAINTENANCE EASEMENT.•` \ x33c - � i . 1 • .,,.,,.,,.P• \ •��" • \ ` .INST. #:20220001 sq NOiTd - / i , oI'. / . .,,.,,.,, \ ,►. '/ 'd O° OZA _71- Zoo' WPO BUFFER •,,. _ / O \\ t \\ / // / �� ,' I \ \.. \ .\ �,.' .,,.,,.,,•" \O \� O \ 0 SJ/ �J LIMITSOFiooFLOODPLAIN YR \ \. •,.•^ LIMITS OF SUNNY \ .°.. i „l �� AM O I OPEN SPACE H \ / Zoo -YEAR FLOODPLAIN �° .,,.s° .,,.,,•,,.,,.,,.,,.,,. ............ ;,.,,.,, \\ \/ VAMANITTENANC MAINTENANCE O .. / \ .. �W R) / DAY D BREACH O DTH PRIVATE WALL fl / INST. #.20 G./ O O \ / \ o � o o PO BUFFER) /. � O O zz00013377 O 5.273 AC o 0 o \ •"."." / Y i / 0/' PROJECT BOUNDARY (TYP.) / EXISTINGSTREAM l . / ` Rio \GRA C SCALE VAR. WIDTH GREENWAY « . \ ° \ 30 0' 15 30 '. 60 120 \ _ ASEMENT / \ .. ✓ ! ° O O -O ° . _DB_5537 PG.745 p O\\ // l ///% 1 inch = 30 D * 1 o tea, O o o `O '9-z7 O' 0 0 n O O O O 0 & o 0 0 �O O O O O 0 0 / o o � o 0 0 0 9�� o 0 _ZLo,o-® 0 0 0 N N N N Q O\ O CD 11 n Ch N 66 A ti cy ) cv� Cn N t I n D C. Z LLU U U) CD CD N z I --I 06 < co 0- LU 0 Q Q J 2 LU LU (�0�I� `J z V) LU J a- U w F- 0 LU JOB NO. 182154 SCALE III _ 301 SHEET NO. 7 7 7 : : • ': D 8"x8"TEE ROPOSED 8" CL 52 DI WATERLINE I WATERLINE w PROPOSE MCCOMB'STR ET &(i>-8"G.V. --- w �w r _ - w wow_ �_ -TIE-IN EXISTING 8" D PUBLIC ROAD (56' R/W) — _ INST. #: 202200013377 _ -- XISTING 8" DI WATERLINE w w w O _ —w_- i�—w —w — zs 5 ?5+° z4+50, +-- - �3+00 zz+so - M - GRAPHIC�E ?4+0o z3+50, i `\\ 3 2y.O° \ �2• \ 30 0 15 30 60 -� 41 NOTES: ( IN FEET ) i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 1 inch = 30 ft. .PROPOSED WATER _ - 0 CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES 732 n PROPOSED WATER SERVICE LATERAL (TYP.)- - - + b -� - - - -/ BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL Ip :�� I SERVICE LATERAL(TYPJ i ! � - - - - - - - \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE - - PROPOSED FIRE HYDRANT - - - - - - G � �' OR PAVEMENT BEING PLACED. ASSEMBLY w/ 8"x6"TEE PROPOSED A ER �Q z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE II s SERVICE LATERAL (TYP.) �s � �� 2 THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. LOT �6' 10 `r% 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND LOT LOT LOT I I LOT LOT LOT LOT LOT \ ° o �s �F DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING LOT 182 1$3 184 11 3 20 LOT LOT LOT 20 210 211 / 212 \ G, ji % FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY 180 1H1 II 5 206 20] 208 9 LOT \ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. w ,3a /� SCOTT/R. Cb•LLINS'Z No. 35791 ill 12/05/22 _i zo' ACSA UTILITY EASEMENT I ° I 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. '^ I MH- i 23.3 LO y S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INST. #: zozz000z ., � 3377 - 44 I�- II L III { \�l / \ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Z o a c I zo' ACSA UTILITY EASEMENT -- _-- INST. #: 202200013377 S D / A H 3 \ 21 r V` -- - _ - I S PROPOSED8"/SANITARY SEWER \ ` j xx- .4 WLOT �+ w -m j I: - - I�l� -- =\�\ 5 \ \ / / LOT PROPOSED WATER �/ W 5 PROPOSED SANITARY SEWER' —\ \ / 216 SERVICE LATERAL TYP. / ` y A ( ) I1.85� I i -, IJ. ¢ SERVICE LATERAL (TYP.) \ /' \ o 3 LO2( ) I ��� �vvv / ' LOTS✓ �y - PROPOSED 8" CL 52 DI WATERLINE = u o 11 LOT LOT LOT ) \ \ \ \ \ \ LOT LL, _i3 235 2 LOT LOT ) v �vv v / 217 I cJ.3 234 33 2 2 LOT I 186 3 Lu a¢ �` 3 231 2 > v 3 v v PROPOSED SANITARY SEWER , PROPOSED WATER SERVICE LATERAL TYP. __ / I I 1 LlLOT I i � I °•, i � MH-40 -- PHASE III \ \ V � � SE�CELATERAL (TYPJ C#SA: zUozTILoIoToYi EASEMENT 187 L2OT \ \ \ A\ \ .° ..o' ACSAACCESS EASEMENT 19 AST. #:zozz000I377 -1 __I / 2 29 v v v / .0 IF LOT s -r t -- 1 _PROPOSED WATER \ V \ S A A LOT / / f - J j O c a � a Of 5 0 3g W D H i ¢ Q) J z I LL i SERVICE LATERAL TYP. L zo' ACSA UTILITY EASEMENT / 10 188 &(i)-8„I J — ( OT z2o \ / / - - PROPOSED 8'x8"TEE °°° a � - - - /I 228 \ \ INST. #: zozz000i3377 s e' ° > 11 N N N N W N N N � G.V. � � � I / ` - LOT \ \ \ \ LOTS \ 1 . , � y ' ;_°.-_ I I I I LOT I � W 18 -i �w Wow p /� A 22] v v v v v �� 221 41 EXISTING 8" DI WATERLINE LOT // \ S \ Lp \ O��o`�6�6� \ \ LOT 22 PROPOSED SANITARY SEWER- / 222 SERVICE LATERAL (TYP.)- EWER LOT ROPOSED 8" SANITARY SEWER \. s \ �� C /� �, M I i�l 190 3�XrO \ LOT / \\2 PROPOSED WATER — i L9 /SERVICE LATERAL (TYP.) -- I �`.*REMOVE PLUG &TIE-INTO8"\ \ 22LI �\ i \ \ LOT 3 DI WATERLINE PROPOSED / l . ",UNDER PLEASANT GREEN PHASE' LOT / , • , •\, • L / 2ED�SS\' O�PROPOANITARY SEWER 9 o zA FINAL SITE PLAN I - - I o . • `. • - - . - . • . •.. •_ . •� ;,> 1� • \ 223 / SERVICE LATERAL (TYP.) / ..\ I 236 — + •PROPOSED 8" CL z DI WATERLINE ' ' o S f I --- _ • ), • ': • `, -'• • ', • _5 - .S, o \ ° ' FIRE HYDRANT ASSEMBLY PROPOSED UNDER \ � / Lpj / / � - � - PROPOSED WATER \ `o � � � � O J I LOT 3 I I ,`. . `. `, '• '• �,`. G PLEASANT GREEN PHASE zA FINAL SITE PLA \ \ / SERVICE LATERAL (TYP.) LOT i •PROPOSED WATER SERVICE LATERAL (TYP. /L OQJ \ PLE (SDP zozi00074) \ \ j , 237 LO PROJECT BOUNDARY (TYP.) 33 192 2s9 Ci0 \ — OPOSED SANITARY SEWER r zo ACSA UTILITY EASEMENT , • , • , • , - (.,j 9 B� 2 \ / �'' a- \/ 2 8 Y� MLu SERVICE LATERAL (TYP,)Imo`—' / \ r b TIE-IN TO EXISTING 8' PVC SANITARY SEWER WITH A OT - , 3 • . •, . •, . , . ,INST. #: zozz000i3377 . • .. , . , . , . � . 2� 09 �f`% �/ / '\• ' L O1 \ O� / i EW MANHOLE. PORTION OF EXISTING SANITARY LOT LOT ` ` 3 � � �Pt`�' `�O ti 90 etc \ \\ \; /-_ i, / 23 ( SEWER AND EXISTING MANHOLE TO BE REMOVED. �47 N [`� LI 1 �*' .� oo�� z� / / ,\ 9 LO LOT 2 6 34 O 93 ! SPA: �. 1 t 1 4 �'. M H C)7 0 2 O PROPOSED SANITARY SEWE r@ — PROPOSED WATER SERVICE LATERAL (TYP.)- ♦ : •', d) \ 4 Q 2 ( . •; . `io. $� x.; `:•;:•,'.• . � � � j m LOT 45 \ � — N ♦° 4. S. Ei . • `. • `:' �•� \' \ n LOT SERVICE LATERAL (TYP.) MHz - • _ : `.': `. - : \ / F- N LOT 7 V \ .' 2o' PRIVATE SANITARY • w QT 244 LO J o REMOVE PLUG & TIE -INTO 8 DI WATERLINE PROPOSED 1 O I 194 m LOT 2 • `• \. • `, LATERAL EASEMENT 43 I I 8"x8'4TEE & (3) - 8" G.V. UNDER PLEASANT GREEN PHASE zA FINAL SITE PLAN / zo' ACSA UTILITY EASEMENT' \ NST. #: 202200023377 ¢ o �42 35 Q ♦ �J TIE -INTO 8" DI WATERLINE PROPOSED - -i f PROPOSED UNDER PLEASANT :. :• ' INST. #: zoai000i3377 �! I Cr 0 41 WT GREEN PHASE 2A FINAL SITE PLAN = : - �,PLAN'I 1 0 - GREEN PHASE zA FINAL SITE • -' � ♦.r (. G s �` -Ld 2 PROPOSED FIRE HYDRANT' „ x° gm 3 — -✓ •8 SANITARY SEWER PROPOSED UNDER o 5 ASSEMBLYw/8"x6"TEE - N MH_�9, ` a I O i N• J LEASANT GREEN PHASE IIA FINAL SITE PLAN.' g° CL 52 DI WATERLINE PROPOSED UNDER \\\ (SDP zozi00074) LOT _/ _ �:� • 0 zR�C@.g'. MH 54 \ i o •.PLEASANT GREEN PHASE zA FINAL SITE PLAN -L. • - _2.} M ,R��' •' •' -' .• . . .•`.' • • .•,.• (SDP zozi00074) - � 59 // _�.�' ', .••. �N / 5 , ,• .r v. � (n H� + — M --FIRE HYDRANT ASSEMBLY PROPOSED UNDER i • -� i- t . ( � I Lu z3+oo I M PLEASANT GREEN PHASE zA FINAL SITE PLAN; •', " />.''/ / LOT 5 zo' AND VARIABLE WIDTH H-52 '? — MH-53 LOT ~ z zz+SO io+oo �M (SDP202100o74)- ,.:. OQ ��� 6o // / ACSA UTILITY EASEMENT �4 zz+ �M :-\yoo . • INST. #: zozz00005ooi • . Lu zo' ACSA UTILITY EASEMENT J -- oo • ,.•.• .• .• .• .• � � LOT J O o° 'UTILITY UTILITY EASEMENT ' p o 00 - LOT INST. #: 202200023377 d. 8 ILL 5z DI WATERLINE PROPOSED UNDER �M ', `:. :. :. 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LATERAL EASEMENT \ " PROPOSED WALL ` / 3 •., L9 PROPOSED STORMWATER — .,, \ ,. INST. #: zozz000i 77 97 \\ �N':`'. _ QV „ ♦. \ I _ \ ` 33\ `\ \ r (MAX. HT. - 6') / O c MANAGEMENT FACILITY B -,,zo ACSA UTILITY EASEMENT _ 1: P. LOT \ - ' \\ \ J - ♦\ I INST.#:zozz000i3377= "`' \ PA'C£:t' / J ` • SEE VSMP PLAN FOR DETAILS \ �. �. \ i _ d s \ f. 8 / I L 9 \ �:' ='� OT �i ��'• • 8 RL ' WPOzoz0000 1 1 •� 37 \ 5 I 3 i Q - C `1 O r w ♦ —---- - - _ - 'on 1 . / PROPOSED WALL"�, w o •.,, _ VARIABLE o♦ / \ S /' ' // SWM FACILITY, WIDTH ACCESS, AND �-w„�, r / - oo' BUFFER.......... • Z o Lu O �� \ \\ \ / �, [ \ \\ .,,r„r MAINTENANCE EASEMENT O O O O. O O „ O „ \ \'• / / w 1 ../ M �„ / i \ \ .,,.` �.Lu / INST.#:z0zz000i3377 O (DCD p p ., \ .\\ \ MH-EX-9 , \ o. �% Lu w z ° O O O ,, `w \ \\ .. \ y / / .. ioo YEAR FLOODPLAI �. \ ,,.,,."-" O \� O... 6 \ y/ r,. 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PER ACRE, OR 1 LB PER 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYP.) _ - - - - - w I 01 �— c\ - - - -� — — \ SCOTT R. 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V �' ' <I o �"' W' 4\ WITH A NEW MANHOLE TOP / �' / E w LOT I o o ° LOT 1 LO "' \ / / O LOT LOT LOT \ / ¢ Ti LOT LOT 18 I o=o — LOT LOT °° �' �`" / ¢ f > 3.8o 183. 1 � 4 3/ n x I- - 205 LOT 208 209 210 211 / I7`I 212 Q y 0' °� X-30 1 \ / / V) 3 PROPOSED 8" HDPE ROOF/ o m 3 N o I 20G7 / I / FOUNDATION DRAIN SYSTEM I 10' PRIVATE DRAINAGE \ I O 3 ��i�*'Qz• ''.__ ( 1� \ / - / / Vl °� Q N T w > h I EASEMENT / O / / / O INST.. zozz00013377 / / F' �� RF-25 I8 / / O ¢ O xi w _ PHASE III - _ — — — _ _ _ _ 20' PUBLIC DRAINAGE EASEMENT �Q� / 5.z5 \ \ \PRIVATE DRAINAGE � / / / - _- -PROPOSED 1z" HDPE y \ PRIVATE DRAINAGE 748 _ _ - D.B. Sz64, PG. z97 C/ / / / \\ ��\ ' EASEMENT, ,_ U f 752 YARD DRAIN SYSTEM h 1 QT (y7 \ m F 5' 7p 0 _ _ _ 7 6 \ �� 21 X ` o INST. #: zozz000i3377 \ / / \ ` / / / P, ' H cn O ? O Z 9 EASEMENT. _ / / w m h0 NST. #: z0zz000a3377 yp- 1 7460 7 ... _ _ - - \ 5 / 3� \ RF-z4A \\\ \ \ i \ / \ / / �• z _I 0 _, CL gw - 1 t - / - _ 7oA - 742 _ - TIE -INTO EXISTING STORM SEWER WITH// / 1�cy \ \ PROPOSED 8" HDPE ROOF/ / / \ 1 / H O F w ¢ ce 40.5 PROPOSED DOGHOUSE MANHOLE " f ,� �/ / QQ / X,o FOUNDATION DRAIN SYSTEM / / I / / / �/ / �� j a m a RF_1gA / 45.00 O ' / \ 46.0o LOT GAR= 0 I I °n7_17 YD-8D _ �� _ YD-8C \ // lr 61 \ / �? _/ / \ / / W a m ¢ LZ7 / 747 I I YD-8E I 73 ti �� 8 �/�LQ� � / i, PRIVATE DRAINAGE r� 18 ROPOSED DRAINAGESYSTEM , I \ \ \� / PROPOSED 22" HDPE 216 �' \ \ l \ \ / / / / O z EASEMENT S ,SYARD DRAIN SYSTEM 0 Gj \ \/ / / - a W LL LOT \ 737 O'3 \ // \ \ / / //// �� o m -INST. #: zozzoo013377 LOT \ \ +I LOT-� 745.6 Soy _ 2 LOT 2 LOT LOT \v ti \�k 21 �� �3' oo / w w / ? ,,1 k PROJECT BOUNDARY (TYP.) - - // / / FE=746 33 ci 284 33 LOT 7 \ \ / \ I — / / / / / > / 3 7t}4 m T m m 2 2 zo' PRIVATE DRAINAGE I / 186 I II � m D m T 2 1 EASEMENT ._.. �� 377 736.50� 3 INST. #: zozz000i ti• \ /` / G R= LOT E=7454 1 g — I �� W °� / 5.67 \ PHASE III �',1�p. \\ ". YD- D 18� - - / N I\ {o LOT TIE-IN TO EXISTING STORM STRUCTURE - -- - - �.- �\� \ 74233 LOT FE= 5%_ 3 _ I- - \ \ _ i RF-zoA 9 \ \ \ LO �� \ PROPOSED 8" HDPE ROOF/ RF uA� _ - - - - ,,1�g.�gSW -, \ PRIVATE DRAINAGE FOUNDATION DRAIN SYSTEM - - _ - / \ Q� 1� z$ \ \ / .5 •� \ \ EASEMEN I T- - - - - - - zozz00013377 - _ l/(\'• . \� _ i" / 11 W N N N N PROPOSEDB"HD , � w-FOUNDATION DRAIN SYSTEM' G 6 2 1 �.,1'z _ ¢ o 0 0 0 I I / 18g i40 - .._mow 1 / Q-..1''• 22� YD-8A � � \ / •; � 'h •^ -'---- ----- ,s- / / LOT � � � � N z' HDPE RF 19 . O \ � w '. � • Z46 � ��' � LET J / oo S \ \ LO RF-z4 • ' REPLACE EXISTING DI- B L=8') 10+50 - o .,1' '` `'� 226 \ \ 222 / -' > .,� • `\� WITHANEW MANHOLE TOP 12 \ \ \ S \ / F RF-z3B \ \ EX-z6 TIE-IN TOEXISINGSTORM 5TRUCTURE� \Y` GAR=74 .00 .. RF-18A Q S 225 2-4 o \ / ^� ��d Z / / I\ \ CCO B STR TIE-IN TO EXISTING STORM STRUCTURE I I 90 I \ E T 1 _ I'. •� 73 h ��• ' . / J ti IC STREE / PROPOSED 8"HDPE ROOF/'>, ' — — PROPOSED 8"HDPE ROOF/ , . •- . • • • , , � �`Y-�,A 22 / / / • . < � � � � Z / / G R=739 $3 FOUNDATION DRAIN SYSTEM FOUNDATION DRAIN SYSTEM I I I 3 _ , , • , • \ •�• / n ^� \, ,�: RF-zzA zi / f� / LOT FE=74o.go 7 If } `. 734'. `. \�♦l° \ 3ti / LOT / / ,^� ^� \ -- RF- z A \ / 1� 1 1 .. o , ' . • `. . • ` . • ` • ' • ' . • •: ` 74 F-'.1 �,S �1 y C`7 c (�. I :. _ o •.zo'PRIVATEDRAINAGE- \ 12x �1 3ti 3 22/ ",• \\ \ �•,�� Q�' i^� .� \> f"' / ® M 3`� e • r... \ \ L '^ O '� RF 2 �� - 0) li I G R=738 0o s N� : .. • • ',INST._#: zozz000l . • . • . ' . ' 'SG \�10' PRIVATE DRAINAGE ' <v 3 / > LOT 3377 73 \ 1 f \ \ C9 I ^^� o. 0n \. h.. � � EASEMENT - �•„ .� � L �' ^� � I<••., RF-zzC ```+' `� 'L /G A o 013377 192 \ l \ `. s q (i�C) tv / RF 23A r m' \ \ • • . -: • , • �.. � \ INST. #: zo-zzoo-•. 3� O I 33 � YD-gB / I 7 10 PRIVATE DRAINAGE . . •-'` +. • \: • T q O / +, / p (� w a d -\ co i 0! EASEMENT � \ � OT \ � � w 3 : •PROPOSED DRAINAGE SYSTE ' `. Ocp�T ` W -zo s awG <¢ w o o, a - I I G R-737133 , .. 36 INST. #. zozz00013377 • . •, . • . • . • . - . - , . •:. ,�.�, • 02 T O 'p�. ,/ - ' •l' • P�OPOSED 8" HDP-E ROOF/ LQ ' i^ �\ H O x o m' \ '.' LOT r 2 / LOT FE=738.bo I ;OPEN . �. ��tiy90 Fj, � � Y 2 �� / in � r N : � — N N LOT 47 \ \ , N • �•. • .• : . . o i� d � \ � "FOUNDATION DRAIN SYSTEM \ � w v o o" � `r N � � \ \/ 34 O �~/� w 3 N:• N v L T 345 \ — — \ u Cf7 V / 7 p -7 40 0 ui o LQT— ♦ 8 ro•489.�1 `: VAR •WIDTH PUBLIC c x/ m 1- _ x \ 4 '. / W / N > ^ l7 L o' PRIVATE DRAINAGE N J LI I LOB FE=738. 0 7�/0 + 1,�3& . DRAINAGE EASEMENT? \ / z - - ��ro Z T_ 244 - L YD- A o • `. `• / zz 4 L T _ 243 EASEMENT C c i 9 194 INST. #. zozz000z3377• , • \ - - 2 2 INST. #: 20220001 3 Q Q I �•.,.,. •. .'� , -- 3377 RF-18 � - - / ROPOSED DRAINAGE SYSTEM', •', •' / /` - PROPOSED 12" I1 3�Is _ I 241 X 5o V � I YARD DRAIN SYSTEM i ' ( i ' H� / 4 . '•`•' •' � • ° 1 � � / LOrT • / PROPOSED 8"HDPE ROOF/ �%, I - �8 FOUNDATION — J Q Ed- * ' , •Y r. � ' , :' � YD-9.: � • 16 . ` .� • - • • • , • TIE INTO STORM STRUCTURES PROPOSEDUNDER o° � / / / YD-7 / 60U - So N` • ', •' �'•� .', PLEASANT GREEN PHASE IIA FINAL SITE PLAN (SDP zozl00074) ' / / / / / / •� • ` ' ,723 � '; •'� ' - � { .. , I Ate. -�•� I SYSTE \ TIE -INTO STORM -STRUCTURES PROPOSED UNDER •• ', • '. DRAINAGE SYSTEM PROPOSED UNDER �- JMI�, � ,, / 7 / / . 1 • � s .. �\ o .: r . • ,REPLACE EXISTING DI TOP ( � ! �F-�3++5° M M M PLEASANT GREEN PHASE IIA FINAL SITE PLAN PLEASANT GREEN PHASE IIA FINAL SITE PLAN �' . `-- / ' / / 59 / / / \ 72 S ` ` _7 _ _ \/ �' U)io'PLij 6 - 16B m $-(SDP 202200074) _ . - (SDP z0210oo74T�' % // 7 / / / NSTR# zo2200013IVATE 3nE EASE E T `2 - ` 722 ' ^y I / 3 z +00 + . . NEW OP I 3 M\ �` , . - zo' PUBLIC• `. j �• ' / /LOTj �ti / 7 A s.� , -=�20� N� T LOT '� 'WITH DI L9 M NT DRAINAGE EASEMENT, M :. • '.INST. #: zozz0000 001. `. Y• ' ` % o / �0 / /' / / I 76B ; . • 5 ` \ 14 \ ( Q W z �, h zo' PRIVATE DRAINAGE EASEMENT , „ ,� •<;:10' PRIVATE DRAINAGE - _._.�\ . f \ - - '�� OO oo� D.B. Sz64, PG. 297 + ° ' EASEMENT A- M •- `. • �, P ,�, : , / / OT // / 57 720 _ CO-- — 5 L/ Q I I /� 1��. \ - S e LL .,.v\, CIS *SO \ •�.'•`•• y��'>k' 3 /// // // / / / // N. / \ �OT LOT \ -5 0 o REPLACE EXISTING DI T I S / - - - —T U T"• •. • ` `' S 3 / �2 LOT WITH NEW MANHOLE TOPS �' u--I W GAR= GA 6. O/ / \ 5 - 737- — —�3 7 -/ .:\; zZx �p �'" ' . � a / /1`)-/ LOT FF=738.0 736 FFE=7373 oo j. ♦ _ / / / / / / /'I �5 / - 11 nn SMT=7z .z7\ BSMT=7 o .�•. •, l ( .1, • / .. •, � M � / �LoT / / / LOT / / TIE -INTO EXISTING STORM STRUCTURE I 16 / I e I Q V LOT 55 10 �' �/ �� 1V LOT A / LOT � . 