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Home My WebLink AboutSDP202200035 Plan - Submittal (First) 2022-05-23GENERAL NOTES OWNER: STANLEY MARTIN HONES LLC 11710 PLAZA AMERRICA MW SUITE 1100 RESIGN, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES _ 404 PEOPLE PLAN SU17E 303 PLEASANT GREEN PHASE IIB II. CHARLO TESWLLE, VA 22911 ENGINEER: COLLINS ENGNEER/NG 200 GARRETT ST, SUITE K CHARL0T7ESNLL& VA 22902 (434)293-37/9 TAX MAP NQ: 055CO-03-00-00040 - STANLEY MARTIN HOMES LLC (16,278 AC) 056AI-01-00-025W - STANLEY MARTIN HOMES LLC (1.84 AC) FINAL SITE PLAN 056Af-01-00-029RO - STANLEY MARTIN HOMES LLC (10M AC) PORTION OF EXISTNG CLbVC LANE R,w - 0343 ACRES W H I T E H A L L DISTRICT TOTAL AREA: 21.284 ACRES (PHASE NB & PHASE N - NET ACREAGE) NOTE PHASE I (RECORDED NV JANUARY 2620) S iQ377 ACRES & PHASE NA (RECORDED IN MAYR-e l5�933ACHES ALBEMARLE COUNTY, VIRGINIA ZONING R-6 RESIDENTIAL, STANDARD LEVEL - CLUSTER DEVELOPMENT METH FLOODPLA/N AND STEEP SLOPE OVERLAY D/SMCTS PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENT /NCLUDI SPf990-00103 LOD2014-00009 LOO2021-00018 SUB20f3-00029 SUB2017-00099 FOP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (NLLA UNITS AND TOWNHOUSE UNITS)- + 28 SFD UII73 (NOT INCLUDED WI SITE PLAN) NOTE 28 SINGLE FAMILY DETACHED RESIDENTIAL UNITS ARE INCLUDED WITHIN PHASE 118 - & PHASE III DEVELOPMENT, BUT THESE 28 UNITS ARE NOT PART OF THE 97F PLAN. TOTAL UNITS WTAIN PHASE 119 & PHASE N ARE 175 UNITS NOTE TOTAL UNITS WITHIN PHASE NA: 24 UNITS (14 SFA UNITS B 10 SFD UNITS) I ❑ \, El DENSITY: ALLOWABLE DENSITY, STANDARD LEVEL CLUS7ER DEVELOPMEND6 DU/AC (NET DENSITY) PROPOSED J--- DENSITY: THE OVERALL NET DENSITY FOR PLEASANT GREEN B/W PHASE /, PHASEPHASE // RECORDED ACREAGET EXCEED ACRES & 50 L/N/TS � - - �❑ I n - I I ❑ PHASE III & /N GROSS ACREAGE - 31.09f ACRES (GROSS ACREAGE) U I PHASE III & IN NET ACREAGE - 3Q70 ACRES (NET ACREAGE) OVERALL NET ALLOWABLE DENSITY w 41.175 ACRES X 6 UNITS I ACRE s 247 UAVIS ❑ ❑ L� ' 44 LJ I� O OVERALL PROPOSED NET DENSITY - 247 UNITS (50 U ITS - PHASE' 1. 24 UNITS - PHASE llA, & 173 UN175 -PHASE llB X PHASE Ill) � , OPEN SPACE TOTAL REQUIRED OPEN SPACE (25X OF TOTAL PLEASANT GREEN DEVELOPMENT) -- TOTAL REQUIRED OPEN SPACE - 41.466 ACRES x 25S - 1Q367 ACRES l� TOTAL OPEN SPACE PROVDEM 1. PHASE I OPEN SPACE 4.245 ACRES (PLATTED - DR5264 PG297)) — -I — 2 PHASE llA OPEN SPADE: 236E ACRES (PLATTED - INST.P20220005001) d PHASE #8 & PHASE N (7,870 ACRES - 36,62E TINS PHRASE) EXISTING RAILROAD OPEN SPACE A - 0.469 ACRES OPEN SPACE B - Q208 ACRES _ --��-� ❑ ;'` Po:`; - _- _- __ _ OPEN SPACE C - L378 ACRES OPEN SPACE D - Q142 ACRES _ "I w' _ _ - — — OPEN SPACE E - a192 ACRES OPEN SPACE F - Q122 ACRES -� � mr «' _ / B AREET OPEN SPACE G - 5.066 ACRES OPEN SPACE H - 1275 ACRES ❑ o' I I ° I _ M I _ _ MCCO TOTAL OVERALL OPEN SPACE 'PROVIDED. 14:480 ACRES --A= TOTAL OPEN SPACE NOTE* N� � � I 1. OPEN SPACE TO BE OWNED AND MAINTAINED BY THE NOMI£OWNERS ASSOCIATION cuNG U - I A \ I SE � p I I , E � PH I ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT TO OWNERS /N THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATOR O \ IQ I _ PUBLIC SPAM \ � CLINGV NE 2 OPEN SPACE H /S THE PROPOSED OPEN SPACE LOCA7E0 WITHIN THE WO BI/fFER Q �_--- _ _ p • G �^P c°j, (PROPOSED pRER7VWAY AREAS _ - - I _ .