1 LOT\ 72$ —\LOT J e� tiG M i \ / LqT / / z6 / �/ I v v zo' PRIVATE DRAINAGE EASEMENT ♦ /I I 7 Q ul 6 '\. -.,.// \2°q0'"O \\,//_� \ 64 / / �4y/��/ \\ 54 `o / ♦ \\ 1 -- I /j1 _ INST. #: 202200013377 / / / I \ \ / - 4-' �' r / DRAINAGE SYSTEM PROPOSED UNDER Zo q ry ' / / \ T �� / _ - - - - - - - /Lu . ✓: _ - ,4T— icy N ' LOT v .. �� � ,� ^ .. / LOT �/ / 1 v � � I W PHASE II �. . ` �. / LEASANTGREENPHASEIIAFINALSITEPLAN S°° 7 F v'-•� PHASE IIA / ♦/ i I _— W ' • /' 7� — SDP zozl000 f // / 53 /^' q ��L / z7 / / 1 I — — — U�-/-I LIMITS OF PMF / LL 7z6 — — — � ". . • `. • . •/'. •, �. •+` _ LOT- � — / I "• �.: '• . •: •,_ I � / LOT Q.Q EACH / / 19 / — � II - - - \ - / : \ •� I // J °i �' LOT DAM BR / \ LOT \ — `J I II 52 �. Q O' y� ���� 28 / / / I��`. 18 v - - — F_ 1 / I LOT ti� / \ \ \ j PHASE I / / / / w z-• I I _. I LOT > J ,. ,. - .' .• M ., \\\ LOT — NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE f/� v 9 / / LOT / \ EXTENT NECESSARYTO P\ROTECTTHE ROADWAY FROM FLOODING OR DAMAGE. / \ 9xo / \ i' Lu / \ ` _ - z �\ -'\ •�- _ �?: - \ \ / // LOT O / / / / / // ,� w �7 0— \ / \ \ \� s ti° j �\ 30 / / /i j i r / N J LOT \Q / %.`'��\\ fM / // \\ LOT �6'/ // �/ / �� / \\ \ 21 --/ \ � w � r . +tee +li .\�e• �\a' \\ \ / ° .. 31 / / / LOT \\�\ / / ♦. �� \ LOT / / 22 LET \ \ \ / w ` .�_ ��—, • — — — — / b Lu \ 32 LOT�i / ♦. a In - �' o - Q � •.. �:: � ��/ a8xo \ \ \ \ SC 3oe No. O � � p \ / � �-�.. ^..,� \ \ � � � - - - - � � o !y .� \ \ ao\ \ Is � so E' zo \ 182154 tOT - � l J / ` �"•,,.,,.,....r�...r ,.. - - - - ` \ \ \ \ LOT SCALE p LIMITS 6F SUNNY` \ - \ - \ / 44 ROJECTBOUNOARY(TYP.). \ \ \ \ q / lu _ OI / O DAY DAM BREACH ` - - N FEET - 3 1 i too -YEAR FLOODPLAIN (TYPJ ch = 30 £t. SHEET NO. / / O O \ \ \ — \ems / �LOi\ I �>so \ LOT 11 SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX _ _ _ T 0 _ _ _ / WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - - / io' PRIVATE DRAINAGE / / 6o LBS. PER ACRE OR 1 LB PER 1 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) O �� - - / EASEMENT EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. INST. #: 202200013377 / / / / 1 CT BOUNDARY (TYP.) - ,--- C� S o. / YD - 57 , YD 4A. 75764 _ T w w w w w ,10 2/05/2 RODE B / I• w / � 1 2 ©f7EN _ vv - -- - / / : YD-4C _ 7SB -= 15B /j OF/ 760_ .1 - --- - - w - --- -- / „•�AslCy,2� � , , , • ' , .. , . -ram 1 -- - - - - - - � 754-�'-f---'w IT PROPOSED8"HDPERO .` / / \ I _ FOUNDATION DRAIN SYSTEM - - ! 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T I PROPOSED 8" HDPE ROOF/ - - 756 D.B. PG. : 34D 346 I AR=749.G7 --INST.1l: zozz000133n I LOT \ I \ 737\ \\� SY / 6- o �� m -FOUNDATION DRAIN SYSTEM zo' PRIVATE DRAINAGE 7as 67 FkE= 0.33 LOT/ G - 4S o r - I - z LOT LOT LOT �� \\ N N N N EASEMENT 75 / + - LC�T FE=746 33 Sh 2�4 233 LOT LOT �� 1` C C C zozz000i3377 YD-10 4 2A3 / 186 3 744 I m m m m 2 2 2 1 10' PRIVATE DRAINAGE �� 0 y° N N - / I A m o D T� 230 EASEMENT ._.. '• L - v INST.#:zozz000l - 3377 736 50` PROJECT BOUNDARY (TYP. yzB RF-6B 75z 74 _ o / / G R=744. 3 � •"' � N � � � � � � � m D YD-zD , F E=749 o LOT ve LOT E= / I _ LOT - S " 74s I I 3 , PROPOSED 8"HDPE ROOF/ ti � i N y I I ^ 3 0° 10'PRIVATEDRAINAGE 137 ", 4z - .FOUNDATION DRAIN SYSTEM GAR- 6.6 / 202 \,D- D 1 IT - EASEMENT 337 PROPOSED 8"HDPE ROOF/ R=75#33 7°� p 4z LOT " F E=747 3 3°4 FOU DAOT ON DRAIDN SYSOTOM I GAR=747. �0 / 9 I I\ _ { i� �� Uzi m INST. #: zozz000z _ }g61oo 162 - z' / i 7 FOUNDATIOhAIN SYSTEMS .00 LOT E- RF ' o 14% FFE 554 7 �76 / ^ I LOT AR=746 6 71°/n 7 FF -147- 7 LOT 74x 33 LOT GFE=743 67 5�6 3 - - {� -_I -{o % -A RF-20A 229 / YD-3D 5 E=7473 201 / 188 PROPOSED 8" HDPE ROOF/ - - - ° , O �-w / zo'PRIVATEDRAINAGE I 36 7 z75 � - ' I 16 RF-z1A• --�- -- _- '�1 0• � IU- 2 / I �5&00 - - LOT I + I 3 io' �IVATERAINAGE FOUNDATION DRAIN SYSTEM - IQ- '� 228 G�iR=74s67 / - - Q / / INST. #: zozz000z33n - - _ o AR- z.6 G R= INST. #:20 I o / G R=74z133 1 I c z ' / / / I _- - - - - 3 y� 75 1 FE- 6.00 7 EA T. #: aozz000z33n - F E=74633 I�T / I + / LOT E=743.00 7°h I r io+oo PROPOSED 8" HDPE ROOF/ RF z1 I o 1 °�O 1 L ( 7 / - ' w-FOUNDATION DRAIN SYSTEM / 6 t�'' �6' 2 (vj a w / II 10' PRIVATE ~ E- I YD-zC i6 -74 3 91 °, 1: /' 200 I / 18 740 -Nw .A ' � 7s3� I LOT sl / / TIE ROOF DRAIN SYSTEM , + _ 9 I , , \- B C> Q �o O INTO YARD DRAIN SYSTEM LOT LOT I RF-z7= - - - . - I ° �o+ \ W 74 � 3" s N J I I - 3 O DRAINAGE EASEMENT I II 7 3 33 4 AR- - 00- YARD RAIN SYSTEM YD-gC - - - �i740.001F ig- n 50 0 .,1 ,zo' PRIVATE DRAINAGE I PROPOSED zz" HDPE `N^ II 35 ��° F'FE-75?z. 7 1 - 4 LOT FE- 7446 ° I 34 3 RF 16A__ / I I - - 7 g.6 _ 3 68`~" \ I \ z1+0 (� \ w :, , , \ �FQ //�y M I_L.I EASEMENT Nozz000z3377 ,YARD DRAIN SYSTEM YD- C 753 6� D.B. PG. _ 5 744 6�, o R/7 3.3 7139 67 I GAR- oo I v 1 \ Flo I 3 3 s I 16 = oo LOT I LOT -74 I .RF-18A zo'PRIVATE DRAINAGE _ .7 YD- F 753.00 1 E=75z + 1 75 1 _ --- I s,O w\ 1 3 7 34 i ° E- 1. 73 I R-743 33 EASEMENT / / 1 0- I / F O 1 \ 75 3 I I LOT FE=744.60 8 i 399 I I 9 - - 73 h m V/ / INST. #: zozz000i33n PROPOSED 8"HDPE ROOF/ , , 10' PRIVATE ' RF-6A I I AR= z - - PROPOSED 8"HDPE ROOF/' . LO R-7S1 Q -LOT PROPOSED 1z" HDPE- I 3 0 FE- =739.113 _ 3 FOUNDATION DRAIN SYSTEM OUNDATION DRAIN SYSTEM N J I / N I I % I 1 T E=751.6 5% DRAINAGE EASEMENT q = o.o YARD DRAIN SYSTEM o -7 7 LOT I I / I OT FE=74o.go 7° III' �'� 734. 2.6 3 z.00 LOT 743 33 890 N T 33 198 / 1 i91� .. L ° 74 d Q PROPOSED8"HDPE ROOF/ 7 _ 756 FOUNDATION DRAIN SYSTEM LOT / E R= 1 o io PRIVATE DRAINAGE • ' \ '� l.0 > _ I QT I PROPOSED 8"HDPE ROOF/ YD-zB 1 P :IEASEMENT - 0 �/ ° 3 74 3 I . G R=738 00 3 INST. #: zozz000z ti \� z ' I 1 2 FOUNDATION DRAIN SYSTEM 11t F E=74z 0 LOT / LOT I 33n 73 G� N _ I--i LOT LO 1 9 130 I 3 F E=751.00/ o G�tR=75o.0 �]1 / G R- PROPOSED8' HDPEROOFI 7370o SP0 /G Os ^ LLI LL- _ ��_5/o FFE=750 LOT 74�v33 3-97 192 \ 4 •�. t 2J 9 G Q \ 2 J Q �T 7 ➢ 75b n - + E_ [{i.00 FOUNDATION DRAIN SYSTEM - YD-g6 / 10' PRIVATE DRAINAGE`. :+ '• ' \\ Tq Bli J I N ��� EASEMENT ' • ,�- � ••' ~, ` �G r� � - � �L. I 2 ➢� "' ° A I I ��� - -° G =749 33L�1 _ _ / � 168 / 1o' PRivnre 1lAGe % G R=74° 67 / G R= I � 3 6 EAST. #: zosz00013377 . PROPOSED DRAINAGE SYSTE �,�; �o'OT90T.fi 0- 12 12� m m I RF 4 3� F o.o / P FF = y 737 33 3 F > 4 „ „ n I 1 1 / 7 - EASEMENT L LOT y90 1 �p S 9Q F \ (`� / 123 1 IT .p J 3 INST. #: zozz00013377 FE=738.bo I ;©PAN• ' .:�;`: : • `.• 009� i• LU m ➢ v �„ / °� ° I _ _ _ RF-6I /L G R=74133 80� / 19b ?93 Z, a�, LU i--i ,, nn to V o E=742.00 36 v I 16D ;1 L OT o / PACE: A: ' x 0.33 16 / PR�f40. o _ , ° 1- III ro.$ �; 9 ` 0 / / / G R- � 8 •• •` •' • 9, Ei ` •• VAR. WIDTH PUBLIC • .`c PROPOSED 8" HDPE ROOF 3°8 F =74° 7 LOT LOB-737133 3 . i �,� \ ' /�/ m o I a LU 0 Y -- > 4oB S L I FE=738. 0 7�io + 1 \ / . ` � DRAINAGE EASEMENT , "� u, RF-7A _ oB � n : FOUNDATION DRAIN SYSTEM 35 `; .:: 1 I YD-gA 1 \ _ N ^•�•' 'INST. #: zozz00013377• • / z J M z o W --. 5 3 A ti / 94 \ RF-18 •: 7 . . _ 3 - RAMB ILIL Nag OOK RF-8 - / RF-15 7363 / RF-16 / 3 - - j f PROPOSED DRAINAGE SYSTEM' ; W Q Q I--1 5 / PUBLIC ROAD 49' R ) YD-z ' 3 / - - _ , : - , : • • ••mac i - m o INST. #: 202200013377� ` ; �a _YARD DRAIN SYSTEM ' • - �• ' ~� o PRroATE DRAiNAGe _M�- / / o - I �� PROPOSED 8 HDPE ROOF/ :. , , G _ _ .... ,.'.. .:. .; •,�.`� ••I•_I• - YD •T E N TO STORM STRUCTURES PROPOSED -• i _ -_- _ INST. a: zoll000z M - o �- - z7+oo � � z$ z6+So v30 �� �^ ^^ / --FOUNDATION DRAIN SYSTEM ••' � � C • g' � • 16F ', h, •• • • •• • -• - •• ' I_I_I 3 E ' ' :PLEASANT GREEN PHASE I IA FINAL SITE PLAN (SDP zozl000 ci I 6B 25*00 - '. • : • O . - . n zB 8+ +oo 5 50 o TIE-IN TO STORM STRUCTURES PROPOSED UNDER ; `, • DRAINAGE SYSTEM PROPOSED UNDER ,j•�ml{, m-- 23+5o M ti PLEASANT GREEN PHASE IIA FINAL SITE PLAN ^" � Mo_ _ (SDPzou000 M PLEASANT GREEN PHASE IIA FINAL SITE PLAN t-/ - 74)• • • / 136 0 (SDP 202100074) = z + -I + o / 1 ., _ o � r� I-_PROPOSED6'WIDE••.,.•' - - 1' I 24+00 / \ z3+0o o p � � � �\ ��v`� ,.. �1:.�; zo'PUBLIC`'.�,r'- �� /29 DRAINAGE EASEMENT, . . • _ / PROPOSED DRAINAGE SYSTEMI a / } I b \.: \ '. /. ml 22+ \ INST. #: zozz00005001. . �• /.. :.::.,. •: �.'`'' PRIVATE DRAINAGE Ul o / F_ Z -- - - -. • --, - o PROPOSED DRAINAGE SYSTEM r/ S _ �-isn_ --I �I I - - --1�SS �7 I I -GAR=7 4 I 7 I z CBFSAEMR -T75=53 73 43 z 5 I I I I G-AER_S75, 1 4.1o7.o83 I I/ I T75=07f.f5o0 6/ ✓ 740 8 I FBFSEM_-T74= 76S3 3 ' S o I I F- -II - -z? 5 I- - ' o -_ - I- II �� /-- -`- - I I }}- °w•`.;EMENT M 1•^ Z LL AR_74- S T. :zozz000z33w Im Lij LU �744 74, -ZT BSIll =74 740 BSMZ 73 .67 - PAR 738. 7 I GARJ3Z Z GAR=737.o 77.g GAR = 6. 7 738/ zx E I LiiT LET I FE=739 3 FF = 8. FFE=■ \; `: `. 736 ■`. 4'l r H 6 SMT 748. 7 / _ 84 I 736 82 7 6 LO� - 7 7 7 6 MT=7z o SMT-72 .17 BSMT=7 JOT BSMT-730.83 I I / / \ :1 J ': Ir. ` ` / \R pox / 3 L j 7 2 ) , , • • / A n �/ // f LOT' 1 I � YD I LOT I / I / / � � � Z LOB I �7 I I I / /PROPosEDwALL �I/I 73 :. I I I 79 / /LOT 17 o I /LOT LbT - LOT - . . `J• ` . v �e�7 N41 Q O i I 1 I ' (MAX. HT. - 6') / / g 1 ` 26 •°. s I I I- _ / / \ 7z8 \ 4• . T• ' - `/ •. / - \ Cho 6 ROPOSED 1z" YARD DRAIN SYSTE I I I 77 / ( - _ '' /^� VARIABLE WIDTH PRIVATE WALL / / �o L - - - �I I I I / - /�/ > #' q0 OO /\w\j Q V 89 / 1 &MAINTENANCE EASEMENT I 1 - - - _ I L I I A I I / I y 1 �' . ' 1 `, ) / DRAINAGE SYSTEM PROPOSED UNDER INST. #: zozz000z3377 _ - 7 �1�2� / 736 / / / / 733TVI , 20 _ 73y L .VARIABLE WIDTH PRIVATE WALL I I I I / I PHASE 1I I r �`` 4 LOT- LEASANT GREEN PHASE IIA FINAL SITE PLAN SO y7 �F\\ O & MAINTENANCE EASEMENT I I y 1 LL• ',� ' �• / / 7� -(SDPqI X w I�2021000 2 O INST. #: zozz0o0133n-7 0 x0o N II 1 / / 734 < . • . !�96W - - ash `vim \� - - - - / i 7?6 - - / \ 'j -� 728 ------ �1y$/�J - 73 - ~ PROPOSED WALL U / 5 / " . •(MAX. HT. =4') - ��� - - / / 7zo - - �� NOTE: SPLASH BLOCKS ARE REQUIRED ON THE ROOF / � PROPOSED WALL , � A V-�� ��' DOWNSPOUTS FOR LOTS 102. SEE DETAIL ON SHEET IS. / . _b / : •- /' - - / y �i � O p ! .SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX / PROPOSED WALL / AEI - _ �•` s i - / / 1 - MAX. HT. = 6' .� PROPOSED UNDERGROUND STORMWATER MANAGEMENT a WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT RATE OF /� ! /-� t, • '% 5 / �� - - - A LU z • / ( ---, ) � - FACILITY'C' -SEE VSMP PLAN FOR DETAILS � �6o LBS. PER ACRE OR 1 LB PER 100o SF UNLESS SPECIFIED OTHERWISE (TYP J �� --�--- ` � , � �In i ` �.�; � �-•' `.' , S \ \ t0T A "LIMITS OF SUNNY _ - - - .., _ (WP0202000053) ��A NN�- ........... --100' WPO BUFFER (TYP.) 4 GAR PH � �CALA- .` '- =/\�� � LV i ]OB N0. A- /' �rnr„r'* .. / -/_ A --_.HI �.w H ��. A �,5`� A 71 DAYDAMBREACH �.I _ VARIABLE WIDTH PUBLIC - T . - /� „� ,r,,.,,.. I I O / _ _ - - - / �„ A - - 30 ° pis 30� / eo / zo. Z-�;...� ''� -',' ., j �./ 182154 �Q O' / -„\ �26 SWM FACILITY ACCESS AND / - - - - - w - -� • T �� - ., . I / . .SEE VSMP PLAN (WP020200oo53) +•. \ w s �7 0 - SCALE / O O ��`� MAINTENANCE EASEMENT FOR SWM OUTFALL DESIGN C� `". \ ' o' - - ' \ �.,..,- ` \. INST. #: zozz000133n - - - - - / U �trr _100' WPO BUFFER (TYP.. 30 oOin'. �io-Y/EAiR F-LOODPLA\IN (T'. YPII/ .) _-(LLnJ. _ .,_.. i•%. ' V•��-.Y•. \ SHEET NO. °3.2 ft4l.. 0 1 inch �— / / O SCOTT R. LINSZ W \ \ _ - - U No. 35791 w -- N ��0 12/05/22 4 T_\ SSIONAL000 ECG LT Z v / 1 w w m ¢ o 0 CL • ' / „ 1 \I\ I / / PROPOSED 12" YARD DRAIN SYSTE _ U) 6-6v ¢ / , // �.•� // ' �\ �� \ 1 I // // 1 1 YD-3G /_ O a > r t-u / �' ' _ / / _ _ - EXISTING SANITARY SEWER MANHOLE (MH-EX-iz) 1 �' -/ v 00 � O z 'r / / - ` /� / \ _ 1 RIM TO BE RAISED FROM 759.75T076o.z5 io' PRIVATE DRAINAGE EASEMENT 75700 / ��/� w Ln � v g \ / / / / / 1 - 747 73 EX. INV. OUT=747 65 / INST. #: zozz000i3377 V / p Q 0 LIMITS OF PMF EX. INV. IN= � I z w I I - / / - o DAM BREACH F w ¢ / I io' PRIVATE DRAINAGE EASEMENT / i ~ Ln z ce f F INST. #: zozz000i 8.6 / i 3377, 75 7 '" ¢ m \ S / ii w Z SLOPES STEEPER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX i S _ - w ¢ c7 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF PROPOSED iz" YARD DRAIN SYSTEM �' o \ / f / - / / ui m w Ln 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) --r-I ` \ ✓ io' PRIVATE DRAINAGE EASEMENT Lu p z — — — ' 1 - 1 I PROJECT BOUNDARY (TYPJ 758.00,- / 17I I INST. #: zozz000i3377 LOT � a Z / \ - zo' PRIVATE DRAINAGE EASEMENTm I / LOT LO ' / p INST. #: zozz000i3377 1 \ \ YD-6D 12 123 / .. . ✓ I I �_ / / w w — m LOT 120 12;0 "n -n Ll > K 1 60 EXISTING SANITARY SEWER MANHOLE (MH-EX-u RIMTO BE LOWERED FROM 762.92 TO 758.o YD-6C 1 (1 Y o EX. INV. IN= INV.1 UT= 4 8z\ 62 \ LOT w J -N w 745�99, 745� 756.E 7 / Lq 117Z PROPOSED iz" YARD DRAIN SYSTE h 67 LOT 11LF a rr RF-8A u - � � � LOT T c� 113 NOTE: SPLASH BLOCKS ARE REQUIRED ON THE ROOF \ 6o r LQT 112 - _ / DOWNSPOUTS FOR LOTS 75-102. SEE DETAIL ON SHEET i5. / za PUBLIC DRAINAGE EASEM3377 7 \ \ LOT \ 111 w o PROPOSED 8^ HDPE ROOF \ INST.#:zozz000i \ �+ Y - ` FOUNDATION DRAIN SYSTEM w N N N " " `q LO' \Q�'O ' l-_�.^ Q o. M M Q N N G / / / \ / / / / / / \ / \ LOT LOT 108 O9 m A \\ \ \ °o a / \ / / / / '••; • 7�4\5 YD-6 '^ '^ " -� `i° RIVATE DRAINAGE EASEMENT / / ' `.%` 156 4'` . - o• /LQ SOT 106 �O7 3 n \ \ .€7 ;• P-� INST #: zozzoo� 377 1y / , / / \ / / / / / / ' `:• ' `• ` /j' \ 105 m _ rn A 0m rm ��°' RF-iz RF-ii �M 0+5o LQT 10LF J58 8` / 0149 RI 1l / 3 u n v o PROPOSED 8"HDPE ROOF/ ROA pin, VARIABLE WIDTH PUBLIC SWM : ': - - m A - - O'er o w FOUNDATION DRAIN SYSTEM 1+5o M PVej p;2022p0 g -5 ' - ' / L9 / / / / FACILITY, ACCESS, AND ' r \, co�A MAINTENANCE EASEMENT ° f o w - j m ROOK Ie L- fi . . f INST. #: 202z000i3377 ; . / _ $ Z / / / / / 0 . `✓ i" / ` 4A 2 \ - C. Q / / / / • , 'J , , .a.. \ �- � � `. -PROPOSED 8"HDPE ROOF/ _ � 3 _5 33 BSMy74 5 � / / / /\ / �` •' �i G R=758.po 6 TB \ �� FOUNDATION DRAIN SYSTEM �' y y ffE 760. O / CN J n 754.67 - - - ' ' N • FF 758. n 2 •` 75 SM / / / / ` ' • ` ` • ' • \ LOT /-- io PRIVATE DRAINAGE EASEMENT \ 3 - = 9. / 756.56TIC RF-izA' 3377 , \ " 756 x \ / 5 \ t) 7574 3 / Lu / 'r 6oB � INST. #: zozz000i x \ 1 $ BSMT= 8 / / � Ch /� ' \ -L �s .67 LOT / 89 � �757.00 / 11 33 �� 1 \ FE=759 \ / / / / :.% / /• 1 75�3�T� ," 63 i'— \ Gq \ BSMT= 50 'LOT \ /�O / N I--1 �j / 9� PROPOSED DRAINAGE SYSTEM,;; C� , 6 6�_M i GAR 75 \ 6 BSMT .00 - _ 7 0 91 // \ j v , \ / ♦ /. ' ' . ; ; , , . t / ' /G R=75�33° \ / +oo _ �FE=75 1 \ \ /\ / I 1 1 1/ N J _ O 75 33 \ \ AND VARIABLE WIDTH �� — 34 1 -/ \ GAIN EMT-74 LrtJ� — 92 / \ \ / 1 I •7 • ' %. ' FACILITY ACCESS AND LOT PUBLIC DRAINAGE EASEMENT i \� i - - - - ' \ \ \ \ \ \ Q z: • • / • ', ;� • ' � \\ / \ INST #: zo2zoo0i3377 34 5 �- r 6 � _ _93 1 \ i Z ILOT NNSTA#: zozNLt z000i3377 / \ lol / .. 7�7 0O _ _ - MTV - - - / H� 97+ - \ - \ \ \ \_ /" / 7 / I J Q y 4 \ \ PIC POSED ST RMWATER \ 1 57 1 - S �95 \ / / 1 1 GAf�j55 754 SMT-747. 7 7 \ �\ / 74-'.1`:. ; . / i MANAGEMENT FACILITY'B' - G R=757 33 / I - \ LOT \ \ — — - j %• ` i--i \� \ SEE VSMP PLAN FOR DETAILS- \ FF-758.00 \ I I 75 - - \ \ _ \ - - \ \ - �� r . / LJJ �--� W \ ! / LOT \ v I• I =755 4z BSMT Z .6g 9� \ - - y l I-� \ ) (WP0202000053) \ LOT100 , r T 6� S 7 OP. \ V � 15.. , �•� �4T. 1 LOB 1 97 � Z 6Z�A �'.N. LOT _ .. 1• i• •'i' �• / / Q 6 s� lab '. ._; : 3'7_8 2. O V ♦ \ .� T ,! / ,; . • ; _ -) . VAR. WIDTH PRIVATE WALL & / - - `.� ✓ •'° i O S .� \. I �. `. ` \ - t . ' `. . • . 74 ,50,.= MAINTENANCE EASEMENT 7 �'2'(W _ j �,. - �- - , .,r•% .. / . • C, U 1 W �� v %. �� % v J 1 -�5� _ _ Y - - - _. _ INST. #: zozz000i3377 j4 W s°� - -. - .,;�,,,,, v - - - �. t' %• ` '� % (, Y • �' % , •'� __ _-- — _ /• .—. — — 74 / _' .(�p1': �` •/ / �u.u.u.n.n.n.n.0 rnrr . A �- ` /. ��. .— / 74? �e^ ,� / -�f-' .,� „v • �• �./ / - - — / v �: ��� \ / _--7- j. • }� / O L11, IMITS OF SUNNY"v �c�•'��.✓ `• `y' / / Q SLOPES STEEPER THAN 3a SHALL BE PLANTED' A / - 73 ' y ODAM""• ,�«� / / � \. .. V �. .:.M1w W.T."�e.'i .,,.• ` %. • / O° �•••.u.n.u` •nwJu�VJ;�'• •// / / .. WITH NATIVE STEEP SLOPE MIX WITH ANNUAL.,..........'� O O AY - RYEGRASS BY ERNST CONSERVATION SEEDS O pD- y / / F_ \ + O /O / r CSC O }5g _ '�;� \ -i -A RATE OF 6o LBS. PER ACRE, OR i LB PER 2,000 SF, ! ° • • / O j d A \(D '� / / LJ w � r� � � ` \ VARIABLE WIDTH PUBLIC SWM = / UNLESS SPECIFIED OTHERWISE (TYPJ ... \ W \ ! .,,.. /.. // \ O. PROPOSED WALL. �. O uj FACILITY, ACCESS, AND. `. fy / / VARIABLE WIDTH PUBLIC SWM' = 6) O 0' / s• -V MAINTENANCE EASEMENT / / / ,.. .,.. (MAX. HT. O O I LL / \ . .., FACILITY ACCESS AND"�"�"� \ / O INST. #: 202200013377 \ / / i j ,. - / MAINTENANCE EASEMENT \ / / f O /. O I ° / Cl) \ k� „� _,,.,.,., .°_ ! _.;: • y NS # ozz000=3� O O O /// O O O VARIABLE WIDTH PUBLIC SWM WPO BUOEN E ) I T. � z PROPOSED VDOT STD. ES-i & CLASS Al RIPRAP LINED _jp `� n-2T'1�-n O O O O. O ER) J — O SEE VSMP PLAN (WPOzozo00053)- O O O ° { ( _ LLI „OUTLET OUTLET PROTECTION w/FILTER FABRIC - .. ii ° O O O FACILITY ACCESS AND S �J3 AC Z � 'O - FOR SWM OUTFALL DESIGN O UNDERLAYMENT L=zo' Wi=6' Wz=iz' D=z. / s / VARIABLE WIDTH SWM \\ ( O�® _- �. // / MAINTENANCE EASEMENT \, Y 5') ° J \ .• / / INST. #: zozz000i FOREST &OPEN SPACE / O O-=-=-.--' ./ 3377 \ P-. 4$ - S /.. / 7. %/ p / �.: _ EA EMENT Q Q \ \ \ / i // f/ O ,� / - PROJECT BOUNDARY (TYPJ ' \ \ \\p\ \ \ \ r / "� �� \q O ° EXISTING STREA - / \ O ioo-YEAR FLOODPLAI .. / \ S I / INST. #: 202200013377 Q / / ® C: w f C:) J NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / — \ 1 / \`_\ -- ----- ✓ / — GRAPHIC SCALE o w ao o is `- ao\ so \ izo/ to // O �— — — — — —sue\� j / ' 182154 IN FEET ) iQ \� \ \ \ \ \ — _ _ — — SCALE ° O / ° _--- --- 1= p' 1 inch = 30 O \----- O O \\ - =-- - -- O O O O \ \ O O \ \ / - O O----------- \\ t ��1_ ��--- t - 6 �a -0-0 O O O O SHEET NO. ---- - \ - - - - O O O O �-� �� \------------ O\ \ - - - - - - - ----------- \ \ O _ - - - ° °13 Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro\4ded (feet) 53 24 7.1 18.2 24 55 24 8.6 21.2 24 57 24 9.6 23.2 24 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNEC7701V TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON VDOT. THIS PLAN AS ( ) DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WIERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND C0NS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VOOT UNLESS OTHERWISE N07ED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROMED IN ACCORDANCE W77H THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTTLIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). KHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR S TABILIZA 77ON 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 7RAFFIC CONTROL SIGNS SHALL CONFORM W77H THE 14RGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES. B. UNLESS OTHERISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS7RUC77ON INDUS7RY (29 CFR PART 1926). PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO 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. A. 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. TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 94VPD 7VPH 10VPH PHASE IIA - 10 DWELLING UNITS PROPOSED - °T 47 ENTER 47 EXIT 2 ENTER 5 EXIT 6 ENTER 4 EXIT �..-. Lm =s LOT 7( 264VPD 21VPH 28VPH '' �••::<;;;::::- L°T `,°a ;yg 'm _ PHASE IIB&III-28 DWELLING UNITS (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) (18 ENTER/10 EXIT) f; CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 PHASE I - 50 DWELLING UNITS PROPOSED 366VPD 23VPH 28VPH O (183 ENTER / 183 EXIT) (5 ENTER / 18 EXIT) (18 ENTER / 10 EXIT) 102VPD 6VPH 8VPH PHASE IIA - 14 DWELLING UNITS PROPOSED (51 ENTER / 51 EXIT) (2 ENTER / 4 EXIT) (5 ENTER / 3 EXIT)- L°T 1062VPD 67VPH 82VPH a6o 1 39 ^\ l°3 aw w L°oT - - '6' PROPOSED- 145 DWELLING UNITS 531 ENTER/531 EXIT 15 ENTER 52 EXIT 52 ENTER/30 EXIT 1,888VPD 124VPH 156 VPH °' LOi1 TOTAL- 247 DWELLING UNITS PROPOSED - 944ENTER 944 EXIT 29 ENTER 95 EXIT 99 ENTER 57 EXIT � LOT *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) '°i 63 LOT I B9 vbV J I 36 T3 LOi _ aoo - 1 J � - - _ 'g 35 L=03T IT, TO LO _ LOT 'LOT / LOi LOT �' l � aG g6 GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WiLL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. PHASE III I 11 ' f 'S: °oE �♦� 0 83.2 ADT SCOTT7R. CULLINS- A C.� No. 35791 ,a ,p 0 7 29 22 Q. mho Co TRIP GENERA 1"=100' 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 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR I OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE I C� I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NOTE: PROPOSED LANDSCAPING TO g• ON-siREE, PAgKIxc axe -sloe T) COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE R unuzE ouTER 3' of PLANnec STRIP R /W (xRD�E IxacATm ax PLAN 41EEQ /W DRAINAGE: PER 3' CLEAR ZONE REQUIREMENT BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Q CG-6 POINT OF 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. 4' CONCRETE CURB &GUTTER CG-6 4" CONCRETE C C fTE ( ) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS 3' FINISHED GRADE SIDEWALK CLEAR ZONE CURB & GUTTER SIDEWALK 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. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE 3'v -I SURFACE 3'� Exrsr. cRouNO EXIST. GROUND 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES OR A NATURAL WATERCOURSE. 2% 2% 2% 2X 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 3'T AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON 6' PLANTING PLANS. VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 6' PLANTING 4" VDOT 21A STRIP STRIP 4" VDOT 21A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL / STONE BASE 42/ T BASE SUBBASE 42?A T STONE BASE POINT DEEMED AS NATURAL WATER COURSE. NI BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY EXIST. GROUND STONE B EXIST. GROUND 5 6 -13.5' TRAVELWAY 13.5' TRAVELWAY 2. 6 5 , PAVEMENT: SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 31'F/c-F/C 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 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, ss'Rw- ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. B OR C). TYPICAL NEICHBORHOOD STREET SECTION (56' 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT NCCONB STREET/CLING LANE (PUBLIC ROAD 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO STANDARD PE-1. GS-SSAR RESIDENTIAL & jVIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 NPH PLACING AGGREGATE BASE. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARKING SIGNS 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. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT I NOTE: PROPOSED LANDSCAPING TO FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND R, UTILIZE OUTER 3' of PLANTING STRIP CIL R/W TYPICAL SINGLE FAMILI Y ATTACHED UNITS VOID. I PER 3' CLEAR ZONE REQUIREMENT I 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE EXIST. GROUND OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11.THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. EXIST. GROUND 12.VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13.A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL ROAD NOTES: GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD TOP Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp McComb Street / Cling Lane (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 DLunlagan Drive (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lc2d Lane (Public Road) 100 2 120 4 4 7.38 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 113.73 Litchford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Hudson Street (Public Road) 95 2 115 4 4 7.23 SM-9.5 1.5 2.25 BM-25 13 2.25 121A 6 0.6 13.73 Mercer Street 120 2 140 4 4 7.92 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street Street 108 2 128 4 4 7.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 l 5' WOE CONCRETE 3 CG-6 CURB &GUTTER POINT OF FINISHED GRADE CG-6 CURB &GUTTER 3' S' N1CONCRETE SIDEWALK CLEAR ZONE EWALK CLEAR ZONE J SIDEWALK I I SURFACE I I 6' PLANTING •'•• -`, 6' PLANTING 4" VDOT STRIP 4' T E 4"2fAT STRIP 4' WOT 21A STONE BASFE S 2 A SUBBASE STONE BASE sroNgE B25 sroSNEE B2 5 6 5 6 5 10' 10' (TRAVEL LANE) (TRAVEL LANE) ' 24' F/C-F/C ' 49' R/W TYPICAL NEIGHBORHOOD STREET SECTION (4`9 ' R/#r) RANBLINC BROOK LANE, LI7CHF0,R,0 ROAD, HUDSTON STREET, DUPREE STREET NATRCER STREET, LEXI LANE, DIINN.4CAN DRIVE (ALL PUBLIC ROADS) CS-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPH PARKINC ALLOWED IN BUNPOUTS ONLY NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT DI POINT OF 5, WIDE CONCRE/E 3' CC-6 FINISHED GRADE 3' SIDEWALK CLEAR ZONE CURB & GUTTER CG-6 CLEAR ZONE S / /SURFACE CURB & GUTTER I sra 'e '•' R I ; BASE SUBBASE WTI �,'X !' PLN11.16 gll. 25, D• O I PNg•Ig gl•P-0Uf g' PLN11.16 511. (TRAVEL LANE) (TRAVEL LANE) I 6d-gm¢i PARMM: I I � R/W TYPICAL NEIGHBORHOOD STREET SECTION W/ BUAfP- OUT PARKING (55' R/#r) BUOSON STREET DUPREE STREET JIiII STREET, & LEXI LANE (ALL PUBLIC RO.ADS) OF CS=SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPH CONDITIONS INDICATE. CURB 4 2 R PARKING ALLOWED IN BUNPOUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUiliII PARKING SPACES 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 .a a 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 6° APPROVAL THE PROPOSED METHOD OF CORRECTION. MIN. 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 STANDARD CG-6 STDOT ONE#BASE68NOR CURB 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 CURB & GUTTER & CHECKED BY VDOT AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS NO SCALE PRIOR TO PAVING AND/OR APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. BACKFILLING. (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE EXIST. GROUND EXIST.GROLI WALK EXIST. GROUND DT 21A / easE 9gEMNK EXIST. GROUND ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE 1-95 2o' REAR SETBACK PROPERTY LINE _ 20' 1J DECK OPT 4: FDEC�K Txo) DECK ECK OPT (9 .6) DECK (1T'X 10') ____ (17'X 10') LENNOX 11 I, LUCAS -------- ------ -- ,I LUCAS LUCAS i6 it li I it 41_B„ II 39'-8" 5 SIDE SETBACK GARAGE GARAGE (1ix201) GARAGE (11'x 20') GARAGE it (11 x 20') (11 x 20') it I I I I s I 4 L 10 18 MIN: - - RIGHTOFWAY 5 fv11N:'SETBAC�C. 57 ` ;. z5'MAX. SETBACK° .P a '12.•`. CG-6 CURB PROPOSED ROADWAY ASPHALT PAVING - MILL & OVERLAY NO SCALE 35 NT ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E N N Ln n �YJ N LL Cy) O N LL N W J i > U) H LU L^U U) V CD 0 CD N AM 1- 4 L/ ) I --I J I� 0 W Q H� W W W Q 2 O LU LU (�� `J z V) Q LU J 0- U w w w Ln a m JOB NO. 182154 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2022.) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-SS2-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OFTHREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEETTHE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES -io•*�I Or WATER WATER SEWER 3 'Ao 01 t LOCATION [IF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH D) SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 Splash Block Instructions e euulwi Ftw5pl„neim,e,..y Patent -pending cut-out to allow a. e.. ......"w, r-im ua.+e. and. for fitment of downspout with ,e"w, "p..•",y n"m d" low clearancef elbow ...d."m".aca �,d",n�ubm.c" O e ° ;oz.h.mm.n".... ✓// Waterdirectingchewon pattern reduces washout AMERIMAX hole for zcapeapike at front of ofsplazplazhblock allows amedmax.eom 1000-347-2586 it to be secured to ground 19 E: ROOF DRAINS MAY NOT BE EXTENDED TO FALL ON SLOPE. SHEET FLOW MUST BE ACHIEVED )RE ANY SLOPE TO PREVENT EROSION ISSUES. (4) 1" (25mm) DIA HOLES --� ON 2C(834mm) DIA BOLTCIRCLE. 2" (51 mm) LETTERS -0 O (RECESSED FLUSH) tJ 1" [25mm] l ] AA\\ PIKHOOLES 1 1/2" D [38mm] O O O wp m S e W (2) CORED -` PICKBARS T 1 1/8' (29mm) DIA BOSS D 27 1/2" DIA 1 1/2" Z [699mm] [38mm] m 26 1/4" DIA 177' [667mm] I [ ] 26" DIA 90 660mm -.I [38mm] 1/4" (6mm) DIA] 1/B" 24" DIA NEOPRENE GASKET [79mm] O T [606mm]'.1 M �28 7/16" DIA 5/8" [722mm] -1 [16mm] 23" DIA m [584mm] 35' DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF CASKET GROOVE SECTION (4) 1' (25mm) CIA HOLES ON 32 3 ♦' (S34mDN BOLT aRCLE. 27 12" DR [699mm] 21/4" u� �- [ 687mm] 24" DIA [6Demm] 1 ze 7/16" ow 1722mm] 1 1/Y [38mm] 7- F [178mm] 1' COMPRESSION x 31e MALE PPE OR APPROVED BOOM GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL aza IN a" INITIAL BACKFILL a.24 IN8"' MIN MIN. MIN. MIN. 6" BEDDING #68 STONE • STABLE SOIL ROCK As SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE 6" 4 1 INITIAL BACKFILL 4 MI s" e.. SOIL, -,MI • MIN. a MIN MIN, /j66 STONE _GRANULAR FILL AS - - APPROVED BY ACSA STA I •aCK STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOSE: 1) SADDLES SHALL BE USED ON PVC PIPE. 38' MIN. 1/8 BEND COUPUNG� /` y 36" DIA 0 um O [914mm]-1 [660mm 1 1/2• FRAME SECTION 13/16" O [38mm] [20mm] •`•_._ LETTERS FLUSH) • [79mm] [13mm] 3 1/e 3 13/16 0 22 13/16" 2 1/8" [579mm] 154mIn [97mm] 0 25" 1/18" 1 3/8' [635mm] 0 1 [17m [35mm] 9/18" O.D. OF GKT GROOVE CAM BOLT [14mm] SECTION VIEW 1/4" 6mm DIA SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 CORED 1�0" RUBBER PARr# 00981045 1 5/8' (2) BLT HEX 5/3-11X3 1/2 SS :K9ARS [Smm -2400"" [41 mm PART/ 00951250 29mm) DIA BOSS [6mm 113mm .63 DIA. STARLESS STEEL ROD PMT# D0951318 5/8 10 1.50 OD SS YLAIN view PICKBAR & LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 3/e-11 ZN NYLK PARE# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2 ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981220 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMIUAR ASSEMBLY. 