( .xOPEN SPACE F AND OPEN SPACE G INCLUDE Q 142 ACRES OF ADDITIONAL OPEN _ _ J� z l SPACE LOCATED WITHIN PHASE NA (BUT NOT PREVIOUSLY PLATTED WITHIN PHASE NABIT � � �� x�( r I _LOT ' PRESERVED/MANAGED SLOPES.'' 7FlE PRESERVED SLOPES AND MANAGED SLOPES ARE 57iOWN ON SHEETS 2 d• 3 AND SHEETS 11 TROUGH 1,J WERE ARE NO IMPACTS 70 PRESERVED SLOPES WITH THIS PLAN "/- 144 s '• '� - - �/ / _ BUILDING HEIGH75% MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 33 FEET BUILDING EAW HEIGHTS SHALL NOT EXCEED M FEET ON ANY SFA UNIT. ` \� ' ' o 0 0 __ , I ,°, :p' ��; i °i I _ I :m i _, ' ; 9F� SE7BACIC5: FROND 3' MINIMUM (23 MAXIMUM FROM R/W OR EWE OF SIDEWALK) � r_, I ., - - ` ` ,� z II SIDE. NONE - MIN. f0' BUILDING SEPARATION (ANY BUILDING THAT EXCEEDS M' IN \ " \ ° a ' 1 I - - J/_; !L I o as u, », �_ HEIGHT SHALL BE SEPARATE) FROM ANY 07 AER BUILDING BY 10 PLUS 1 FOR EACHSO �� w FOOT THE BUILDING EXCEEDS 35' IN HEIGHT) P, E _- F°�� PHASE III O� REAR 20 MINIMUM \ V O °' - i GARAGE. 18 MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK m, ' .°, 1 I t ::i` ' F � , r-� 6 .°. � 1 ..::: r.:n::::: , _ pO ' LOT SIZE NO MINIMUM SIZE AND NO MAXIMUM SIZE REQUIRED O . -- ^, es' I e I I „ \ :✓' , PPN,6UN- - _v '1 m ' 1 I ' I I i :"::i 1' i lI w' .T r ii i R94, '+' LOi ''• /�� Ji14_ L `:.. m Ali iIi ,m ili .°, ./ B - „ �........ ..� I, i,i III iII I / Ge .., sTUeDIaSOw sT7REETs CURB at GUTTER (PUBLIC STREETS) _---L -- - I o WATERSHED: LICKINAMOLE CREEK WATER SUPPLY WATERSHED AGNCULTURAL FORESTAL OS7RJCT. NONE r " \' ��' - \I �• ' T7P0 & SURVEr THE BOUNDARY UNE; PARCEL INFORMATION AND TOPOGRAPHY WERE PROVIDED BY11 IT ROUDABUSH. GALE AND ASSOCIATES IN JANUARY OF 2019 AND UPDATED IN MAY 2022. ' + T , Y-'yzz \ - r /NFORMAnOV WAS FIELD VERIFIED BY COLLINS ENONEER/NG IN JANUARY OF 2022 y \; -^ \ .:.. DATUM: NAD 83 •'. -- '' ' _ ' �.,IT IS� i• ..• 6 R EXasTINc VEGETATION, PARnALLr WIOODED PORTIONS OF THE SIRE ARE CURRENTLY UNDER CONSTRUCTION - k PHASE p� �y � /y� NEARLY COMPLETE ..�• :.. _. ^� .. '.. ... .. .. WE REALtt PARTJERS LLC N �! //lAi I CONSTRUCTION IS IT.ARLY COMPLETE ,. •, : ,. _ : ' .: .. .. .. P 05800.00 W H50] . ° . • ° . �� -- _ OF 1958. PG 58T / - \ • k�, " 21.85411. uGHnNG Mr uo IITIREMErv7s o�O�EDcnA�nl�417 ��ww mow 30 o PORCH L LIGHTS MUST ;'. w - _ x X\ :,...... - PARKIN& PHASE NB & PHASE N DEMOIRMENT / \f.+ a k PO 145 SFA UNITS = 290 OFF-STREET PARKING SPACES REQUIRED \ �? 28 SFD UNITS - 56 OFF-STREET PARKING SPACES REQUIRED ` ....................Y . • / _ \+ O {5, (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE) - -- - o PHASE llA PARKING 24 UINl75 (48 PARKING SPACES WITH GARAGE X DRIVEWAY) TOTAL PARKING PRONDED 394 OFF-STREET PARKING SPACES - GUEST PARKING SPACE'S REOUM ED:1 SPACE PER 4 UN175 (145 SFA X 1 SPI4 UNITS) + I I r I i O 0 � - � � � / / - - � � \ 7c PHASE NA GUEST PARKING (14 SFA x / V14 MIS) - 40 SPACES � T � G i t x- GUEST PARKING SPACE'S PROVIDED (WTHOV PHAS70TAL GUEST PARKING REQUIRED (PHASES ES I/A MR, AND /40 SPACES REQUIRED i I �O III I I' I i � O � -- I / O � } _ 2 ON STREET PARKS W1 BUAMP-OUM(LEXUMDWMHLNOSONBDVPREE)- 17 SPACES _ J �-- I I Q ❑ -� fO I' / �+ TOTAL GUEST PARKING PROVI - 48 SPACES 1. �-- L_ - L I I ❑I �\ �\ J \ TOTAL PARKING REQUIRED. 