1(2) 1035R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# OU103585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-32 TEE 0 L FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERMCES M DUAL RESIDENTIAL AND IRRIGATION SERMCES. I:=3 � 2 R -•-DMPRESSION x 3/4' MALE PIPE COUPLING 1PPROVED EQUAL FOR USE ON DETACHED SINOLE FAMILY RESIDENTIAL SERACE WHERE AN IRRIGATOR METER IS NOT PROVIDED. RON LID -FINISHED GRADE -CIXIPORATON STOP - �^`� V• j -BRICK AS i .P4'w: y�h��t1.a.�. NECESSARY SAND OR DUST UNDER y. r+. SOx AND SETTER (3-INCH i '�'i 4%'"�f y LONG STONE POCKET,a- DIAMETO MAIN MT " MINIMUM TRIMNESS) FFr;f?i1 4?1YA,`4raaiA:;1i�� 1•iA SPEC. 203. NO, 57 AOBBEOAIE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 i WIDEN TRENC ¢gyp ACCOMMODAI Rom"" ANCHOR IF REQUIRED. BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD.I (FEET)CU.YO. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 200 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.413 45 2.66 2.66 2.77 0.26 5 221/2 1,66 2.16 2.69 0.13 3.16 2.91 266 0.32 11 1/4 1 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3,83 4.00 2.93 0.52 221/2 2.33 2.58 2.86 0.24 11 1/4 1.83 1 2.33 1 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL 6E RESPONSIBLE TO THE VERIFY THE TYPE & S1ZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID d NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS TYPICAL METER BOXES (5/8"-11' METERS) NTS FIG- W-7 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE •, a •] EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY "'".!�• BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FT PIPE OUTSIDE DIAMATER`•'"„,�;,• PLUS Be. THICK VDOT No. No. 88 STONE BEDDING B'x8"zi6" AND 4"z8"x18" SOUD CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) 111111ii11'li'DOGHOUSE MANHOLE BASE ... n, a ... .............................. ,............ .................i. MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A NTH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,DOO PSI CONCRETE BASE FOUNDATION SECTION VIEW ... n,..n,nun,..,,,.nn,nn,.,n,nn..rsnu.,,,, ..n,. ,.,n„ n,..n.......... ...... ... .... ... n, , NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD-26 TD-13 F- LL I J 11 Z Nj N 12" / I 4" DIAMETEF AND VALVE WATER NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' (270•) TO 10' r087 CU. FT VALVE BOX STONE- 1 6" GATE , VALVE X Be 250E P.S.I. CONCRETE I!/j.•S N JIBS-�V'rx{ BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE \V/ SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O>� EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 ON-LINE (TYPE "B") PLUG VAKIL. THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP 1 LUBRICATE ALL THREADS THRUST BLOCK 1O METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B TD-19 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN f- BRANCH 2" FLEXIBLE CONNECTION -� NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I BE CORED AND A FLEXIBLE J CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINEI SECTION SERVICE LATERAL IN UNE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-2 TD-33 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. a FINISHED GRADE 0 1 I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u "c = N a M.J. GATE VALVE WATER LINE J. 2500 P.S.I. CONCRETE 8 a 2'x 2' BEARING AREA. THRUST BLOCK •, A • 'e Q 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NITS FIG. W-5 TD-9 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0 MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16-MMAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. - CONCRETE VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF _ + CONTRIBUTING • --�'�•--- SEWER. A FILLETED INVERT OR A SMOOTH • 4 ' • '•e' 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 EMBEDMENT B"MIN SPRING UNE O OF PIPE N0. 68 STONE - - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5' IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL 7eCONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 No. 35791 9/20/22�� ( I i i U) ZZ O ¢ f 0~�( a En : I w Ln � J z a H O E L zLU i Uj BE1r ( ( ( ( ( L Q M 00% O o " Ln n CA L 7- w Z� M Q z N IC1' Uj M C N Q W� N z L l I N < LL] z -1 0 -1 Q -1 > 0 Ln LU cl� J L9 J a p Q Uj z w L Q H� 2 U_ 06 W" I w w 0 Ul < I- I I LU Zw i I Lau JLU W V z OCD Q N (� Uw H- Q_ 0 LU w Of Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 15 PROF INTI MERCER STREET i RAMBLING BROOK L PVI STA:11+07.50 PVI STA: 12+98.23 PVI ELEV:748.89 K: 12.47 LVC: cc.00 INTERSECTION OF MERCER STREET (STA. 13+93) w/ MCCOMB STREET (STA. 24+18) PVI ELEV: 736.67 -- 755 K:26.o8 M+ s 755 LVC: 115.00 1� + t ^ N + O ,fin IN H W V H ^ W In 0 Ln M tD .Ot V V m In V V W + + ^ EXISTING m w 750 H v H V GRADE o 750 > m > "' PROPOSED FIRE HYDRANT m W PVI TA:10+15.00 INTERSECTION OF PROPOSED JA;SSEMBLYw/8"x6"TEE MERCERS REET (STA. 11 62) PVI ELEV: 734.8z GRAD745 K: 2.50 w/ HUDSON S REET (STA. 10 oo).4 745 LOW P T. STA: 1o+15.o 1)0 5 PROPOSED 8"x8" TEE LOW FIT ELEV: 734.87 & (3) - 8" G.V. 0 0 n PROPOSED STORM n 6 ^ o ^ 1.24.6 SEWER CROSSING 740 740 3-5' MIN. m v w 70A PROPOSED 8" SANITARY m / SEWER CROSSING w PROPOSEDSTORM 735 SEWER CROSSING 735 .O o 2. PROPOSED PROPOSED 8" CL. 52 DI WATERLINE OSED VDOT "x8" TEE STD. CD-2 & (3) - 8" G.V. PROPOSED 8"x8" TEE & (1) - 8" G.V. 730 730 1.6' PROPOSED STORM =RSECTION OF SEWER CROSSING STA.10+o0) w/ N (STA. 22+45) PROPOSED 8" CL. 52 DI WATERLINE 7�5 7�5 �t N N CO 0 co 1 M l0 ItW ;.0ko O OMj n h^1 M M n n n ^ ^ ^ ^ ^ ^ It ? ^ 10+00 1o+50 11+00 11+50 12+00 12+50 13+00 (RICER STREET PROFILE 13+50 14+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 2007 ROAD AND BRIDGE SPECIFICATION 303.04 745 740 INT RSECTION HUDSON STREET (STA. io+ w/ MERCER STRE ET (STA. 11+ 735 PVI STA: 10+23.00 PVI STA: 1o+96.35 PVI ELEV:739.72 PVI ELEV: 738.97 K:26.00 K:12.25 LVC: 26.00 LVC: 6o.00 o7amio0 M ^ N M o N N 1.6 m lD Ol lD I,. +u Lij O Um + 0 W Lu >pLn V v^ Ln VV wwV0>0 w PROPOSED 8"x8" TEED 4.0' & (1) - 8" G.V. 730 PROPOSED 8" SANITARY SEWER CROSSING 7�5 PROPOSED 8" CL. 52 DI i i 720 PVI STA: 12+17.77 PVI ELEV:731.81 K: 26.17 LVC: 102.00 0) 6i vl I c4 W V W \ w PVI ST : 13+04.04 PVI ELEV: 730.09 K: 2.50 iED GRADE I OW PT. TA: 13+04.04 LO T LEV:730.14 am o N am 0 0) M m �^ +^ Nw v Nw > 35' >m >w N m w 0 SCOTT/R. CtTLLINSZ C� No. 35791 � 745 7/29/22 _i 740 735 i -2.00% 1 OO/p 730 PROPOSED VDOT INTERSECTION OF STD. CD-2 HUDSON STREET (STA. 3+19) zo J PROPOSED STORM w/ LITCHFORD ROAD (S A. 11+22) SEWER CROSSING O � f 1.5 7�5 1"1 w co 0 J Z .a. PROPOSED > > > z " PROPOSED STORM 8111x8" TEE & W SEWER CROSSING (2) - 8" G.V. 720 IJ. �o N C9 It ? a a o O1 0 N n N n ^ m ^ F It ^ rl ^ r ^ rl n 70+00 10+50 11+00 HUDSON 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 3.5' 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. 11+50 12+00 12+50 13+00 13+50 STREET PROFILE VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( W FEET ) I inch = 5 It. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 770 770 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 RAMBLING BROOK LANE PROFILE 20 Y N N W r -a rn N n 0 1� N O Cn N N w J J_ U) I n D C. z Lu W Lu I-� V) J w LL J_ 1 V- I-� O I� 06 1--1 z J H� Lu W I- (/) Q> Q _ CZ z Q LL p C� z w J a- GF 1 W o W x o_ Ln JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 16 HIGH PT STA: 22+43-77 HIGH PT ELEV:749.00 PVI STA:21+86.27 PVI STA: 12+22.00 w PVI ELEV:748.41 PVI ELEV:719.z7 K:59 96 K: 26.23 ¢ LVCG1i5.00 LVC- 7o_no o It °o It w w Lij Ln 735 oi U 1n U w a 735 m W PVI STA: 1z+8 .00 F PVI ELEV: 724 61 w K:1z.09 O � LVC: 68.00 Z v- N 730 PVI TA:lo+i5.00 0 0 0, 730 PVI ELEV:711.73 w oo N m w O K: 2.50 0' r S + N 'i N + {n U m u VC:10.00 w ' di LOWPT. STA:10+15.0 � U m W z 3 7�5 LOW T ELEV: 711.78 PVI STA: io go.00 o �° w/ 725 o o � K: 26.4 z o o ^ LVC: 78. o Ln 7.6z% ' u v o 0� w^ {+•\ PROPOSED GRADE v o a o N O V 720 m m V W rl w + N '. 0) + F+ 720 z ~ u ' u Lu F FILL(TYP.) um uw �� m w XISTING GRADE o% 4 EXISTING STORM 715 3.5' SEWER CROSSING 715 -z.00° %PROPOSED LVD STORM OT STD. CD-z SEWER CROSSING 710 710 8"x6" TEE (z) - 8" G.V. STORM (1) - 6" G.V. IA' SEWER 6" go' BEND TO FIRE z.l CROSSING HYDRANTASSEMBLY 705 705 43 6" CL. 52 DI WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA 18+ 8 700 700 DUPREE STRE T C/L STA to+0 O .t Ol N l0 00 n ,y 0 O n n n W 0p n n N ^ S n n 10+00 10+50 11+00 11+50 12+00 12+50 LOCATION OF BOLLA (3.75' OFFSET FROM C/ INTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK L DUPREE STREET PROFILE 13+00 13+50 VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 ( IN FEET ) 1 inch = 5 ft_ HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 11+95.25 HIGH PT ELEV:763-54 PVI STA:11+70.25 z PVI ELEV:763.o6 O K:17.g6 LVC:50.00 w LOW PT STA:10+15.00 LOW PT STA: io+62.5o N N Ln Lu LOW PT ELEV:758.12 rom LOW PT ELEV:759.oz ,,, H , m r z PVI STA:10+15.00 PVI STA:11+00.00 + ° x 770 PVI ELEV:7c8.o7 PVI ELEV:759.77 N I I .+ ui w !`N Fo m a ± m 't HIGH PT STA: 27+78.52 0 N w N uj HIGH PT ELEV: 756.82 o oi u > u > PVI STA:z7+45-93 0+0 m > w PVI ELEV:757.29 N w 9 Ln 770 LVC:1 00 HIGH PT STA: 30+23.00 HIGH PT ELEV: 758-49 LOW PT STA: 28+46.00 PVI STA:30+03.00 LOW PT ELEV: 756.48 PVI ELEV:758.26 PVI STA:28+46.00 K:65.o6 PVI ELEV:756.29 LVC:40.00 K:37.50 0o H 0o LVC:75.o0 a 00n Ln V7 o V1 lO + + � Ol W O N m V 00 vi > vi > ao N um >w m lW1 m V v w W LOW PT STA: 29+30. >, LOW PT ELEV:757.1 770 g+5o.o0 00 LOW PT ELEV: 751.94 r m a o PVI ELE :75733 +� PVI STA: 6+00.00 00 Ln 0 u, K:S -48 N PVI ELE :75z.65 0 + LVC: o.00 765 a K:6 LVC: 99 NW vi > NW vi > o M (z) PROPOSED 6" 450 BENDS TO CONNECT 40.0o u m u w ° 0000. 1 WITH EXISTING 6" DI WATERLINE. TIE-IN TI w °o rn °o 00co L w + ^ + � 6" DI WATERLINE WITH PROPOSED 6"x6" T m 0 I Cq 0)V n v NOTE: 6" G.V. SHALL BE CUT INTO THE EXI Ln y ^ m+^ k N v inv w w TIE-IN O EXISTING C ING LANE 6o p "' tn V > Ln V > m STA 3o z3 7 u ,+,. um uw GRADE INTERSECTION O CLING LANE (STA. 29+33) w/i-_- 760 g - w m INTERSECTION OF W ROPOSED TIE-IN TO EXISTING MCCOMB 5 TREET LL Z Lu DUNNAGAN DRIVE (STA.1z+75 / ° EXISTING 6" DI MCCOMB STR ET (STA. z6+S3 O v~ w/ LEXI LANE (STA. 13+64 1 0% .00% WATERLINE TA zz+46 755 Lu U 3.5' 755 w PROPOSED VDOT MIN. EXISTING GRADE r 2 STD. CD-z 1.5' z 3.18 46A EXISTING OAD 1•03% 1.5 750 GRADE 750 PROPOSED 8"x8" TEE �5 PROPOSED SEWER STORM CROSSING �PROPOSED8"x8"TEE 3 5' MIN. 48A & (z) - 8" G.V. & (1) - 8" G.V. ROPOSE 6" CL. 52 DI WATERLINE 2 94% PROPOSED 8" CL. 52 DI WATERLINE � 3 PROPOSED 8"X6" REDUCER 745 PROPOSED 8"x8" TEE 745 STORM & (3) - 8" G.V. PROPOSED STORM PROPOSED PROPOSED FIRE HYDRANT SEWER CROSSING SEWER CROSSING ASSEMBLY w/ 6"x6" TEE J 7REMOVEXISTING 66A PROPOSED 8" SANITARY EXISTING STORM SEWER CROSSING 740 SEWER CROSSING BLOW -OFF & 740 TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE MCCOMB STREET CLING LANE EXISTING 8" CL. 52 735 DI WATERLINE 735 N H 00 M 01 O M n 01 O 00 ID V1 0) O O O M tD N Ln rl M m VO ci lD M Ol O 00 N N 0) W 1� 00 1� lD n O 00 N M .t 00 M 't 01 c0 ri 0) vl Il 00 It ri 10 't 06 00 .t Ol W S Ol O N O N XI M Ln rl ul rl to u> N VJ ul M VJ N f n ul r` l(1 n U1 VJ ul lD L!1 I� L!1 ^ OJ u> 00 Vl W 3l Vl n r ^ ^ � ^ n Zr ^ n f n ^ n Ln n ^ n � ^ n ^ n ^ n ^ n ^ n n ^ n ^ ^ ^ y1 ^ n ^ n N ^ n ^ ^ ^ ^ 20 Lu 770 K:2.50 :z . u V N VCao.00 LVC: 5.0o m w n Z m. ~ J �1 �VNpNN V 00 0 ry L JLn V1 M) VQ �i ;765 765 t>.� m > w u m PROPOSED >Lu 1. m w m GRADE MILL & OVERLAY EXISTING DRIVEAY 760 76o 3 S, 4.69% 0 00 2.0o 0 EXISTING 8" DI ZD FOOTER FILL PROPOSED 8" CL. 5z WATERLINE -OFROAD) (TYP.)� DI WATERLINE STUBOUT 755 °' ROPOSED 8" - 45° BEN ID 755 RSECTION OF PROPOSED 8" - 4S° BEND REMOVE EXISTING PLUG (STA. io+oo) (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N f^ M F lD N00 O P41 N �O l0 l0 n Ln n � n n n l^ 10+00 10+SO 11+00 11+SO 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE] 21+So 22+00 22+So 23+00 23+So 24+00 24+So 2S+00 zS+So 26+oo 26+So 27+00 27+So 28+oo MCCOMB STREET - CLING LANE PROFILE 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 3.5'OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. LOW PT STA:10+i5.00 LOW PT ELEV :747.94 LOW PT STA: 10+53.17 PVI STA:10+15.00 LOW PT ELEV:748.6S PVI ELEV:747.89 PVI STA:11+o5.67 K:z 50 PVI ELEV:749.70 76o LVC:io.00 K:26.38 ao5.00 0o m o 0, o N n ui N ui u? m PROPOSED GRADE 755 Co U W RAMBLING BROOK L (STA. 26+93) 750 z o09 PROPOSED VDOT STD. CD-2 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 735 10+00 1.7' VDOT POSED STO VER CROSSI PROPOSED STORM SEWER CROSISING PROPOSED 8" SANITARY SEWER CROSSING H I G H PT STA: 12+33.13 HIGH PT ELEV: 75633 PVI STA:12+o8.13 PVI ELEV:755.83 K:1z.56 LVC:5o.00 i MIt i M 00Ln M L1O11 N ^ N a >°>° >w �o m w 3. 1.2' NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, 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. DUNNAGAN DRIVE (STA. 12+75) w/ CLING LANE (STA. 29+33) 76o 8" CL. 52 DI M .t ~O M n^.1 01 N 1 l0 n n ^ r n ^ nLn 1o+5o 11+00 11+50 12+00 12+50 FDUNNAGAN DRIVE PROFILE' 755 PROPOSED 8"x8" TEE & (z) - 8" G.V. 750 =D STORM ROSSING 745 t INTI LEXI LANE I 740 RAMBLING BROOK L Iu091 735 28+5o 29+00 zg+So 30+00 30+50 31+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 2007 ROAD AND BRIDGE SPECIFICATION 303.04 LOW PT STA:lo+5o.00 v LOW PT ELEV: 739.21 N PVI STA:11+35.00 PVI ELEV:740.91 K:z6.13 6i LVC:170.00 > m 76o HIGH PT STA: 13+10.75 HIGH PT ELEV: 75330 PVI STA:12+71.50 PVI ELEV:752.S2 K:1z.o7 LVC:78.5o n M M m + rl + to N LLl 3 N V It >w +Ln w w0 .M+ F ON ) EXISTING EE & (z) 6" G.V. STING 6" W/L. F0 0 o Z w °,M 0 n 00OF-m HwLn tA> Ln> Ji O 755 m m w w Z W U 755 LOW F TSTA: 1o+1S.o LOW TELEV:738.56 PVI TA:3.o+15.00 PVI ELEV:738.51 75 O K � 5o VC:1o.o0 EXISTING GRADE 750 00 H 00 0 y10 00 c0+i M N � 0 ui ,0y ui PROPOSED / GRADE PROPOSED 8"x8"TEE 745 Qum W & (3) s" G.V. 745 m w 3.5 PROPOSED FIRE HYDRANT / MIN. 2.3' ASSEMBLY w/ 8"x6" TEE 740 34C 740 - .o Of 2.000A VPROPOSED :RSECTION OF PROPOSED STD. CD-2 VDOT SEWER STORM CROSSING STA. to+oo) w/ N (STA. 24+66) 735 STORM 735 13' PROPOSED ROPOSED 8" CL. 52 DI WATERLINE )SED 8"x8" TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O W N N n� M ,Ny I� Ln Q> .t 0 N 0It m It 13+00 to+oo to+So 11+00 a+So lz+oo lz+So 13+00 LEXI LANE PROFILE 13+50 14+00 SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i Z Z O a C oO m wz Z J O .a F u u IJ. N N F N N O\1 N L9 Cn A z C`7 CID a CN co W CN L--1 U CY) C%) N J > z LLB Lu LL_ J LL > p LJ ~� I- ~� 0 06 LLI J Q ~� LLJ U W �- i Y V) < Lu 2 0z F-z Q LLu W 1 W - Cl) V JLU z J Q Q (D Q ® o W o J u a- GF 1 W W a 1n JOB NO. 182154 SCALE V:III =5' H: 1" = 17,01 SHEET NO. 17 INV IN:7 INV. OUT: 7 INV IN: 7; EX. 11 CONTRACTOR SHAI EXISTING INVEF MH-EX-9 AND I PROPOSED CONN 17 755 EXISTING GRADE m x 8, ? O pn = O 00 LO _ 1- o F 00 00 co 00 7 � 760 60 o Mom^ , LiJ ^ ^ rj p.H. u:. D V1O 1� 00t__0 ;F =F�>> lnN ^O 220 mo�Z� �n�__ =d�> 0 1- O 2inE O o Q 755 $ a, Z z 755 ^ ^ ^ i o ^ 't d MH-EX-9 + m ^ ^ a 0^ z z STA: o+oo.00 0 EX RIM' 748.98 M - 2 > > > ;g.67T0 MH-45 - - PROPOSED GRADE IV. OUT: 739-41 750 PROPOSEDSTORM PROPOSED SEWER CROSSING OGHOUSE r MANHOLE 53 745 745 1 PLUG EXISTING 8" DIP T I N TO 1.5 INV. I N= 743-79 VSTALL DIP ECTION � 62.38 r7a 1 LF o.53% 8" DIP 740 1.o' 47.78 LF @a o.63% 740 8" SDR-26 PVC 61.4o LF Qa 2.25% 3" SDR-26 PVC 77 LF Qa 0.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N .t 00 CO m W tD O N O^ 00 a r' ^Ln Ln 0+00 0+50 1+00 i+50 2+00 2+50 MH-51- MH-EX-9 PROFILE 765 76o MH-34 STA: 4+13.17 RIM: 754-42 INV IN: 744-53 TO MH-35 INV OUT: 74433 TO MH- M H-35 STA: 5+35-71 RIM:758.00 INV IN:748.2oTO MH-36 INV OUT: 748.00 TO MH-34 MH-36 ` STA:6+28.83 RIM:756.83 INV IN: 749.zo TO MH-37 INV OUT: 749.00 TO MH-35 765 M H-37 STA: 7+6o.46 RIM: 756.42 INV OUT: 749.92 TO MH-36 76o SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i STA: o+gl.00 MH-33 RIM'744.00 STA:2+66.36 755 INV IN: 732.2oTO MH-32 RIM:748-75 755 IN OUT: 732.00 TO MH-zg INV IN: 737 45 TO MH-34 PROPOSED GRADif INV IN: 737 45 TO MH-38 PROPOSED ,z" YARD INV OUT: 737.25 TO MH-32 / PROPOSED 8" DRAIN CROSSING MH-32 45 WATERLINE 750 STA:1+34.84 CROSSING 750 RIM: 744.00 5 1' INV IN: 736.53TO MH-33 / PROPOSEDSTORM 8" SDR-26 PVC MH-29 INV OUT: 6. TO MH- 1 73 33 3 PROPOSED 8" ROOF SEWER CROSSING 2.7 SDR-26 PVC ��7.63 LF Qa 0.56% 2 STA: o+oo.00 RIM: 740.00 VDIIR DRAIN CROSSING 8" 89 °.3 LF Qa o.90% C 745 INV IN: 727.2oTO MH-30 OPOSED 8" ROOF 8° D\P 745 � INV IN: 727.2o TO MH-31 C� 2 g3°7° u INV OUT: 7z7.00 TO MH-z8 PROPOSED STORMAIN CROSSING 8 53LF SEWER CROSSING 11 ° PROPOSED 8" Z o ¢ C 7VPROPOSED 8" 39 � WATERLINE 740 TERLINE 6 CROSSING 740 Un co OSSING $,p\��g2% �..� ' 0 V / w J E 35 2 2 1�y. z o F L u / ` cn Z E 735 8" DIP 127.51 LF Qa o.56% 735 / W C� u EXISTING GRADE 730 725 0.9' 1 8" DIP 39.84 LF Qa \e 5za� V 01 °0 � lD p p ,py00 0" ri N M n n 00 ^ P^rl ^ n ^ ^ ^ ^ Crl rl 0+00 0+50 1+00 1+50 2+00 2+50 755 MH-44A MH-44 STA: 6+72.96 STA: + 0.82 4 7 RIM:75.00 RIM' 747.00 INV 0UT: 746.SoTO MH-44 75 O INV IN: 736.95TO MH-44A 75 O INV OUT:736.75 TO MH-43 EXISTING GRADE _ MH-43 - - STA: 3+01.72 MH-41 / RIM:742.00 745 STA: o+67.96 / INV IN: 731.87 TO MH-44 PROPOSED 8" 745 RIM: 73133 / INV IN: 725.03 TO MH-42 PROPOSED INV OUT: 731.67TO MH-42 WATERW\.�l INV OUT: 724.83 TO MH-,g / GRADE CROSSI r )�_� 4.0 740 MH-42 740 STA:1+31. z7 19g 1k RIM: 734.00 INV IN: 726.20 TO MH-43 INV OUT: 726.00 TO MH-41 735 A A 735 C. IraPi 8„ 5D C - 165•y0 \.F 730 730 / a. SDRF 3.29% STA: o o0 oo RIM: 724.-- 166.45 4.7o TO MH-41 L4.So TO MH-16 725 8" SDR-26 PVC C °\° 59.32 LF Qa 1.64% 720 w 1 720 ry�ey 73-5 715 710 710 O p1 lD m ri 0) ri ri N 01 00 W It N It N 0) 00 M N M .t �t N S Ln m ID 00 0 ri V7 00 l0 O N d M rl It N M rl M N N M rl ^ M M N M . l0 't O 00 .t ry Q7 1 .t n'1 W f .t W .t l0 W .t ^ N f d ^ W .t Ol O Ln Ln ^ N ^ ^ ^ ^ ^ ^ m ^ ^ M ^ ^ f ^ ^ ^ ^ ^ ^ d ^ ^ 't ^ ^ ^ ^ 't ^ ^ d ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 M H-44A 3+50 4+00 4+50 - MH-19 PROFILE 5+00 5+50 6+oo 6+50 7+00 00 M M N 00 It ('0 00 I� M 3+00 3+50 4+00 4+50 5+00 MH-37 - MH-29 PROFILE1 VERTICAL GRAPHIC SCALE IN FEET 730 725 CO 01 0 OD S m N n ^ Ln ^ ^ N N F � .-I � N n 5+50 6+oo 6+5o 7+00 7+50 1 inch = 5 IT, HORIZONTAL GRAPHIC SCALE 0 0 25 50 100 A ( IN FEET I I inch = 50 ft 755 NOTES: I. 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. 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. 755 750 / MH-30 750 M H-z9 STA: 4+36.37 STA: 2+12.32 RIM:746.42 RIM: 740.00 INV OUT: 735.17 TO MH-29 745 INV IN: 727.2o TO MH-30 745 INV IN:7z7.zoTO MH-31 MH-28 INV OUT: 727.00 TO MH-28 STA: o+oo.00 RIM: 735-50 PROPOSED GRADE / INV IN: 724.03 TO MH-29 740 INV OUT:723.83 TO MH-26 740 PROPOSEDSTORM SEWER CROSSING PROPOSED 8" WATERLINE CROSSING--,,,,,36A 735 /735 EXISTING GRADE PROPOSEDSTORM g` O\P 6z°ro SEWER CROSSING 6' 43 06\ F @3 220 730 31' 730 2.1' 208.32 LF DIP C -1430/0 725 725 720 720 1� S I� O^ ^ p ^ � S ^ M O^ M �O) V7 N n ^ !^ n ^ n M !^ M M n 0 n ^ n ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-30 - MH-28 PROFILE 4+00 4+50 0 Cn A z C`7 ® � a CN co w i N F--1 rn Cn N J > z LLI LL W Lu F--F O F--F L9 F__ O 0 J CO w U LV w Lu Ln W Q ul "'_ z zLu L U l/1 � Lu - Cl) V JLU z J Q Q (D Q ® O Lu o J u bF 0 W W CL In JOB NO. 182154 SCALE V:III =5' H: 1" - 17,01 SHEEF NO. 10 MH-z7 STA: o+oo.00 RIM: 735�75 INV IN: 7z6.iz TO MH-4o / 740 INV OUT: 7z5.gz TO MH-z6 / 740 i / XISTING GRADE 735 735 PROPOSED GRADE 730 � 3.g 730 $� SORE 1 725 725 Op ^ C? � M � M � m � MH-47 STA: 2+12.30 MH-48 T 0 RIM: 755-75 STA: S+69.75 MH-40 INV IN: 74z.7oTO MH-48 RIM:758.50 �� STA: 1+48.54 760 INV OUT: 742.5o TO MH-46 INV OUT: 747.0o TO MH-47 76o O SCOTT R. LINSZ RIM:740.50 745 INV OUT: 73i.75 TO MH-z7 745 U No. 35791 � �l 7/29/22 �Q oSSIONAL E��tEn z w 0 U ,,^^ a V/ � Z Z o ¢ o 0 a m H U) D z 0 J z ti O O F w ` n Z / �Q WLu J Q 0+00 0+50 1+00 1+50 0 MH-4o - MH-27 PROFILE > 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 S+50 6+oo w [K4H-48 - MH-45 PROFILE MH-53 NOTES: STA: o+68.49 i. ALL FILL TO BE PLACED AT 95% COMPACTION. RIM:Nzz.5o z. MINIMUM OF COVER MUST BE MAINTAINED OVER W/L. INV IN: 7i6.95 TO MH-54 3�5' O INV OUT: 7i6.75 TO MH-5z 0 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM w r-j r_j 73 73 SEWER & W/L AND i.S' OF SEPARATION BETWEEN W/L & F rlj�rlj MH-54 SANITARY SEWER MUST BE PROVIDED. o rj MH-Sz STA: i+53.i6 STA: o+oo.00 RIM: 7zz.6-1 RIM:7zz.00 INV IN: i .o TO MH- INV OUT: 717.5o TO MH-53 7 3 3 53 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE Lp INV. OUT: 713.83 PROPOSED 725 SIZE NO. z5 OR z6, AGGREGATE BASE MATERIAL SIZE z2A OR ziB, FLOWABLE GRADE 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. Cy) Air 720 - - 3-5' ]20 z N. M Q 8" SDR-26 PVC EXISTING GRADE 80.66 LF @ o•68% CN VERTICAL GRAPHIC SCALE M 715 c z,I' ]15 5 ° 2.5 5 ° 20 0! � W J ' TIE-IN TO EXISTING 8" PVC , SpR-1 (I°�o O SANITARY SEWER INSTALLED---,.6 VF EXISTING STORM ( IN FEET) m V / WITH PHASE I DEVELOPMENT (01%* SEWER CROSSING 1 inch = 5 It. N J 710 710 HORIZONTAL GRAPHIC SCALE � z lD w a) Ln M 0 0 50 0 25 50 100 200Ln . " i I--� LLJ L L W N ^ N n N ^ N J n n n n ( IN FEET) 1 inch = 50 It O 0+00 o+So 1+00 1+50 w I--1 H� MH-54 - MH-52 PROFILE M"_39L9 0 C6 STA:3+3z.99 W RIM:7 8.So CO H-38 760 INV OUT: 747.00T0MH-38 ]EO Q 1--� _ 1_ -I W U W Ln Y V) W Q Q F7- INV IN:7 ul � Z INV IN: 7 � � Q LU Ln INV OUT:7 Wz Lu W - U V J z JLu Q Q Q ® CD W o J GF CI w d Ll Ln JOB NO. 182154 0+00 o+So 1+00 1+50 2+00 2+50 3+00 3+50 SCALE V:i"=S' MH-39 - MH-33 PROFILE "EEF °' SHEEP NO. 1g M H-46 STA:i+64.z5 R I M: 747�75 INV IN: 74i.iz TO MH-47 755 INV OUT: 74o.gz TO MH-45 755 MH-45 STA: o+oo.00 ROPOSED GRADE RIM:748.s7 INV IN: 74i.i7 TO MH-4g EXISTING GRADE / _ 75 O INV IN: 740.0o TO MH-46 75 o INV OUT:739.8o TO MH-EX-g / 8�� pIP 745 353.45 LF C 1•zz% 745 3�5' MIN. 8" DIP i6o.z5 LF Qa o.57% 740 740 o.g' 8" DIP 44.05 LF Qa 3.i3% PROPOSED z4" HDPE SWM 735 OUTFACE PIPE CROSSING 735 ci � .t h � V1 Vl � W N M .} M � 0 1p M b ci M 01 l0 ri � ri � \p n � N DD � � M � N � Vl � tD y� I� � N � Ol � 'i ^ N ^ ei � MH-38 STA:o+56.64 RIM: 749.50 755 INV IN:737.95T0 MH-39 755 MH-33 INV OUT:737.75 TOM H-33 STA: z+66.36 RIM: 748�75 37�45 TO MH-34 37�45 TO MH-38 37�z5 TO MH-3z -PROPOSED GRADE 750 PROPOSED STORM � 745 SEWER CROSSING 8� 745 PROPOSED 8" 49 WATERLINE � 212.35LF CROSSING 740 6:4' 740 4:0 EXISTING GRADE 8"SDR-z6 PVC 735 5z.64 LF Qa o.57% 735 �t 'i M � � � ri � 750 745 740 735 STR:16D VDOT STD. DI-3C (L=6') TP=735-42 INV IN: 729.17 TO 68 INV IN: 727.93 TO 16F INV OUT: 727.83 TO 16B O ce ° L yo365 725 STR:70 VDOT STD. DI-36 (L=8') TP=746-75 INV IN: 739.6o TO 7oB INV IN: 742.67 TO YD-11 INV OUT: 739.So TO 68 STR:68 VDOT STD. DI-36 (L=8') TP=739-17 INV IN: 733.10 TO 70 INV IN: 735.5oTO RF-1g INV OUT: oo TO 16D STR:7oB VDOT STD. DI-3B (L=8') TP=746.83 INV OUT: 740.00 TO 70 750 733 745 EXISTING PROPOSED! GRADE WATERLINE PROPOSED CROSSING GRADE 1.z' 740 15" RCP 27.72 LF Qa 1.44% 735 In 00 F O M V1 N O 00 r, m m 00 ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - STR-16D PROFILE 730 725 STR:78 VDOT STD. DOGHOUSE MH TP=745.67 INV IN: 739.00 TO 78B INV IN: 742.00 TO RF-25 INV OUT: 738.10 EXISTING 750 F-GRADE TIE-IN TO EXISTI STORM SEWER WITH DOGHOUSE STR:EX-5o NEW DI-1 TOP EX TP=Fas.4a 722.50 EX INV IN: 713.27 TO EX-52 730 EX INV OUT: 713.17 TO EX-16 STR:EX-16 EX-MH 0 w EX TP=722.00 w O EX INV IN: 712.67 TO EX-50 g 0 CO PROPOSED 00 EX INV IN: 71z.75 3 GRADE EX INV OUT: 710.83 Z a ^ N p) ^D X ^�0 �Fzz �xxx Cn www 720 I \ EXISTING STRUCTURE TOP TO BE MODIFIED PROPOSED 8" SANITARY 715 SEWER CROSSING �'4 II II I I I 15" RCP ° 710 84.7o LF Qa 0.59 A 15" RCP 54.85 LF Qa o.57% 705 D. DIO3B (L=1o') STR:78B VDOT ST TP=745-58 INV OUT: 739.58 TO 78 745 745 PROPOSED GRADE 740 740 NG 15" RCP M't15"RCP DROPOSE 13.25 LF Qa 4.38% MANHOLE 735 735 a ^ 0+00 0+50 STR-78 - STR-78B PROFILE 15" RCP 67.29 LF @a 0.59% STR:EX-68 NEW MH TOP EX TP=719.58 EX I NV I N: 714.18 TO 76 EX INV OUT: 714.o8 TO EX-52 730 STR:76 VDOT STD. DI-3B (L=8') TP=7z1.50 INV IN:714.6oTO76B INV OUT: 714.5o TO EX-68 725 STR:76B VDOT STD. DI-36 (L=12'; TP=721.42 INV IN: 717.42 TO YD-7 INV OUT: 715.00 TO 76 720 725 15" RCP 33.82 LF Qa ia8% 15" RCP 710 24.57 LF @a 1.30% TIE -INTO STORM SEWER STRUCTURE INSTALLED WITH PHASE i DEVELOPM 705 'y00 m n ^ N ^ N ^ N 0 N ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 FSTR-76B - EX-STR-16 PROFILE STR:72 V I STI INV INV II INV Ol 745 3+00 745 DOT STD. DI (L=6') STR:74 VDOT STD. DI-36 (L=8') TP=73o.83 TP=736.00 I N V I N: 724.93 TO 74 I N V I N: 728.93 TO 74B NV OUT: 724.83 TO 22 INV OUT: 728.83 TO 72 740 740 / EXISTING STR:74B VDOT STD. DI-36 GRADE TP=736.i7 INV IN: 732.5o TO RF-21 ':22 VDOT STD. PROPOSED INV OUT: 729.33 TO 74 DI-3B (L=4') GRADE 735 TP=73o.67 N: 7z4.5o TO 7z : 723.27 TO 22B PROPOSED 8" IT:7z3.17TO 20 WATERLINE CROSSING 730 730 15" RCP 725 15 R�3.41% 33-75 LF Qa 1.1g% 7�5 yy2.a5�-E i5" RCP 18.25 LF Qa i.81% 720 720 I� f N N .I rii .T f O H '4 N N m n'1 m ^ 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22 PROFILE STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ O p am LL m p ^kD M^ INV OUT: 730.00TO28 m m I- m m0'O > n rm MPH 745 Mo F 000� m�zz0 O n N M,'4 /H a>>> 745 O �m �oMmm� / n�ZZZ PROPOSED 8" o °U? m� m mz Z Z� WATERLINE M Om Z � n - 0 1.3' CROSSING ^-O H a Fd>> LnFZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP �XISTING GRADE PROPOSED 8 15 &�1s o 33,17 LF Qa 1.19% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CROSSING 0.9' 1.1'riR 15`F 2-59M0 .. . 0110 106.'S 730 730 7z6.83 TO 24" R70*' GROUND-,,167.56 LF CILITY'C' 47.93 LF Qa i.00% z4" RCP 7�5 47.57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF @a i.5o% 720 720 N 1p N (� N pl N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 0+00 0+50 1+00 1+50 2+00 STR-74B - STR-22 PROFILE STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ O p am LL m p ^kD M^ INV OUT: 730.00TO28 m m I- m m0'O > n rm MPH 745 Mo F 000� m�zz0 O n N M,'4 /H a>>> 745 O �m �oMmm� / n�ZZZ PROPOSED 8" o °U? m� m mz Z Z� WATERLINE M Om Z � n - 0 1.3' CROSSING ^-O H a Fd>> LnFZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP �XISTING GRADE PROPOSED 8 15 &�1s o 33,17 LF Qa 1.19% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CROSSING 0.9' 1.1'riR 15`F 2-59M0 .. . 0110 106.'S 730 730 7z6.83 TO 24" R70*' GROUND-,,167.56 LF CILITY'C' 47.93 LF Qa i.00% z4" RCP 7�5 47.57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF @a i.5o% 720 720 N 1p N (� N pl N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:16F VDOT STD. DI-3B (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 740 F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 ROPOSED GRADE 730 730 15" RCP 19.47 LF Qa 3.85% 725 725 m ^ STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ O p am LL m p ^kD M^ INV OUT: 730.00TO28 m m I- m m0'O > n rm MPH 745 Mo F 000� m�zz0 O n N M,'4 /H a>>> 745 O �m �oMmm� / n�ZZZ PROPOSED 8" o °U? m� m mz Z Z� WATERLINE M Om Z � n - 0 1.3' CROSSING ^-O H a Fd>> LnFZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP �XISTING GRADE PROPOSED 8 15 &�1s o 33,17 LF Qa 1.19% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CROSSING 0.9' 1.1'riR 15`F 2-59M0 .. . 0110 106.'S 730 730 7z6.83 TO 24" R70*' GROUND-,,167.56 LF CILITY'C' 47.93 LF Qa i.00% z4" RCP 7�5 47.57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF @a i.5o% 720 720 N 1p N (� N pl N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:38 VDOT STD. DI-3B (L=6') 0+00 0+50 STR-38 - STR-16F PROFILE i INV. IN= UNDEF SWM F/ (L=io') iv N STR:34B VDOT STD. DI-3B (L=4') 74 TP=747-75 m INV IN: 740.43TO34D 0 om INV OUT: 740.33 TO 34 o M STR:28 VDOT STD. MH > 0 TP=747 58 ao F OF o"'o INVIN:740.75T05o � O 0 6 INVIN:729.75TO30 m o 00 ^� INV IN: 739.5oTO40 m H N co 0 75p INV OUT: 7z7.00 TO SWM FACILITY'C' o m O n Z O 750 STR:3o VDOT STD. DI-3B (L=8') m -O O'o H Z Z 0 TP=745 So m o °, N ~O N o m INV IN: 730aoTO32 ^ O p am LL m p ^kD M^ INV OUT: 730.00TO28 m m I- m m0'O > n rm MPH 745 Mo F 000� m�zz0 O n N M,'4 /H a>>> 745 O �m �oMmm� / n�ZZZ PROPOSED 8" o °U? m� m mz Z Z� WATERLINE M Om Z � n - 0 1.3' CROSSING ^-O H a Fd>> LnFZZZZ_ 740 PROPOSED GRADE n ~ Z 740 15" RCP �XISTING GRADE PROPOSED 8 15 &�1s o 33,17 LF Qa 1.19% 735 PROPOSED 8" SANITARY CROSSING 136y� 735 SEWER CROSSING 0.9' 1.1'riR 15`F 2-59M0 .. . 0110 106.'S 730 730 7z6.83 TO 24" R70*' GROUND-,,167.56 LF CILITY'C' 47.93 LF Qa i.00% z4" RCP 7�5 47.57 LF @a 0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF @a i.5o% 720 720 N 1p N (� N pl N N Ln Vl ^ S U1 M m m `^ m m mm N M of mm °� � om 'i a m °1 ^ ^ ^ n ^ ^ ^ ^ ^ m ^ m ^ m ^ ^ ^ ^ ^ n STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00TO CULY�kr_} INV OUT: 751.00 TO 44 PROPOSED GRADE 76o 76o PROPOSED VDOT STD. ES-i NV. IN=756.00 EXISTING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ i 0+00 0+50 CULVERT-i. - STR-46 PROFILE 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR-34D - SWM FACILITY'C' PROFILE 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. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE 5 STANDARDS. [` NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: ALL DRAINAGE STRUCTURES WITH A 5C DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STR:42 VDOT STD. DI-3B (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 42B STR:42B VDOT STD. DI-36 (L=6') INV IN: 749.1) RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE 1.1 CROSSING 745 745 15" RCP 29.02 LF Qa 1.1o% 740 740 co ^ m N ,y ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 0+00 0+50 STR-42B - STR-42 PROFILE NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 fL STR:36 VDOT STD. DI-3B (L=8') TP=739-17 INV IN: 734.17 TO 36B EXISTING GRADE INV IN: 735-5oTO RF-i5 INV OUT: 732.25 TO 3 zB 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-3B (L=8') STR:36B VDOT STD. DI-3B TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-2 N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 IPOSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.2' 15" RCP 15" RCP F Qa 1.14% 4,3 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 Ln V d S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. MCLINSZ No. 35791 i�' 12/05/22 Z Z C o O� m H U) D 2 0 J Oti F u > > z p �W/ u IJ. - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 - J o c p- O- 5 0 tu 5 1n 3g J p_ w ED �Q CQ) V) J z LL LL N N N N Q O 0 11 n O\ N z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 z C`7 CID a CN 4 0- M w CN I--1 m C%) J >N z Ld H� w > J_ U) n ®� H O6 Q CID w H� U uj u1 Y V) c/1 Lu Q G 2 � � O ul zLu Lu � z � U V J 0 z J Q Q Q ® C) �.0 o J bF w w a JOB NO. 182154 SCALE SHEET NO. 20 2 N W CO Ci 0 00It N O O ^°a �F= rl Lnzzp Ln I� z z z 76Q STR:48 VDOT STD. DI-3C (L=6') TP=756.58 INV IN: 749.18 TO 48B INV IN: 752.83 TO RF-14 INV OUT: 749.o8 TO 44 STR:4813 VDOT STD. DI-3C (L=1o') TP=756.58 INV IN: 75z.9z TO YD-4 INV OUT: 749. So TO 48 76o METING GRADE 755 755 ROPOSED GRADE PROPOSED8" WATERLINE Oti PROPOSED 8" f CROSSING WATERLINE 2.6 CROSSING 1.3 750 750 15" RCP 15" RCP 100.44 LF @ 0.56% 34-74 LF Qa 0.92% 745 1 745 �N ^ Ln V ^ 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-1 INV OUT: 751.00 TO 44 EXISTING GRADE ROPOSED GRADE STR:46B VDOT STD. DI-7 76o I INV OUT5751.75 TO 46 o+o0 0+50 STR-4613- STR-46 PROFILE 76o m 'D m 755 0 o M F M ^ w m F N L H ^ Xo6rl Pf w -> rl?ZZ 750 �a-ZWw 745 II II II II EXISTING GF POSED GRADE ROPOSED 8" WATERLINE CROSSING 1.4 76o STR:66 VDOT STD. DI-313 (L=8') TP=751.25 INV IN: 747.5oTO RF-13 INV IN: 744.io TO 66B INV OUT: 744.0o TO EX-32 755 STR:66B VDOT STD. DI-313 (L=12') TP=751.25 INV OUT: 74433 TO 66 750 PROPOSED 8" WATERLINE 745 15 RCP Lis" RCP 740 z19.49 LF 1.zz% 34.85 LF @ o.66% 740 TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE z DEVELOPMENT 735 p „Mj V1 rl W ,oy .t H 00 0 n 0 n S n 0 n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-66B - STR-EX-32 PROFILE N J_ m V00 V M 0 m N O p 0 � p p m 0 OO� IDO0 Q Q� ,, 755 EXISTING GRADE 750 24" RCP 61.03 LF @ 1.23% INV. OUT=743 75 745 STR:6o VDOT STD. DI-3C (L=6') STR:64B VDOT STD. DI-313 (L=8') TP=755.o8 00 J TP=756 75 INV IN:747.5o TO 62 m INV IN: 752.00 TO RF-12 INV IN:747.z7TO6oB T p INV IN: 753.o8TO RF-11 INV OUT: 747.17T0 58 co It INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-313 (L=6') 0 O m STR:64 VDOT STD. DI-3B (L=8') TP=755.58 F- m00 TP=756 75 INV IN: 746.85 TO 6o o M o� �- INV IN: 749-43 TO 64B INV OUT: 746.75 TO 56 N �� INV OUT: 74933 TO 62 ^ZO Fa>> `n ~ Z Z STR:56 VDOT STD. MH TP=752.00 INV IN' 746. 43 TO 58 INV OUT: 746.33 TO 54 ROPOSED GRADE i 15" RCP mmm i34.83 LF 1.04% 15" RCP 24 RLr 32.18 LF Qa 1.03% PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED LF @ 1.z9% OUTLET OUTLET PROTECTION w/ FILTER FABRIC--�1' i34'�9 2y" RCP 735 UNDERLAYMENT (L=zo', W1=6', W2=12', D=i.5') z4" RCP 51.28 LF @ o.6z°/a 7 PROPOSED 8" SANITARY 44'25 LF dal o.7z% 740 SEWER CROSSING F 0 N ^ } o STR:40 VDOT STD. DI-3B (L=8') 0 .'t 0 r: Ln H O H O TP=74833 m > o ^ ^� , > CO.^It O O a, INV IN: 740.43 TO 4oB ID ; z z 0 m 1O r � o > O N "' 4� INV IN: 744.67 TO RF-6 76Q a - - 'D z o a..� 76o INV OUT: o. TO z8 74 33 m F a>>>_ vi F Z ZZ ^-O-o F a» P �Z0 u d z z � >Z >Z 76o m ,mom„ m 755 750 20POSED 8" WATERLINE CROSSING 745 GRAD 755 750 L24" RCP 48.25 LF Qa 1.04% z4" RCP 56.66 LF Qa 0.71% 745 M M 0 W ^ n n ^ ^ ^ Ln 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M 0 To u 0 y0 0 STR:5o VDOT STD. DI-313 (L=io') F N TP=749-So OQ 00 INV IN: 742.02 TO 50B r o , ^ INV IN:743-50TO52 m ^ -F= INV OUT: 742.92 TO 28 z p 750 i? Lzz „r 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 EXISTING GRADE 740 740 28" RCP 27.66 LF Qa o.83% 735 735 0+00 0+5o STR-5oB - STR-50 PROFILE tJ .t O v aw0 u- in O 0 ~ ~ ~ ~ o 2 ai O ri ^R 0 t 755 Ln > p N ^ 000Ln 0 :11 T-t F- � � o ^ 0 ^L^N F O- >> > LA F ZZZ C)m o M0) > PF- -- ^'� 750 ^zzzo co a H»» ,nzzzz 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 m m p m �^ ItIt�0 Ci Ln 000� o����'t 0 M Ln Ln am ^ > 00 nnnF ^zzzo FCL LnF- ZZZZ ED GRADE )POSED 8" GRADE TERLINE )SSING 1.T i5' RCP 0 01LFg% 1.7' 116�3. z 2' 18" RCP 29.16 LF Qa 1.1o% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF Qa 1.74% 1. 755 PROPOSED WATERLINE CROSSING 750 15" RCP 27.68 LF @ 1.16% 745 740 M 1� S O N 1p 0 Ol M N •i Vl Ol n It n n n n n n n ^ ^ ^ ^ ^ ^ n ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 FSTR-64B - SWM FACILITY'B' PROFILE FL Lu 2 w J � V 15 K` 6.y% .7 X-f = N o ° u 0 76o F o 76o STR:Sz VDOT STD. DI-3B (L=1o') STR:52B VDOT STD. DI-3B (L=10') o 10 v~i O 0 °o 11 F- 00 N N °o 0„ FI 9 Q m TP=755.25 TP= z 755 5 in F- F- � $ 't w g M 0No INV IN: 7y8.02 TO 5zB INV IN: 751.58 TO RF-8 > n u Oj N 0 CO?�ZZp 0 m °v v0 INV OUT: 7479zTO5o INV OUT: 748.z5TO5z �a>>> 755 t [] °pC, 755 �zz� ^--0 Ln 0 LnM- F- 000 Ln F No i ii»> Ln F z z z o o o un PROPOSED 8" 76O ^ ^ N > ^ ^F m WATERLINE 000 o mo ^ > `^'t o �? ? O CROSSING co Z Z Z 0 F Z Z Z 750 > > > > 1.z' 750 �Fzzzz PROPOSED GRADE 755 750 � 11 7 15" RCP 57.5o LF Qa 1.74% 745 PROPOSED 8" SANITARY SEWER CROSSING 740 In V7 N NO ♦i ^ M ul OM ^ r 0+00 0+50 1+00 1+50 2+00 2+50 3+00 Ls TR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 ° 2.5 5 10 20 ( IN FEET ) 1 inch = 5 It, HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 3+50 735 730 725 745 I L15" RCP 127.63 LF @ 740 / SEWER CROSSING 5'RCP 735 64.16 LF Qa 1.82% 730 725 GRADE ul N Hl ^ M ,M . N rq N. 0) m 0+00 o+SO 1+00 1+SO 2+00 2+50 STR-52B - STR-28 PROFILE 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. 3+00 NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 745 740 735 730 725 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. SCOTT/R. MCLINSZ No. 35791 i�l 12/05/22 Z Z o d Oac H ac m D 2 J Q O F u n Z .. p C ui o 1� n - J o c a d Q C K 5 0 tu i LO 3g J a w Cce _D 1Q C z Ln Z N W N N N N "Z rn o c N N Cn ACIO z N CY) w �T P- CY) C%) N J > z J LL. 111 J W U)Lu F� t_9 1--- 0 O did Q m w _ ~' W W Y V) c/1 � G 2 � ul U) O z w uj � V Lu J � 0 z J Q (19 Q ® o W o J bF 0 w x o_ Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21 Cl I\\� / ♦ �\ \ ♦ ♦ -� RAINAGEDIVIDE (TYP) / r ^ --�J♦ ♦ \\\ \ \ ` \ \\\ / ` - \� \ \ \ \\ \ ZLL 7 1_ \ b°r 7 YD-6A I 7 1 s ♦ \� � \ \I F 54 .. _ - � \� RF szA _ 09 for (o � YD-6C � �- J��. - � -_-- �/ ♦ CU s ROJECTBO`DARY(TYPJ O ..,_ _ �. � • , I `� ' 6yB L\,^ � '-- _ _�. '- -_ z °r <O' - - j- - � - = - (O RF-5A ^+` � „+� \ RF gA 9�ACJ Og" � o r -° ° - � -1 c ey ...�...� � 64 ,... .: �.. �.,. , �-. z2z es Or 1` -.. Y � _. - _ _ _ - ' ,' ,v / �3/ ;' /- \ RF_iy G /� �� . ... .-•:.... � ° •� _-N / �O yA RF-nA / a <p 3 / _ W/`/ ,, '•., �\\ �, r\7�:i ) _-°..°..- ° , �� � \ �., •... ...,� � 9/ �l!�S' ,....,s,s lr '/..._ --\...�.,r...J\ \.. -_.._.._._� � �_._\.\`\ �...�� _\ \1'fi-�t_ �_.... /�q �q✓../�®B_� �/. ��G ,.,,.. �' �- :.. �,... \/.�� zs rR F _ 8 ° a, z�(8p r z(9pr • Y D°-3/sC__ O_z_sr- 1 'RF.'4 ,��_,�..... . _,.. ',y,_,z. _lsB\, S(yp o \ - -_ - � \ /\ \\ \ ° � '�/ \ �...�• / � 7-z/ � i,\J' 1\ _ i ���...... l\ �/�/ _ ';� '. _ I'p� l / s C (p \ YD-2E \\ ° �6ir y � \ \ \ \ \ - � O "��, _\ � _._; �_/ / / 9 -,_.., ,•e\�,,,F SzB ' y or �f ;/ z,6r ..`�\ °;. , ' \� r 0• _ a J \ l / AYv v vv vvv \ v v / \ O / / O \ \ O OO O o \p \O O \ \ Structure Area (Acres) Cw tc (Min) 28 0.00 0.90 5.0 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.13 0.75 6.0 34 0.08 0.80 6.0 34B 0.08 0.70 6.0 34D 0.20 0.70 6.0 36 0.23 0.70 6.0 36B 0.14 0.70 6.0 38 0.07 0.70 5.0 40 0.14 0.70 6.0 40B 0.18 0.70 6.0 42 0.11 0.75 6.0 42B 0.06 0.70 5.0 44 0.00 0.90 5.0 46 0.00 0.90 5.0 46B 2.32 0.40 12.0 48 0.14 0.75 6.0 48B 0.26 0.70 6.0 50 0.22 0.70 6.0 50B 0.15 0.75 6.0 52 0.19 0.70 6.0 52B 0.16 0.75 6.0 CULVERT-1 0.26 0.60 8.0 54 0.09 0.45 6.0 56 0.00 0.90 5.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 66 0.22 0.70 6.0 66B 0.84 0.45 8.0 68 0.10 0.75 6.0 70 0.10 0.70 6.0 70B 0.09 0.70 6.0 72 0.09 0.75 6.0 74 0.08 0.75 6.0 74B 0.18 0.75 6.0 76 0.08 0.65 6.0 76B 0.29 0.65 6.0 78 0.00 0.90 5.0 78B 1 0.15 1 0.60 1 6.0 0 o (.J 5 < z _ o \ � ° ° ° ��-.._...•�•'... \ ,'_ � �o a / \ \ � . 36B 3F' 3z6 _ (orb , O \ ���� RF_=g.�S I z l �•�.� - \ °o �' C\ r ('3s, \ \ 9S / / z(Or RF 18A L 68 4 \ o . \\\ \\\\ \\\ ao '� °/. m ° o \/ \\ \�@� \ Jx\\ �� 1 _-�\ 01 - \` \ `ne„ _!/ '� �\ •\\ /°Y. ,// \\\ \o \ \ 74 DRAINAGEDIVIDE(TYP.j ° A\ 1 V ° v PROJECT BOUNDARY(TYP)��:;�' I v \ \ \\\ \\ 1 \\-"EXISTINGSTREAM \ v A v v v vAvvv v v v v v V I ° v v� v v v -° A �. oo YEAR FLQODP_EAIN `� VA X Structure Area (Acres) Cw 4 (Min.) EX-16 0.28 0.70 6.0 EX-16B 0.16 0.70 6.0 EX-16D 0.16 0.70 6.0 EX-22B 0.19 0.75 6.0 EX-32 0.17 0.70 6.0 EX-50 0.17 0.55 6.0 YD-2 0.00 0.90 5.0 YD-2A 0.14 0.60 6.0 YD-2B 0.09 0.60 6.0 YD-2C 0.10 0.60 6.0 YD-2D 0.10 0.60 5.0 YD-2E 0.10 0.60 6.0 YD-3A 0.00 0.90 5.0 YD-3B 0.11 0.60 6.0 YD-3C 0.10 0.50 6.0 YD-3D 0.12 0.50 6.0 YD-3E 0.41 0.55 7.0 YD-3F 0.24 0.55 7.0 YD-3G 0.22 0.55 7.0 YD-4 0.00 0.90 5.0 YD-4A 0.25 0.40 7.0 YD-4B 0.35 0.40 8.0 YD-4C 0.00 0.90 5.0 YD-4D 0.09 0.50 6.0 YD-4E 0.13 0.45 6.0 YD-5 0.00 0.90 5.0 YD-5A 0.08 0.30 6.0 YD-6 0.17 0.50 7.0 YD-6A 0.20 0.55 7.0 YD-6B 0.34 0.50 7.0 YD-6C 0.17 0.45 7.0 YD-6D 0.50 0.50 8.0 YD-7 0.11 0.65 6.0 YD-8 0.14 0.60 6.0 YD-8A 0.14 0.60 6.0 YD-8B 0.18 0.50 6.0 YD-8C 0.16 0.50 6.0 YD-8D 0.17 0.60 6.0 YD-8E 0.10 0.60 6.0 YD-9 0.00 0.90 5.0 YD-9A 0.13 0.60 6.0 YD-9B 0.10 0.60 6.0 YD-9C 0.12 0.55 6.0 YD-9D 0.14 0.60 6.0 YD-9E 0.04 0.60 5.0 YD-9F 0.08 0.60 5.0 YD-10 0.09 0.50 5.0 YD-11 0.12 1 0.55 1 6.0 - I I I \ 11 Structure Area (Acres) Cw tc (Min.) RF-4 0.00 0.90 5.0 RF-4A 0.04 0.90 5.0 RF-5 0.00 0.90 5.0 RF-5A 0.03 0.90 5.0 RF-6 0.00 0.90 5.0 RF-6A 0.03 0.90 5.0 RF-6B 0.03 0.90 5.0 RF-7 0.00 0.90 5.0 RF-7A 0.04 0.90 5.0 RF-8 0.00 0.90 5.0 RF-8A 0.06 0.90 5.0 RF-9 0.00 0.90 5.0 RF-9A 0.05 0.90 5.0 RF-10 0.06 0.90 5.0 RF-11 0.00 0.90 5.0 RF-11A 0.07 0.90 5.0 RF-12 0.00 0.90 5.0 RF-12A 0.07 0.90 5.0 RF-13 0.00 0.90 5.0 RF-13A 0.07 0.90 5.0 RF-14 0.00 0.90 5.0 RF-14A 0.02 0.90 5.0 RF-14B 0.06 0.90 5.0 RF-15 0.00 0.90 5.0 RF-15A 0.07 0.90 5.0 RF-16 0.00 0.90 5.0 RF-16A 0.05 0.90 5.0 RF-17 0.00 0.90 5.0 RF-17A 0.05 0.90 5.0 RF-18 0.00 0.90 5.0 RF-18A 0.05 0.90 5.0 RF-19 0.00 0.90 5.0 RF-19A 0.05 0.90 5.0 RF-20 0.00 0.90 5.0 RF-20A 0.06 0.90 5.0 RF-21 0.00 0.90 5.0 RF-21A 0.05 0.90 5.0 RF-22 0.00 0.90 5.0 RF-22A 0.02 0.90 5.0 RF-22B 0.04 0.90 5.0 RF-23 0.00 0.90 5.0 RF-23A 0.02 0.90 5.0 RF-23B 0.03 0.90 5.0 RF-24 0.00 0.90 5.0 RF-24A 0.06 0.90 5.0 RF-25 0.00 0.90 5.0 RF-25A 0.04 0.90 5.0 RF-26 0.00 0.90 5.0 RF-26A 0.06 1 0.90 1 5.0 lour R F \ ass ass r a(Or 2c \ 6 \ S, 5 60� s o / X- z � SCOTT/R. CtTLLINSZ No. 35791 i�l 12/05/22 _i Z Z o O 0m F `A �II w J � H z o � � in z LU e Ce - J o c a � a a 5 0 i Ln 3g J a ce r< J z C CZ.7 Ln J z LL N N N N 'a -a -a Q N >I O\1 '-I W J z H� LL I --I I --I 06 � W co0 1--i Q LU Z L / Q 2 0 LU LU z LU J w Ln JOB NO. 182154 SCALE 111=6o' SHEET NO. 22 c 0 U 0 0 U 0 0 E 0 c 0 ��� SCOTT R. LINSZ U No. 35791 � � 12/05/22 �Q SIONAL E�Ot �� //�� Z0 O�m F�1 u W O a w 0 0 Ln � Q � J ti ti z ." H w E O V) O > Z O V J < Q m Q K w d w to Z w f O V Q =V) o w J Q w m a rL T O w � w K ; Q 0 3 IL w ~ Q rn Q Z LL w 0 N N .--I N N rn N N N c N N N c � N ® � N M 1 u N~//�� N > > - U w W 0 - U J J rQ V ® o o z a 0- W V/ J z co H W < 2 W W V z < W J O a z O Ln Q 7< ZL I L F w JOB NO. 182154 SCALE N/A SHEET NO. 23 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* ( SLOPE INVERT INVERT Curb SLOT RIM YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (R.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION YD-2E 12" Yard Drain 751.67 12 40.75 9.82% 747.00 743.00 HDPE YD-2D 12" Yard Drain 746.00 12 48.94 5.46% 743.00 740.33 HDPE YD-2C 12" Yard Drain 743.33 12 44.07 3.02% 740.33 739.00 HDPE YD-2B 12" Yard Drain 742.00 12 48.43 3.45% 739.00 737.33 HDPE YD-2A 12" Yard Drain 740.33 12 13.85 2.38% 737.33 737.00 HDPE Y0.2 12" Cleanout 742.75 12 60.53 1.37% 737.00 736.17 HDPE Y0.10 12" Yard Drain 745.67 12 18.34 0.93% 742.67 742.50 HDPE RF-15A 8" Cleanout 746.50 8 149.76 4.39% 743.83 737.25 HDPE RF-15 8" Cleanout 741.00 8 18.07 9.68% 737.25 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.83 HDPE RF-16 8" Cleanout 739.50 8 16.51 9.09% 736.83 735.33 HDPE RF-17A 8" Cleanout 751.00 8 99.76 7.35% 748.33 741.00 HDPE RF-17 8" Cleanout 744.50 8 21.44 9.33% 741.00 739.00 HDPE Y0.11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HDPE YD-9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE YD-9E 12" Yard Drain 746.00 12 63.96 4.17% 742.00 739.33 HDPE YD-9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE YD-9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE YD-9B 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE YD-9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE Y0.9 12" Cleanout 736.00 12 12.10 6.20% 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.99% 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 6.23% 743.83 737.