394 SPACES + 40 SPACES - 434 SPACES CD TOTAL PAWING FRONDED: 346 SPACES + 48 SPACES - 442 SPACES ON STREET PARKING AVAN,ABLE WHERE 1AVIC47ED BY SONAGE: SEE 97F PLAN SHEET 1:D FOR SGVAGE ALONG MCCOMB STREET PHASING TITS PROPERTY SHALL BE DEVELOPED WITHIN 3 PHASES CLNtREMRY, THIS PROPOSED PLAN INCLUDES PHASE NB & PHASE A PHASE l IS COMMPLETE: AND PHASE AA l5 - n� _ _ / \ /: l \ �❑ CURRENTLY UNDER CONSTRUCTION u BUILDING SITES} PARCELS fO%247 EACH CONTAIN A BUILDING SITE THAT COMPUE'S WITH THE ......__❑ R£OUIREMENIS OF SECTION 4:21 OF TIME ALBEMARLE COUNTY ZONING ORDNANCE BURIAL SITES: A CEMETERY EXISTS ON TIME RESIDUE PROPERTY (PARCEL 7)VIP 6A-1-26A THE CEMETERY SMALL REMAIN AND WILL BE PRESERVED WITH ONE DEMOPIVIENT SEE EXISTING CONDITIONS AND 97E PLAIN SHEETS FOR LOCATION OF CEMETERY STREAM BUFFERS: ONE 100' STREAM BUFFERS SHOW HEREON SMALL BE MANAGED NV ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLA/N: A PORTION OF TIME RESIDUE PROPERTY IS LOCA7E0 WITHIN A FLOODPLA/N ZONE AS SHOW ON FEMA MAP/51003O02290, DATED FEBRUARY 4 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WIN THE DEVELOPMENT. LANDSCAPING STREET TREES ARE PROPOSED WIT THE ROAD PLAN ALONG THE NEIGHBORHOOD S7R£EPS NV ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMEN75 SET FORTH IN SECTION 327.9 OF THE COUNTY CODE: TRASH: EACH LOT SMALL HAVE AN INONDUAL TRASH CONTAINER. RECREA7TOV AREA: RECREATIONAL AMENITIES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT, INCLUDING A CLUBHOUSE; RECREATIONAL FIELD, AND TOT LOT. PHASE NB B PHASE Ill WILL ADD 70 THESE AMDW77ES WITH A PASSIVE RECREATIONAL AMENITY AND AN ACTIVE GRASS RECREATIONAL FIELD. A .RAILWAY SMALL BE CONSTRUCTED ALONG THE STREAM PROWD/NG A PEDESTRIAN CORRIDOR TROUGH ONE FLOOOPLAIN AREA AND NATURE NOTES ZRAAL 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 S77?EETS 40' O.C. 1N 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. SELL O� i SHEETLAYi O U T NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE SCALE: 111 = 1 1 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 NEEDED FIRE FLOW CALCULATION: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE FACTOR =1.5 DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE TOTAL GROUND FLOOR AREA =1,550 SF CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS TOTAL AREAS OF OTHER FLOORS = 2,775 SF PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE TOTAL BUILDING AREA: 4,625 SF EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY REQUIRED ISO FIRE FLOW = i,50o SF ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ONSITE IS 2,925 GPM AT 62 PSI. (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF IMPERVIOUS AREAS: CONNECTION TO THE DEVELOPMENT. PROPOSED ROADWAY AND PARKING LOT 40,620 SF oononccn c7nrI&AIV is onn cc TRIP GENERATION CALCULATIONS ADTRATE AM PEAK RATE PM PEAK RATE CODE 230: SINGLE FAMILY DETACHED ON ITS 9A4 0.74 0.99 260VPD 21VPH 2RVPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (SENTER/16EXIT) (1SENTER/10EXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS TM OA6 O56 SOE2VPD 67VPH KVPH PROPOSED -195 OWELUNG UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTER/M EXIT) 1,32G VPD BRVPH 130VPH TOTAL: 173 PROPOSEOOWELLING UNITS (663 ENTER/663 EXIT) (20ENTE0/66EXIT) (70ENTER/00EXIT) 'TRIP GENERATION CALCUTATIONS BASED ON ITE TRIP GENERATION MANUAL(20TH EDITON) Lt SITE L HILLS CROZET CROSSING OOK AYLANDS CRAFT WW-- WAYLAND PA T� SITE Crozet z� 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 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 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 ELEVAT70N 506.21 EP TBC DENOTES TOP BACK OF CURB TIB DENOTES TOPOF BOX 506.71 TW PROPOSED SPOT ELEVAT70N 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 5/16/22 Z — J o O a U ED U m w cn 0 J z< �..