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 9.29% 737.33 735.50 HDPE YD-8E 12" Yard Drain 740.50 12 63.44 2.88% 737.50 735.67 HDPE YD-BD 12" Yard Drain 738.67 12 53.43 3.13% 735.67 734.00 HDPE YD-8C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE YD-8B 12" Yard Drain 735.67 12 60.00 4.45% 732.67 730.00 HDPE YD-SA 12" Yard Drain 733.00 12 64.81 2.05% 730.00 728.67 HDPE YD-8 12" Yard Drain 731.87 12 69.92 1.67% 728.67 727.50 HDPE RF-20A 8" Cleanout 737.00 8 137.94 4.05% 734.33 728.75 HDPE RF-20 8" Cleanout 732.00 8 18.41 9.51% 728.75 727.00 HDPE RF-21A 8" Cleanout 741.00 8 109.32 1.83% 737.33 735.33 HDPE RF-21 8" Cleanout 738.00 8 29.61 9.56% 735.33 732.50 HDPE Y0.7 12" Yard Drain 722.00 12 84.75 1.86% 719.00 717.42 HDPE RF-22A 8" Cleanout 725.00 8 36.64 0.90% 722.33 722.00 HDPE RF-22 8" Cleanout 725.00 8 18.33 6.38% 722.00 720.83 HDPE RF-22B 8" Cleanout 726.00 8 102.55 1.30% 723.33 722.00 HDPE RF-23A 8" Cleanout 728.00 8 22.01 1.50% 725.33 725.00 HDPE RF-23 8" Cleanout 728.25 8 15.49 8.46% 725.00 724.00 HDPE RF-23B 8" Cleanout 732.67 8 74.60 6.70% 730.00 725.00 HDPE RF-24A 8" Cleanout 744.75 8 138.35 7.05% 742.08 732.33 HDPE RF-24 8" Cleanout 737.00 8 20.50 9.76% 732.33 730.33 HDPE RF-25A 8" Cleanout 749.00 8 83.14 4.31% 746.33 742.75 HDPE RF-25 8" Cleanout 746.00 8 8.87 8.46% 742.75 742.00 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft_) SLOPE(°k) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION RF-26A 8" Cleanout 751.00 8 136.59 1.10% 748.33 746.83 HDPE RF-28 8" Cleanout 749.50 8 22.43 8.16% 746.83 745.00 HDPE RF-13A 8" Cleanout 754.00 8 152.90 1.64% 751.33 748.83 HDPE RF-13 8" Cleanout 751.75 8 19.44 8.84% 748.83 747.50 HDPE RFbB 8" Cleanout 753.50 8 73.11 4.32°h 750.83 747.67 HDPE RFEA 8" Cleanout 750.33 8 52.95 2.68% 747.67 746.25 HDPE RFC 8" Cleanout 749.00 8 15.84 9.97% 746.25 744.67 HDPE RF�A 8" Cleanout 752.67 8 95.67 3.92% 750.00 746.25 HDPE RF-0 8" Cleanout 749.50 8 14.88 9.54% 748.25 744.83 HDPE RFSA 8" Cleanout 757.50 8 74.97 5.34°h 754.83 750.83 HDPE RF-5 8" Cleanout 754.00 8 17.22 9.64% 750.83 749.17 HDPE RF-14A 8" Cleanout 757.50 8 49.22 3.72% 754.83 753.00 HDPE RF-14 8" Cleanout 757.00 8 15.63 1.09% 753.00 752.83 HDPE RF-14B 8" Cleanout 757.00 8 134.13 0.99% 754.33 753.00 HDPE YD�B 24" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HDPE YD-0A 24" Yard Drain 757.00 12 68.17 1.01% 753.92 753.25 HDPE YD-0 12" Cleanout 757.00 12 19.17 1.72% 753.25 752.92 HDPE YD-0E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.87 HDPE YD-0D 12" Yard Drain 757.67 12 42.89 0.98% 754.67 754.25 HDPE YD-0C 12" Cleanout 757.25 12 20.48 1.61% 754.25 753.92 HDPE RF-9A 8" Cleanout 757.67 8 115.19 1.09% 755.00 753.75 HDPE RF-9 8" Cleanout 757.00 8 6.83 7.32% 753.75 753.25 HDPE RF-10 8" Cleanout 759.33 8 138.69 2.47% 758.67 753.25 HDPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83% 751.00 747.67 HDPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81% 747.67 746.33 HDPE YD-3B 12" Yard Drain 749.00 12 49.56 1.67% 748.33 745.50 HDPE YD-3A 12" Cleanout 750.00 12 19.91 2.51% 745.50 745.00 HDPE YD-3G 24" Yard Drain 757.00 12 82.14 4.87% 754.00 750.00 HDPE YD-3F 24" Yard Drain 753.00 12 67.35 1.48% 750.00 749.00 HDPE YD-3E 24" Yard Drain 752.00 12 52.73 2.52% 749.00 747.67 HDPE RF-7A 8" Cleanout 755.00 8 95.25 4.72% 752.33 747.83 HDPE RF-7 8" Cleanout 752.00 8 15.48 9.69% 747.83 746.33 HDPE RF-8A 8" Cleanout 759.00 8 120.76 2.48% 756.33 753.33 HDPE RF-8 8" Cleanout 756.00 8 18.34 9.54% 753.33 751.58 HDPE YD-6D 24" Yard Drain 758.67 12 102.41 1.14% 755.67 754.50 HDPE YDBC 12" Yard Drain 758.00 12 89.35 1.12% 754.50 753.50 HDPE YD-6B 24" Yard Drain 757.00 12 55.97 1.20% 753.50 752.83 HDPE YD-6A 12" Yard Drain 756.67 12 75.92 1.09% 752.83 752.00 HDPE YD� 12" Yard Drain 756.00 12 19.34 2.59% 752.00 751.50 HDPE RF-11A 8" Cleanout 759.00 8 145.10 1.03% 756.33 754.83 HDPE RF-11 8" Cleanout 758.00 8 22.74 7.70% 754.83 753.08 HDPE RF-12A 8" Cleanout 756.33 8 140.73 1.07% 753.67 752.17 HDPE RF-12 8" Cleanout 757.50 8 15.49 1.10°h 752.17 752.00 HDPE YD-5A 12" Yard Drain 735.33 12 18.00 9.38% 729.00 727.50 HDPE Y0.5 24" Cleanout 730.00 12 16.85 9.91% 723.00 721.33 HDPE D 0� FLOW TYPE IlVI.Er TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CF3) YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 4.00 0.374 0.97 WEIR FLOW YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 6.50 0.608 134 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 4.00 0.374 1.54 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 6.50 0.608 2.13 WEIR FLOW YD-IA 12"NyloplastYazdlrilet 0.43 11.19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW YD-lA 12"NyloplastYardllilet 0.43 11.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW YD-1 A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW YD-1 A 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.15 0.55 6.50 0.536 2.58 WEIR FLOW YD-1 B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-1B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-1 B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIR FLOW YD-1B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 6.50 0.715 4.59 ORIFICE FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-2A 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 4.00 Q216 0.66 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 6.50 0.351 1.11 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2D 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2D 12" Nyloplast Yard Irilet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 Q240 0.71 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-3B 12" Nyloplast Yard I1ilet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.66 WEIR FLOW YD-3B 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3C 12"NyloplastYazdlnlet 0.43 11.19 0.10 0.50 4.00 0.200 039 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.50 6.50 0.325 0.55 WEIR FLOW YD-3C 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.63 WEIR FLOW YD-3C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.50 6.50 0.325 0.95 WEIR FLOW YD-3D 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.50 4.00 Q240 0.45 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 4.00 0.902 0.69 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 6.50 1.466 0.96 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 4.00 0.902 1.10 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 6.50 1.466 1.82 WEIR FLOW YD-3F 24" Nyloplast Yazd Inlet 1.40 21.73 0.24 0.55 4.00 0.528 0.48 WEIR FLOW YD-3F 24"NyloplastYardlnlet 1.40 21.73 0.24 0.55 6.50 0.858 0.67 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 4.00 0.528 0.77 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 6.50 0.858 1.06 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 4.00 0.484 0.46 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 6.50 0.787 0.63 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 4.00 0.484 0.72 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 6.50 0.787 1.00 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 4.00 0.400 0.40 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 6.50 0.650 0.56 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.25 0.40 4.00 0.400 0.64 WEIR FLOW YD-4A 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.25 0.40 6.50 0.650 0.88 WEIR FLOW YD-4B 24" Nyloplast Yard Inlet 1.40 21.73 0.35 0.40 4.00 0.560 0.50 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet 1.40 21.73 0.35 0.40 6.50 0.910 0.70 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 4.00 0.560 0.80 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 6.50 0.910 1.10 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 6.50 Q293 0.51 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 4.00 Q234 0.44 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 6.50 0.380 0.61 WEIR FLOW YD-4E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.13 0.45 4.00 Q234 0.70 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.45 6.50 0.380 1.30 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.30 4.00 0.096 0.24 WEIR FLOW YD-SA 12" Nyloplast Yazd Inlet 0.43 11.19 0.08 0.30 6.50 0.156 033 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.30 4.00 0.096 038 WEIR FLOW YD-SA 12" Nyloplast Yard I1ilet - 50% clogged 0.22 5.60 0.08 0.30 6.50 0.156 0.53 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 4.00 0.340 0.56 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 6.50 0.553 0.78 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 4.00 0.340 1.04 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 6.50 0.553 2.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 4.00 0.440 0.67 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 6.50 0.715 1.15 WEIR FLOW YD-6A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.20 0.55 4.00 0.440 1.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.20 0.55 6.50 0.715 4.59 ORIFICE FLOW YD-6B 24" Nyloplast Yazd Inlet 1.40 21.73 0.34 0.50 4.00 0.680 0.57 WEIR FLOW YD-6B 24" Nyloplast Yard Inlet 1.40 21.73 0.34 0.50 6.50 1.105 0.79 WEIR FLOW YD-6B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.34 0.50 4.00 0.680 0.91 WEIR FLOW YD-6B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.34 0.50 6.50 1.105 1.26 WEIR FLOW YD-6C 12" Nyloplast Yard Irilet 0.43 11.19 0.17 0.45 4.00 0.306 0.52 WEIR FLOW YD-6C 12" Nyloplast Yard Irilet 0.43 11.19 0.17 0.45 6.50 0.497 0.72 WEIR FLOW YD-6C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.17 0.45 4.00 0.306 0.84 WEIR FLOW YD-6C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 A60 0.17 0.45 6.50 0.497 2.22 WEIR FLOW YD-6D 24" Nyloplast Yard I1ilet 1.40 21.73 0.50 0.50 4.00 1.000 0.74 WEIR FLOW YD-6D 24" Nyloplast Yard Inlet 1.40 21.73 0.50 0.50 6.50 1.625 1.02 WEIR FLOW YD-6D 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.50 0.50 4.00 1.000 1.18 WEIR FLOW YD-6D 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.50 0.50 6.50 1.625 2.24 WEIR FLOW YD-7 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.65 4.00 0.286 0.50 WEIR FLOW YD-7 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.65 6.50 0.465 0.69 WEIR FLOW YD-7 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.65 4.00 Q286 0.79 WEIR FLOW YD-7 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.65 6.50 0.465 1.94 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is4inlhr for spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Intel Hyd �Y TH OF �,{ It- SCOTT R. LINS% J No. 35791 ,� 7/29/22 t� O ��S'SIONAL E�Ol w w Z Z w Z J O U O c 0 Vl c Z o W O - U 3 Q 0 U 0 Q n 0 Z 0 0 0 t 0 Od > � � 0 u U ca W N Z 3 0 J O O+ Z a U I O F- J o (n Z IY 0 a 0 W W m U J Q w d c WL o W o to a C W O [r a a c 0 U i w 0 U 0 W N N 0 a -1 N � � rn r, 0 N c r 0 z0 M 0 M < 3 JU N 0 0- n ` C n Uj 0! �t 0 c r 1 0 N 0 O 0 N J W a Q ° > z t (--I 0 2WJ 00 > n w1-4 Q J o . . � o 9 L9 I--- 3 O V 0 U t Q 1-1 Q �� o = V U LU W W Y U) w Q /f 0 H = z 0 a rr^^ - o vJ O a in - z z �� Q w z w w z w Uj z w z Z U J w z JN < o LL o Q�T� U) > V Q u, U O w 0 o J U N ^^ s I..f_ o w c E 0 U U 0 w � , O W 0 1 M Of V=i o JOB NO. 182154 o SCALE O N/A 0 0 n SHEET NO. m 0z3A STRUCTURE DRAINAGE rio o rCD o r0 o STRUCTURE DRAINAGE D (� FLOW TYPE INLET TYPE AREA (FT2� PERIMECER (FT) A (ACRES) C I (IN/IIR) Q (CFS) YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8 12" Nyloplast Yard Inlot - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-SB 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 4.00 0.360 0.58 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 6.50 0.585 0.81 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 6.50 0.585 3.07 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet 0.43 11.19 0.16 0.50 4.00 0.320 0.54 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet 0.43 11.19 0.16 0.50 6.50 0.520 0.75 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.16 0.50 4.00 0.320 0.92 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.16 0.50 6.50 0.520 2.43 WEIR FLOW YD-8D 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-SD 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-SE 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 4.00 0.312 0.53 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 6.50 0.507 0.73 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.60 4.00 0.312 0.87 WEIR FLOW YD-9A 12" Nyloplast Yazd It - 50% clogged 0.22 5.60 0.13 0.60 6.50 0.507 2.31 WEIR FLOW YD-9B „ 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-9B 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 460 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9C 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-9D 12" Nyloplast Yazd Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.24 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.33 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.38 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 6.50 0.156 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-11 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-11 12" Nyloplast Yard Irilet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HI2) Q (CF6) 18 DI-1 2.33 10.00 0.46 0.30 4.00 0.55 0.8 WEIR FLOW 18 DI-1 2.33 10.00 0.46 0.30 6.50 0.90 1.2 WEIR FLOW 18 DI-1-50%clogged 1.17 5.00 0.46 0.30 4.00 0.55 1.3 WEIR FLAW 18 DI-1 - 50%clogged 1.17 5.00 0.46 0.30 6.50 0.90 1.8 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 4.00 0.37 0.6 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 6.50 0.61 0.9 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 4.00 0.37 1.0 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 6.50 0.61 1.4 WEIR FLAW 46B DI-7 6.56 14.33 2.32 0.40 4.00 3.71 2.3 WEIR FLOW 46B DI-7-50%clogged 6.56 14.33 2.32 0.40 6.50 6.03 3.2 WEIR FLOW 46B DI-7 - 50% clogged 3.28 7.17 2.32 0.40 4.00 3.71 3.7 WEIR FLOW 46B DI-7-50%clogged 3.28 7.17 2.32 0.40 6.50 6.03 5.1 ORIFICE FLOW 54 DI-1 2.33 10.00 0.09 0.45 4.00 0.16 0.4 WEIR FLOW 54 DI-1 2.33 10.00 0.09 0.45 6.50 0.26 0.5 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 4.00 0.16 0.6 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 6.50 0.26 0.8 WEIR FLOW 60D DI-7 6.56 14.33 3.42 0.45 4.00 6.16 3.3 WEIR FLAW 60D DI-7-50%clogged 6.56 14.33 3.42 0.45 6.50 10.00 4.5 ORIFICE FLOW 60D DI-7 - 50% clogged 3.28 7.17 3.42 0.45 4.00 6.16 5.2 ORIFICE FLOW 60D DI-7-50%clogged 3.28 7.17 3.42 0.45 6.50 10.00 7.2 ORIFICE FLOW � � i i � i i � � �l • � �. .. , • . . 1 � � � III U .� .� • • • . 0� � � � � � � � ®����������� 0�����®����������� 0� � � � � �: ���®��������� �®���������� � � � 0®��� 0� „� �., �„ ®������������ a� „� �., �„ ®������������ 0� � �� � �� � � ��®®��������� 0� � � � �� �®�®��������� 0���®���®��������� 0� , � � � �: ������������� m��� � � �®®���������� o����� � �� �®�������� �O��mm®®' °' �0® � � ®�® �o���������� � � � 0��® o�® �-� �� �� ���������� o��� � � ��®®�������� �o����������®®��� 0�� � , � � ��®��������� �����m®�®�������� �o�������®®� � �� 0��� o�� � � � � � ����������� o�� � � � �� ��®��������� �®�m� � „ � � ®� � ������������� ������������� � �� oo � �� o� � � � ���m� � � � �. � � � ������������� 0�����������®moo©�o���® ©��������®®�®gym®®o�®�� �®�m� � � �® � � ������������� �®®mom � �� � � ®� � ������������� ���m� � „� � �� � � � ������������� ������������ � � � �� o �„ � � o� � � �® 0������������ � �� oo � �� o� � �� �® ��®mom � �� � � ��������������� ���������®®���oo� � � ���� ���������®�®®moo®����� ����������®���m����®�� ���m� � �� �®�������������� ��������������oo������ �®�m��®��������������� ��®mom � „� � � ®�������������� ����������®���oo�����® ���m���®� � ������������� �������������®oo � � m� � � �� 0������������ � �� oo � � m���® 0������������ � �� oo � �� m� � �� �® o������������ � � m � �. �m���� ���m� � � �®�������������� ������������®�®�®mom®® �®gym � � � � ���������������� �������������®oo®mom „ 0����������� , , � �� oo � � m� � � �� ���m� � � � � � ��������������� ��®mom®��®������������� 0������������ � �� oo � �� m��®� ���m� � �� � � ®� � ������������� ����������®���oo�m���� �®®m���� � � ������������� �®�m� �� �® � � ������������� �®gym®®®® � � ������������� ®������������ � ��� o��m��� ��������������oo�m��® 0��������®®���oo�m���� ���������®��®moo � � m���� ��. 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III � �� � ° WINE ° � © ••• is �5� �� � • • •� 0 o ' o- • o �`o 0 0 0 �� ° �� o o° o ..•. o 0 0 0 0 ♦ � � - • .. • • • • • • • .. • ... ° mow,\ ��, `, $r �L1/' �• ® , , � o .�.� REQUIRED PROPOSED REQUIREDSTREET FRONTAGE ALONG DUNNAGAN DRIVE: 445' PROPOSED ISTREET FRONTAGE• • '•' • • .