� o Lnn z u ~ w IV N LL O O N LLN Lu 1 O W U Lu in H O O N Lu I� J z 1� LL. I� I� I� M6 W w I� \ O � U 2 Lu Lu r0L V z U) Q Lu J I— w F- w Lu Ln a � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 \ — ------------ i —- _ ___________ awry._ --- --- - E__E_ `---I I -___I I --_ "EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - - _—__—_______1 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN GRADING PROPOSED WITH PLEASANT GREEN PLEASANT GREEN PHASE I ROAD &UTILITY PLAN -SUB-20 1 9-0 0 0 71 i - - BLOW -OFF PROPOSED UNDER PLEASANT GREEN'` rPHASE I ROAD & UTILITY PLANS SUB-2019-00071 PHASE I ROAD & UTILITY PLAN SUB zoi9-0007i PHASE I ROAD & UTILITY PLANS SUB-2019-000711 _ I �aXC �XC s •"^; " ' ';. "k \XC 'ter-', TIE -INTO EXISTING 8" WATERLINE PROPOSED WITH PLEASANT IsraNCETO NEnREsriNTERSECTIOW - SUB-zoi9-00071TO BE REMOVED - o - - - - -- / o \ ° \ ` ; MCCOMB STREET ROAD CONSTRUCTION__ ---- W ---- - _YG__ W \` �W W W _--_----_� _ -__�-_PROPOSED UNDER PLEASANT GREEN- ----- _ '�"`• ''- - sazre5'3z'E , ,_ i -' _ _ __ - _� \ / _PHASE f ROAD &UTILITY PLANS SUB-2019-0007i- .w- - _ - -- � _ w w w No. 35791 5/16/22 1 — — — -- — — — — — — -- = - - - - - ✓' 9 --' - ---aaa ---- - ---- _ m XISTING ACSA8DI WATERLINE EXISTING BARN TO BE / I I F'i I ; % --- - - \RENOVATED FOR USE BY - - PORTION OF EXISTING 6" DI WATERLINE AND ,/ _ THE NEIGHBORHOOD / i ' / zo' PUBLIC DRAINAGE EASEMENT EXISTING BLOW -OFF TO BE REMOVED. EXISTING SR _ / _ `��2 - v / i f z v Q D.B. 5264, PG. 297 — - - — - - — - / VACANT SERVICES SHALL BE ABANDONED. / / / PCE�S��,ENS ��2 -'� EXISTING HOUSE TO BE •' °yam= , LSJ� fl '' ' � y ♦ CONVERTED TO A CLUBHOUSE ,' FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN R c `�.J� XISTING RWSA ia" DI WATERLINE C23 ,' STORM SEWER PROPOSED WITH - PHASE I ROAD & UTILITY PLANS SUB-2019-00071 k. A, a / PLEASANT GREEN PHASE I ROAD "� �° ''� ' V \� v ;vvv +�" , A- - Ny10E ° z ° r ' / �.t`•,' / 1 V - Wit, , IN / 1' OR T) F, O I ao' WIDE PAVED EMERGENCY ACCESS ROAD & UTILITY PLAN - SUB-2019-00071 v �/ "' ,. ,' 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN P 56 R J 1 P pyA PROPOSED WITH THE PLEASANT GREEN PHASE I - - /' PHASE I '� PHASE I ROAD & UTILITY PLANS SU_B-2019-00071 AR3 OB �i v A - - - - - \ / �� V v Aj' , y V v -3 ,\_ ESA$, G 0 vv 0 U m / ROAD & UTILITY PLAN - SUB-aoig-0007i /,' �� r-, / F P 36 P DB R6 A / 1 14 STREET TREES ALONG MCCOMB ' v \ w TO BE REMOVED WITH PHASE II AND ( ) y \ // / , p N�pB A� G 34 0 V w En / r REPLACED WITH MCCOMB STREET ) \ \ / - `;� 65 P ti 0 / r , STREET TO BE REMOVED AND REPLACED , \ \ -' �, / \ „r'nB 2 i \ J z EXTENSION ' \ \ \ „ ,'/ , yCQ �� ' s� ' / / / DING PROPOSED WITH PLEASANT GREEN \ H O I CULVERT& OUTFALL PROPOSED WITH THE _ WITH PROPOSED IMPROVEMENTS \ , , LOT LINES _ _ - \ „'/ / e / O PHASE I ROAD & UTILITY PLAN -SUB-aoi o0o i z PLEASANT GREEN PHASE I ROAD & UTILITY - Z _- ' d b TO BE REMOVED --�- oo' \ , /' \ \ '4 I \ \ ' '/ �\.