• REQUIRED PHASE II PLANT LIST SYM I COMMON NAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES TC GREENSPIRELITTLELEAF LINDEN TILIA CORDATA'GREENSPIRE' 10-12'HT 249 37 9213 ASL LEGACY SUGAR MAPLE ACER SACCHARUMTEGACY' 10-12'HT 195 44 8580 PA LONDON PLANETREE PLTANUA XACERI FOLIA 10-12'HT 368 58 21344 TOTALCANOPY: 39137 'GRAPHIC SCAL 182154 0 \� r ♦, \ / / ao o zo pao 80 ibo / �\ .o o - ,�., ..-�: `••...�.. SCALE 40' ( TN FEET ) �. \ \ , s — SHEET NO. iii 1992 3.38 FENCING(^�AND � 11 DRIP DNE� SNOW FENCE BOARD FENCE NG IMI_ `Cq6 FENCE PIAStIC fFe1Q CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans 11 (Handbook, pp III-284-111-297 for complete specifications) \ 1. The followine Items shall be shown on the plan: El Tacestobesaved; ® Limbsofdewing(outsM,ddphneofaemtobesav,d); ® Location and type ofpotective fencing; ® Grade changes regsrxirg uce wells orwalls; fa Pmposedhmol ng umielingbeymdtMli bofclearbg. \ 2. MarMh r 0 All trees to be savo3 shall be marred wit print orribbon at a beight clearly visible m egwpmm[ opmawn. I El No grading sM1dl begin un rl to trce raI has bear inspected and approved by a Comity Inspector. v s� 3. PreLopdrurim Conference: Trce preservation antl protection memures sM1all bereviewed wit to contractor on rile. 4. Eautmem Operation and Smraee: Heavy equipmmL v,hirvlm nafhc and etmage ofconsm lion materials including soil aM1dl rat be pemutred whin to drippnes of trees / /i/YC 5. to be saved. Sit Erodonand Stoneman. Detrmair Devhes: � ® Such devices shall rat adversely affett trees to be savM. II V 6. Ftras U Firesvenotpa #r whin100fitoftMd plineofhemmbesaved. II � 7 rush, h, Materials: 10 l ll l F I ® Toxicmatmals shall not tea stored xutltin l00feet ofthe dxipline oftrcestobe saved. III- -III -II S. ProtFenoiI LI TreetoberetainedmtWn40fWofapr modbuilduigorgmdu acfvityuhaabopMo Mbyfmcing 0 Fmdng shall be m place and shall be inspctM and appmvM by a Cosmry Irispectox poor to gmd'mg m construction 9. Tree Wells: I 111 .III II=1I ® WhmtegroundlevelmustberaisedwitintedxiplineofatreetobesavedaheewoUshallbep idedmdacmutructiondetail solnired for approval 10. Tree with: Evergreen Tree Planting Detail LI Whmtegrnundlevelmustbelowemdwitldpteddplineaheetob swM,aveewallshallbepfovided;andacomsv ondetail subnuded for approval Not To Seale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"1 HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION — GUYWI RES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE — 2"1 HARDWOOD STAKES, ALIGN TOP OF STAKES — MULCH SAUCER CUTAND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail 2/30FBALLASSHOWN Not To Scale SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND II22 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"1 HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 213 OF BALL AS SHOWN SCARIFY SUBSOI L TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKE TREES 4" CAL. OR LARGER SHALL BE GUYED WITH EQUALLY SPACED OPEN SPACE•;•;•':•':•':•'. '. '• '•�•% — {U.1.4 AC) D. :;' y: •' j / / _ - LOT I I ❑ \\ \\ LOT LOT 50oT 151 TED,R22GAUGE HOSE I ••'.•% // \1 \\ LOT 149 AND O PWITH LES.LOOPHOSE AROUND I ••'.✓ LOT 14g \\\ BRANCH BRANCHES \\ 1 47 TRUNK ABOVE AS I \ i LOT \\ SHOWN, FLAG WOVE ASSHOWN 146 \\ APE.RE REFERES R COURVEY TAPE. REFER P / LOT 145 — MSPECS FOR ADDITIONALINFORMATION. ADDITIONAL / \ / LOT 144 AMENDED SOIL MIX LOT COMPACTED SUBGRADE 14 1 Lj • l ..TREES STREET ♦1 �`�� �� ����•�A� . � � � •ram No. 35791 a 12/05/22 �� \ I i LF) CL Q 11. Trencbine and Turndlne: l I V a � lNhm heuchirig is requimd whin to hmi4 of clearing, it shill be done as fro away from to trwks oftiees as posvble Tsumeling under a trebe as e strallConsidered an alternative when it is amicTated that necessary, trenching will destroy Esser rams. _ _ a9+o --1 - \ I I z J 0 q'f \ _ �, M —'i a > - fz. c ® apt,ma, fmdng sort be t, last items ranovM am;r�g to anal d,mnp. t I I / O > Z fl-i 13. DimaeedTreas: 1 k _ _/ 3 PROPOSED 6' I 1 U g DO i (� z ® Damagadtreasshallb atesimmediatelybypmrwg,fiendiationcrotermethodsmcommendMbyatr,specialist. I - - I +oo '� - LANDSCAPING i o w (ten J = U g NOTE: IT ISTHE DEVE PER'S RESPONSIBILITY iOCONEERWRNTHE CONTRACTOR ON TREE CONSERVATION I EASEMENT \ U REQmREMENrs. I LJ �- LO N Z tQ-t < a W \ 3 LOT o rm W _ — _ \ LOT LOT 1 15 'n z ,Y w _ 57 > ¢ Do 12/7/2020 1 - - LOT > z OWNER SIGNANRE (DATE) \ — — — — \ LOT 155 156 w W Q 0 Source: Va. DSWC Plate 3.38-2 - W _ Lr 1 153 �54 W � ED LOT in \ — — a J CONTRACT PURCHASER SIGNATURE (DATE) _ — \ — — IIIII� W IH - 401 5/i/D6 veae, of 1 / _ U Z LOT a � � / CLING LANE — — — / 1 3-38 Eu E > 1 LOT ' - _ - - W CONSERVATION PLAN NOTES: \ — _ - I I �37 1 ���, Qc 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT LOT N CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE I LOT I 176 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / - ENGINEERING DEPARTMENT. , . _ 1 I i36 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I I PROPOSED 13' 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES _ 1 Ln I f 1 I LANDSCAPIN LOT d _ I LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE I EASEMENT 1 I 1 1 ;' tY o - 'x 11 174 PRESERVED AND PROTECTED. ' / - \ I 1 1 I I 35 arc 1 II 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED - �. I ❑ LOT � Io I LOT I I II w rq N N N AND PROTECTED. _ I I Q-, rn o 0 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE Ln ^ N N PRESERVED AND PROTECTED. \\ I ; I I - II I LOT CIN a II u 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED 3.33 I o�-'� ` : 1 2 BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 1 - 1 ©- , — I I I I ° I 7 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR \ I I G G - - - LOT LOT I I I I LOT "iII I LOT OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF S _ _ - I LOT LOT 1 p I I 232 II , rl .. CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT ` I \ _ - I 1 LOT 127 12$ ��9 3 I I I I •','Ii I 171 - L9 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING I I I �-O O.L -12 - Z _ I' PROPOSED6 WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \\ 1 O O N /� LOT 'L 124 \ \1 - I LOT I IoOu I1I1\ LOT LOT I I a l'LANDSCAPI\N 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED 123 EASEMENT SHALL BE REPAIRED DIYIN ACCORDANCE THE PRACTICES NHEROSION NOL HANDBOOK. CAREFOR SERIOUS INJURES SHALL BE PRESCRIBEDBYA PROFESSIONAL FORESTER 11g 7 IN - OR TREESPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND 1-' LOT LOB i18 I I w \ -- II - X ___1_ ___ _� _ � Q PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT LOT x. Tn II N ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS M V ^^ ^ LOOSENED. \ O.S t \ LOT LOT 114 115 _ x M 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN \ SS f \ \ T 112 ��3 _ �' w MEASURES REMOVED DURING THE FINAL CLEAN-UP. �/ LOT \ \ \ 3.11 • \ 1 M - �1 \ .•;.•;:•':•'• �- LOT M - - - :`• _ 108 :Lug\ \ S r': f' iL C� \ .. �. • LOT 107 S � U) \ . •'.' !��•: �': �' • LOT 106 s M ,; _ - - N \ • .• .• S '.•'-' .\.•, .. \ LOT �� \ \ - ,,-�� .,• ..:x M ,.. , _ :i. ''_'- ---, 1 I - I III _ I SWM rt \ / O 1O5 - - - I - - FACILITY C _ _ 104\� /\ - x _ III II I PR � N J AN Q \ •.; •;�i,+.:•::•:,..;� .. x x •'xopal _ I_1 II' I -- I I I LOT I I $ I �'. •;. .' LOT I LU I —I 3 I $2 I L J \ ;S•.. ;: ;: / , ' \ _ - \ \ I 1 III III LOT $5 I I I _J • .•'.::.;�:'`:'��•.��.� � l 1 rr` � �.' \� �- -' x ,- \ - \ � I I I I I 1 I LOT III g6 I I I I I :: •:. /I I I \ ' •-' •�' • ': : •; t. •� , � - = - _ '- \ - \ \ III I LOT III 87 I II I III •'• •; r I I I � pppp � z \ •`•y •' _\ 102 J x M r t y _ —,_ i __ \ \ I I I I I I sl� L 't1 I I LOT I III I I I J :� c� ~ LOT I II 8g 1 I $s I 11 � 1— I _ .:•. I I L _ w � Q LOT \\ \ g0 \ \M M \ \ \ \ LOT \\ \ 91 \ \ I I I I Cz I / _�'. •'. •'. •'.' �� `/ �• z ,. :.•�' .�-/` '.•:� N \ LOT \ \ ,. •• .,e, \ \ \ \ \ \ \ III � • • 1 � ' •�•;,•;••;••'• � � _ � •'�� \\ 1 _ \ \ \ \ \ LOT \ \ 93 \ \\ \\ \ \ / ` • i� : ~ \ a o 2 \ \ 0 :•;:•;:•;.•;.• .• .•:•':• .•;:•;. !/ OP C :ice::.:... x 94 \ \ \ \ \_ .. .. .•.' :•_ �'• \ OPEN ,E�` \\\ \\ \\ \ � oIt E t tPA I o \.. U - o 1 •.•'.•'.•'.•'.•;.• .• .•,.•,. i •.,,. , . ,. •.• ::�;i \ � I PROPOSE 95 \ \ \ \ ���..•'••'. o I . \ (1.38 AC) r..: / 1. _ - ANDSCAPING \ LOT - - _ - d i V 1 f 1 11 \\ \\ \ �' o 0 0 '• :�. .:y • �. ' • SWM '.. �� � LOT •'I EASEMENT \ 9 - � � � - .•'' 0, o �,..,..., W Q I \ FACILITY B v :• -- o - a � • ': I . 1 I I \ LOT \ \ \ \ \ \ 0 0 I 100 � I \\ . o 0 0 0 \ I -•':•':•' •' 1 LOT \ 1 \ / SPA o° o 0 0 t \ o Ul D Q PR POSED TREE FLU :{ o \ 1 0 9 L - J • • . •tea •' ••'! . OT 1 ry PEN SPACE' \ - •• °PR TECTI N FEN IN I O O C G 1 / — t, 1 o Z •=. 1 / H ••' • ' •' • •' YR FLOODPLAIN �T 1 �'` () ma, Nam,LU 1 // 1 / J wLU I - i O '•.. W I _ O 1 Vi `� ` z \ / „-,. •� „-, ,.� o PROPOSED LIMITS OF o o LIMITS OF STREAM / TREE CLEARING (TYP.) - BUFFER (TYP.)EA ° ° o o r'-....... \ / o o o OPEN SPACE H _ o 0 0 0 J � a o .,.� „_„S,-.,�! o 0 0 0° _e o° o° ° o.' ° o o (WPOBUFFER) 1 ° ° o M � ' ^ o \ �•.,. .•,.•'„ i _ o a o 0 0 0 0 0. o a o / o ' I o o � V J o\ .\ �/ '� o 0 0 0 / o 5.273 AC I. I ° 0 0 w CD o _ / a 0N .O 0 O _ .:-_. — — O PROPERTY LINE - - - \ a ° _ (D o GRAPHIC SCALE - ° ° ° 18215O. 0 0 ° ao o zo 4o ao ,so 0 O O 0 °-------- ----- -- -- -- 0 0° o 0 0 0 ° o 0 0 D a o o ° o o/ SCALE 0 _ 4 1 11 IN FEET) o o 0 0° ° ° a o 0 0 0 0 0 0 0 0 0 0 0 o EXISTING STREAM SHEET NO. - S S S ° 0 o o(D° 1 inch = 4°0 DfO z 5 745 745 HT. OF OBJ-3.5' 740 740 LINE OF SIGHT / HT.O i`- / / EYE= .5' 735 735 i E,z S\G 730 / / �J EXISTING GRADE 730 PROPOSED GRADE HT. OF 0131=3.5' 725 725 / 720 720 715 715 NVl a mV1 m 000) N H O O O Ln 00 H 00 a 00 O 00 0 ID 00 M 0 rl V1 N D m 6 w ^ 00 W 00 6 n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n ^ n rl 0+00 0+50 2+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 MERCER STREET & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 755 755 �F J0H. 1=3.5' 750 , / 750 0 745 LINE OF SIGHT / 745 �NNj 1 2 HT. OF 740 \GN\! EYE=3.5' ROPOSED GRADE 740 / HT. OF OBJ.=3.5 XISTING GRADE 735 735 730 1 1 730 lD L(1 N N n a 1 M N m co n n n n M M n ^ n ^ n ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 5+00 5+50 6+oo VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 1t. HORIZONTAL GRAPHIC SCALE HUDSON STREET & MERCER STREET INTERSECTION SIGHT DISTANCE PROFILE 775 775 770 SIGHTDIST NCE=z 0' LINEOFSIGHT 770 OBJ.=3.5' THO= 765 .5' .S/`GHpq r CE=zBo, 765 ` HT. OF OBJ.=3.5' 76o EXISTING GRADE 760 755 755 O 00 O m Cl 00 N 00 O 00 ri � In a O1 ci N O O O N 0) LO 00 n V7 n n lD n n n n n n lD n n ut n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 ( IN FEET ) 1 inch = 50 1t. 76o 76o HT. OF INEOFSIGHT OBJ.=3.5' SIG�pISTgNC _ z$p- 755 �GpIS�NCE= 755 HT. OF ' EYE=3. 282 750 750 \\-- PROPOSED GRADE HT. OF OBJ.=3.5' 745 XISTING GRADE 745 N N N O 00 000 �D •i m O ci N M •i 00 l0 M N l0 L!1 a N N N O ,� 0) a 0) ,°� a 0) a° I� a U7 s a 20 200 765 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 750 SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 .j a Z Z O C of F�1LA m C1 Z J ti O F u cn Z o 750 W C u 745 745 HT. OF OBJ.=3.5' 740 740 \tiro \ \\0 735 735 INE OF SIGHT \ 730 -SIGHT DISTANCE=z 730 o' OF HT.O .=3-5' TOJ EYE= .5' 725 725 PROPOSED GRADE 720 EXISTING GRADE 720 00 N m 00 H 00 Ol N 0) 00 0) a 00 0 1 a m •i 'i a N .i m a N M H W l0 O H M kD 01 N M a e-I m a a a ~ m a N a m m V1 N m m a M M •i M M 'i ~ m M j ~ M M A '1 M m O i M M m O O M m 0 m ^ � r` n r, r, r` 0+00 0+50 1+00 i+5o 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 5+50 6+oo DUPREE STREET & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 LINE OF SIGHT -\ 760 � E,zBi HT.O� EYE= .5' SIG _ T DISTANCE_ g0 ' 76o 5\G j \51 TOTB.1-3.5'0 755 755 PROPOSED GRADE HT. OF / \ OBJ.=3.5' 750 750 XISTING GRADE 745 z 745 740 740 a 00 00 m a OaN a.) MO7 0 Ln 00 O lD W. m 1 O1 0) 00n OtD H a �L0 !1 Vanl I� '1 n n a V1 O0 I L n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EMERGENCY ACCESS ROAD &CLING LANE INTERSECTION SIGHT DISTANCE PROFILE EMERGENCY ACCESS ROAD &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE F N N za O\1 CA AE co z ® co a CN co W C) i--1 rn V) N J > z_ w � Lu J W J � J �L1 _ � L9 0 V Q '-' Z = Q U W Y V) 111 ul U) � z � z w Lu U-) Lu Lu — Cl) V J � z J Q Q Q ® C) W o J u� GF 1 W W a 1n JOB NO. 182154 SCALE V:i"=5' H: i" = o' SHEET NO. 26 C 0 U 0 0 0 0 740 HT. OF 750 750 745 S\GN/ / 745 LINE OF SIGHT / HT. EYE=3.5' F PROPOSED GRADE —\ 740 T DISTAICE" C-2 °� 740 _ 51G HT. OF 0131=3.5' / 735 EXISTING GRADE 735 730 730 ..}t O O Ln O N nm W r` O O Ol V1 Ol �t M O 00 W O O ry nl 1 0) I M't OVMl1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 i HT. OF i OBJ.=3.5' / 735 LINE OF SIGHT T D151 735 730 730 / HT. i i ROPOSED GRADE 725 0 725 720 / 720 / EXISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 705 705 M Ol Ln d N rl lD Ol N ri N Ol M r, m 0) l0 . H Ol r\ Ol m O �H W N In N N O NIt rO l O N O O r m N m r m m mH r, ulO mr r r, r r, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LITCHFORD ROAD & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 740 735 LINE 0FSIGHT E= $2 735 SIGH AN .1� HT. OF 013J.=3.5' SIB D\S EYE=3.5' 730 730 HT. OF OBJ.=3.5' ROPOSED GRADE 725 725 EXISTING GRADE 720 720 N 00 m i ~ 0+00 0+50 1+00 1+50 2+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 IT, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch - 50 ft. 765 765 76o 76o HT. OF _ SIG T ANCE- DI -2 ° LINE OF SIGHT OBJ.=3.5' — TEE= F5' SIGHTDIS-rA 755_ 280,755 HT. OF EXISTING GRADE OBJ.=3.5' 750 750 PROPOSED GRADE 745 1 745 f 00 O Ol 00 ry In 'i N O O) O 00 O .T O 1p W 00 'i O N V1 M V1 V1 ^ I� O m r` In Irn. l066 N " N Ln N l r, r• r r r rVl 770 0+00 0+5o 1+00 I+So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 770 765 SIGH�ISTq 765 HT. OF _ OBJ =3 5' %280 LINE OF SIGHT — 76o T. OF I HT DISTANCE= 76o EYE= .5' 80, HT. OF EXISTING GRADE OBJ.=3.5' 755 7 755 PROPOSED GRADE 750 750 Ol r. lD OD M r. �t 00 ^ l0 M rl LD r• r. r. r` r` r. r` n ^ r` ^ r` Ln r• ^ r` 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5o S+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 765 76o 76o / HT. OF OBJ.=3.5' / LINE OF SIGHT 755 D\STYE-/ 755 / / 750 / HT.0 750 YE= .5' / / 745 \ Nei 745 / / PROPOSED GRAD \ 740 EXISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O co M M Ol r` co co ,0 N I� M Ol `� lD 00 W m H W 't Lll `t S 111 O 't Vl M rl lD M ^ CO m M Ql ri M ri O ^ M L(1 O rl N f+1 Vl W ri 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. CtTLI No. 35791 7/29/22 N N FO\1 N n (9 'TV N O Cf7 N (N Lu J J_ U) w L9 J Q U w I n D C. z LU w LU I--1 V I Q LU J_ 06 w U '-' z �W V / Ln Q o 2 � z � w Ln LU z Q w J GF O W p 2 a Ln JOB NO. 182154 SCALE V:III =5' H: I" = 5o' SHEET NO. 27