�I'" , z0' PUBLIC DRAINAGE EASEMENT F,I ® r,- g 7 �� j PLAN - SUB-201 00o 2 TO BE REMOVED / N5tv45Yw \ ',', C� ,¢� a D.B. z6 PG. z `� NfIk - w 1 \ 9- 7 / �-\ \\ / / ,\ - / 11 �, � �, ,. � �, � 5 4, 97 zo' UTILITY EASEMENT \ _ � � / \ O 5 \ i �- / 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN B. Sz64. PG. z97 T 56A1-1 /'. TARP �(� �J -------- PHASE I ROAD &_UTILITY PLANS SUB-2019-00071 ,, \ \\ ''\ __/ a�F/', 6" SDR-z6 PVC SANITARY SEWER LATERAL N/F ILV M l� i" D ROPOSED WITH PLEASAN GREEN PHASE I r' \ \ \\ - / _ \ 0 DB f411 PC 367 PLAT STANLEY MARTIN HOMES LLC \\\\ \ __- ROAD &UTILITYPLAN-SUB-zoi9-0007i ZONING: R6( TMP 056A7-01-00-02900 \ , _ STANLEY MARTIN HOMES LLC !I PHASE III INST.#: 20220005001 ' -- TMP 056A1-01-00-02500 � -' -------___ \ STORM SEWER PROPOSED WITH / _ --- / / 1.8500 ac. PLEASANT GREEN PHASE I- _ a- EXISTING CUL-DE-SAC 9 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN M i y / TO BE REMOVED WITH ,' INST.#:202100004144 & UTILITY PLAN - SUB-aoig-0007i - - s - 3 /' N/F RITZE , MISTY DARNELL --____ h, PHASE II FINAL ROAD PLAN (SUB-2020-00226) - 1 I \ ' \ \ \ \ 62 PC 12 PHASE II CONSTRUCTION i SANITARY SEWER PROPOSED WITH \ \ \`-_-PHASE LINE (TYP. w 20 PUBLIC DRAINAGE EASEMENT, \\ DB 576 PC 3 PLAT) O `J _--'�� GRADING PROPOSED WITH PLEASANT GREEN � �r I \ � _ PLEASANT GREEN PHASE II PHASE II FINAL ROAD PLAN (SUB-zozo-oozz6) ' 'r 1� I /'" ._ / aR 1 \ D.B. a6 PG.z97 R6 i TMP 56A1 i- \ EXISTING SANITARY SEWER J / FINAL ROAD PLAN (SUB-2020-00226) ,'r , " 5 4'r> O N F PIR Y, H L. I \ / /' ____ 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN , r PORTION OF EXISTING STORM \ / \ / TO BE REMOVED AND EXISTING / / / 20' PRIVATE DRAINAGE EASEMENT -y \ \ \ \ OR T SA F. EASEMENTTO BE VACATED - /'' /' - \ PHASE II FINAL ROAD PLAN (SUB-zozo-oozz6) , / r, r SEWER EASEMENT TO BE VACATED / _____ \ `\ \ \\\ ,' ,' " STORM SEWER PROPOSED WITH \ \ / „ D.B. 5z64, PG. z97 \ \ BM DB 2143 PG \ / f PLEASANT GREEN PHASE I „' = , It_ % C,'y_ / ' STORM SEWER PROPOSED WITH \ \ \ \\ LIMITS OF PMF _ \ STORM SEWER PROPOSED WITH ry _ , arz- iT \ TOP MH=72 .53 DB 1 ZONINGS 6PLAT) / \ / / FINAL ROAD PLAN (SUB zozo ooaa6) _ ��,, -' / /'- / / iI.'\ PLEASANT GREEN PHASE I /, ; ^ a --_ PLEASANT GREEN PHASE I ROA DAM BREACH------- /' 0 / ,- I - 1 / �I / LIMITS OF PHASE IIA `\ FINAL ROAD PLAN (SUB-aozo-oozz6) ','i - PORTION OF EXISTING ROADWAY----- &UTILITY PLAN -SUB-zoi9-0007i r zo' UTILITY EASEMENT \ PHASE II / ! - \ /�'' TO BE REMOVED - - ---- D.B. 5264, PG. 297 LITCHFORD ROAD CONSTRUCTION ^' i'^' / EX TIN TORMSEWER / PROPOSED UNDER PLEASANT GREE 01 �5 \/ _ T 1\ \ \ \ r /: - \ / 56A1-1-33A \ /'� ••�•\\ /'' l ' / \ PHASE II FINAL ROAD PLAN SUB-2020-00226 / ,, 'x/ -., : TO BE MODIFIED'_ \ _� _ 1 \ \\ I , , , ��/.�,-�--•_: t'�I\ \ N F BA ER, JAMES L. 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ZLu w ILL U) Lu � a J J Q z 0 LL J 0 . H� C Lu ^H� C MW in W W H� L z w 0 H ^2 � I..L 01 z � Lu Ur Lu Z' V z w Lu _j a- W a to JOB NO. 182154 SCALE III =6o' SHEET NO. 2 Line Table Curve Table ADJACENT PROPERTY OWNERS INFORMATION !\ �\ 1 \. ` ;� ' --------- Line # Length Direction Line Length Direction Curve Length Radius Delta 9 9 TAX MAP PARCEL `-------- _--+�� \\ ' 1----�� _---- -- - ----------- \ \ La io5.526 N1o°z4'3o.7o"E L36 128.520 S34°36'46a5''E C1 146.799 172.000 048.9008 NUMBER OWNER ZONING ACREAGE D.B./PG. Lz 57.777 N25°26'24.57"E L37 87.76o SoB°13'12.85'"W C2 352.277 228.000 088.5262 A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 \ _ \ II \ 11 \ �\ ��_________ _ L3 30.010 S64°33'3543"E L38 82333 S27°04'03.15"E C3 19.971 12.500 092.540E B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.SOAC 5226/309 _ i \1 / 11 \\ \\------------v------------� L4 27.002 SIP38'06.67"W L39 -5.230 S54°4i3736"W C4 42.052 200.500 012.0170 C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 - / _ _ ❑ \ ` __-�-- - __ _----- L5 27.011 N58o29'14.98"E L40 16o.000 N65°24'09.64"W C5 225.685 3o6.5oo 042.1B86 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ----- ------ L6 49000 N75°23'22.46"E L42 80.26o N66°59'02.64"W C6 13.883 333500 002.3852 E osscao3-00-0170o MORGAN,TERESA R-6 0.28AC 1407/560 / \ D I ,/ I \ \ 1 \ _ 1 -------------J--------- L7 5790 N14o36'48.5z"W L42 256.839 N63o 20'2o.64"W C7 15.229 23.500 036.8852 F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4W2/047 G 055CO-03-00-01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9.773 No6°31'02.28"W L43 51.001 N63°20'2o.64"W C8 133345 250.500 030.4995 ' H OSSCO 03-00 02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 /' - - / ID -- - - - - - L9 59-236 N04°54'39.11"W L44 3345 N67°43'z2.58"W Cg 50.043 Szy.5o0 005.4667 __ / 055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158 Lio 19.805 N25° 29' z5.8o'"E L45 282.483 N610 42'37 Bi'W CIO 17.510 12.500 080.2608 " - - - - - - - - - - - J OSSCO-03-00-02200 CROMER,SHIRLEYH R-6 0.29AC 1337/295 Lai 16.426 N25o 29'25.8o"E L46 50.02o N56o S6'39.64"W Cn 32.66y u5.5oo oo8.o96z \ �� K 055CO-03-00-02300 GREENLEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 ------------- L� 86 S -2' o "E L 68 N 6 "W C 1 612 B oo o0a 6o6 , \ \ ---- LLL" No. 35791 5/16/22 L12 774 51 359 3 47 22 . 00 54 5337 4 12 3 4 55 4 \ \ \----___ _ L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 _ _ L13 43.130 538° 38' 26.o3"E L46 ug.g85 538° 36' yy.36"W C13 36.236 47.5oo oy3.7u7 \ \ � /A \\ \ \\ - %, � _ _ _ _ _ _ _ _ _ _ _ _ _ M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 1 Ley 29.440 Sn° 02' 07.o3"E L4q 20.66 N49° 55' 50.6i'W C24 39.188 57.500-39..488 / 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 i 1 O _ L25 13.810 Sn°oz'o7.o3"E L5o 50.021 S41°5i 47.11'W C15 21338 47500 0257385 O 055CO-03-00-02700 THACKER, JAMES E OR BERNICE E R-6 0.24AC 1870/153 \ /' i \ `\ \\ II \-------- --- \I ,'� L16 42.980 S12°5i17.03'"E L¢ 2SI.783 S38°oo'58.30'"W C16 51.576 482.500 oo6.2245 p 055CO-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 L17 89.730 538°3140.97"W L52 21.412 N45°25'44.29"E C27 8.232 84.500 005.5819 Q 055CO-03-00-02900 VON N, MICHAEL E R-6 0.22AC 5023/422 ' ` ;/ \ --------------' / ' w LA 38.520 Solo 33'2g.03"E L53 172.3oo N45009'52.23"W C18 57756 722.500 004.5802 R 055CO-03-00-03000 LUECKE, ROBIN J R-6 0.31AC 3612/210 EXISTINORp`CROPo--- Lag 9.990 518°n'25.03"E L54 1oo.o00 N43°29'52.23"W C29 46.991 2472.500 001.8285 S BUCKINGHAM BRANCH RAILROAD 1 /_ Leo 5v2o9 518°1i 25.03"E L55 203.3oo N42°56'52.23"W Czo 287.432 3822.470 004.3197 \ \ / I `1 pVE / ,, - _ - - \ % / / / O J L22 109.956 S2g°y6'05.78"E LS6 5244o N25o 59'24.77'E C21 68.451 172.000 022.8020 \\ // RP\�R�o t� r' i _ - - �' -� ' PORTION OF EXISTING 6" DI WATERLINE AND Lz2 34.z49 529°46'05.78"E L57 72.833 N44015'z6.8y"W C22 67795 228.000 017.0367 \ / \ / _ _-'' T / / ' E P _ ❑ i -EXISTING BLOW -OFF TO BE REMOVED. 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EXISTING SANITARY WETLAND AREAS ANDioo'FLOODPLAIN - "� ' ' -,,,- -- -_ \ ,/ ,' // ,' /' / , _- BE RE-ROUTED PER PROPOSED UTILTY PLAN. ---- -- i Q / l / LIMITS OF FLMAiooYR t4s.47 / J OODPLAIN _ \ �\ �� ♦ EXISTING COUNTY DEFINIED PRESERVED / / / / J/ / / /� i� o� \ 9 ° o m o m `�\ ♦ ♦♦ c i ` / /' , \ / / A SUNNY DAY / I I / / / d• / o ° \ / / /' r ,' DAM BREACH-_----' � STEEP SLOPES O REMAIN (TYP) �./`� \\\� 1♦ /' /" ,/ /ter / // J ° ° o o �O \> ( Do- m LIMITS OF FEM d _ _ \\ \-\_-'c` ._ FLOODWAY --_-_---_ _ o � m 6 / , �� \ I x ; / /S � m I ♦ - IN_, VAR WIDTH I v U .�� ° 1'i _ ------ ♦ i / - / EXISTING SANITARY % W� // T -� °° m° ° ° /��- // GREENWAY I ( ° ° / -- _ FEMAzooYR- \ `%` _ r /-- / MANHOLE,I / �E,..� /-.__.__ / / ,� m _ ---- _ - .. _-_,' / / - / TO REMAIN i EASEMENT I \ ° �; i� ' ° ° o O / ! ` I/ / �/ 1 �\� ��. \ s \ / /'� - •... m q o ° ° 0 ° d o ° m o ° ° ° ° / \� �\ kk DB.5537r PG.745 < ' \ �\ o IN> ' / , FLOODPLA /� \ -"- - ' ' �- �"•. \' _ ♦ /' y.-ems / - m m / o/ , \ l /, / , / - fi w _j > ' '/ / o ' - ---' - i o• r_ a o \♦ � �� /O / � -_-____ m o r�� /tea o O ° ° ^' 1 i `� I , r / / / / __ \\ \\ m Per a'II _ \/, / / / \ 1 -- ,/ .\_�\..•..._♦♦ �/ 1 j�.�.``rG a„��"" l , / / / �� \�{- --__ / ANITARY SEWER r --------------- EXISTING""-""_ '_ /� _---'_- •r''� /' ,s 05$ii " / / /' AN SEa I \ ♦ �� O REMAIN _---' »------' / J / I / / ./'/' / ' - DEA MENTT /< , t �- � - `m EXISTING STREAM I r'/'`--- ,,�- / \ I / // '/ ' / / o/ I i I , � \ ♦�rY' m /_' °_aG� LU '/ /' / // / °/ . 1 \ I Y JI l / \ ``� _-_- ^✓ e1`�♦R"1' / .__- \ //_______'` �,=m \FL \�' . _ o ° � o.Z�_�-Q ° o _®-Er urm-m -- -m --- \ i ---------------- / /' /' i ° ® m / / Q o m ° ° / ---------_ \ - - _ _ -- \ ._ _ _ _ - i _ _ _ ro9_m° �` m°°//---__-_ -� -`-' '' _��' --__ �_= ��'"___-------------------------------- ' - -- _ N / __ _ �s_--__--' -_ --- --- �� - \ �� - ' - - - - - - ----- - - ` ----/ �I i ,'\\s}"�'S ,--s =5 -s �s �s _5-- y i /� `/-"~�_�_�� - APHIC SCALE__----_--_____--- / 60 _ p 30 1 60 120 24 � / -_ / / I ( IN FEET ) I I I I I D inch = 60 t. 1 I I ' // I 1 I I I I I I I I I i ❑ I I \ / I I IL I I \ I I 0 a E 0 c Uj I- � a J J Q z 0 �..L J 0 . H� C G coLU in W I /1 z W 0 2 � 0 z U; W 0 LU V z w V / W ^J G w d (n JOB NO. 182154 SCALE III =ISO' SHEET NO. 3 u Ej ot - Elt 0 I NOTE: ALL PROPOSED DWELLING UNITS WEST OF THIS LINE ARE SUBJECT TO CONDITION #2 OF SP1990-103, AND ORCHARD DRIVE CONNECTION MUST BE COMPLETE BEFORE THE COUNTY ISSUES BUILDING PERMITS FORTHESE LOTS. ❑ .}: ..:..N94)A(i LOT .::,: IPA O ••: C•:: •'.•LC lz. /� LOT LOT S I SPACE E .: •:•C•: :•' LOT LOT yS, gv I (O x9z Aq :, ::a• oa .� y - MCCOMB_STREET -I" . ••• 2 0T I I ❑ LOT - I C : LOT LOT LOT LOT lOT LOT ie3 yga ! I =°9 z°6 aq LOT LOT LOT LOT ) LOT •\ - .M t yn v]B aJ9 a8• v8a :08 °9 )I LO oR• vOT _ � � r LOT J � � i z°z I a8] I / ` � LO / o D W LOT LOT - v34 D =64 N Q LOT G1 i6s - X LOT nor x°s \ V � BRE \ DM EIRE PMF , o DAM CH - LOT LOT ;°y :�0 3= < L°y '6' _ _ I LOT LOT � L S?�,•: \ or o:, \ V I � _ � LOT aaT aa6 m LOT a ayT _ I v9a ,v � "'♦ / OT LLOT y . LOT LOT pp - . A a93 :�'sPgC?.,a::f:':'7:_'r'r� 9 v fi LOT I \ _ � L LOT L OT LOT - 8 5 T a C L°T HAS E OT v°8 1pg - • � -- - Lm OPE O N IIa \ ✓ LOT LOT 1OJ , L^NC 'I 1 '' sPACE'lZ' :::.::....: s-s. p, rv.---.....I _ �� 60 \ LOT - OT OT v°6 - OK -�.-- Ni°8•.rtl : ` Lm •...•.. _ N C._: _ ,,,,f, oAl`L,V _ , FACICON I [teB[rc __ _ \ 1/ / $ f'.: L6� ~ L� / /"".-` ea , , II LOT LOT , 83 I .•.•?�'1) .�:I:j:. I LOT II LOT I I I I ' .. . .. \ �. _ x Lor '\ SE I Lm _ ss 1 �j O .:.1{, . . : . / • "�^<[''- Imo.:-"� r' 1, I LOT I 86 ,1 ul I I.:.I..l II I Sv BO I LOT I I LOT III LOT I I LOT I LOT i \ LOT s mi f-yV 64 LOT .: •i:::+; ;:.i v°z I \_ i�� \ '..' \ \\\ LOT 8gT I I 1 L - - J I- I I I II II I I .,e ,.....: '......:'.•... .. : •:• \ Ie'aFi•s .:•:•.: .......: :......: .:.:�'•: � / _ ___ ., /' LOT \ \ L ..l-r.•. ...::.. :..:: .:. mvT - w` I J � .:�.'.� mT .". .. ...:::.. �.'. L..' .. ".: 1: QQ- LOT / ..L°r J - 93 tE \ - ..f q,� ,,a, .: a .. / / r' ' 95 \ \ .. .:_.._.._. �' • "' f?x".. �ll-. r{{'�,.♦ \ LOT \ .-�..;.•::.. .: / a-l-- " .. � f j 96 \ \�...:............ , .. \.. 11 PHASE IIB r -. s: �.«. ,. ... LOT , '1 _ •.. -. •-- ... ... _: .. �` �. LOT _ .............. .. / ."... .. .. , LOT I i LOT OT ( .- • .. .. :.... ... .\ `�� LOT w.. _ . _ ... a .. :.... .. .' \ .... J • • • / . ' ... � .. , .: .•..•.T�.• / ®•. _ ..�_... ,,. FEMAioo.YR FLOODPCAI � 1 - • . • � \ Lor ./' .-.. _.. _.._ .. O ° • \ \ LOT \ / ! •r....,-...-.% .. ' ... rm; , • ..OPEN SPACE H . ° ®• , \ \ �'_ _ FEMA ioo YR • w h.� �./.,�..,. .. .. ,� ®-. ) •.• :® •...•® .. ..• .fWROBUFPERI. I FLOODPLAIN / %% . / y • ®®a' • •.• /y s.z�3n ®• • LIMITS OF SUNNY DA Lor j/,: .��i/''. ..•m•/. ..=-'�i .. �.� �1•�. ..... : .. ',}� i °®•• DAM BREACH /�' �m%.. , �,,.•'j / �., :��a- '\� _ _ FEMA FLOODWAY 'I ®' • m • A V v :..:, \ l \ / tt1 ------------ LIMITS OF SUNNY DAY ` /'-. - , • NOTE: ALL PROPOSED DWELLING UNITS WEST OF �� ®° • \ ".."�, \•` \ 1 1 h DAM BREACH THIS LINE ARE SUBJECTTO CONDITION #2 OF \ \ sfE •�'p ®®®. ®• ®° ••. e.. m ® '® ®- SP1990-103, AND ORCHARD DRIVE CONNECTION `\•\\ \ .q •1 ^ i \ ®•• m \I -• a ®.. • , • • MUST BE COMPLETE BEFORE THE COUNTY ' • e • m ®, • • • a • ISSUES BUILDING PERMITS FOR THESE LOTS.cl • ° e e • • • • • • • m m m VAR. WIDTH GREENWAY `\ �\ �• m ®® ® ®® EASEMENT \ •' :: •::. •-e a •�•/jE//''_"' \ DB. 5537, PG.745 / •� \ -5T n-T - - -- ------ � /\ 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) 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- 76 4,721 2,774 111 2,373 1,386 146 2,695 1,590 181 2,079 1,579 215 3,037 2,055 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 2,682 113 1,448 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 1,953 1,452 I \ / ®• - 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 I / \� 81 4,504 1 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 1 2,632 117 1,812 1,312 152 2,810 1,732 187 1,762 1,262 221 1,749 1,248 1 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 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 ®• ®° , ®• \ x 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 \ 90 5,029 1 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 2968 126 2,315 1,342 161 3,654 2,564 196 1,720 1,220 230 4,092 2,456 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 93 4,771 2,834 128 1,756 1,256 163 1,893 1,392 198 1,731 1,231 232 1,883 1,382 I \ EXISTING ORCHARD DRIVE 94 4,626 2,722 129 1,403 1,003 164 1,875 1,374 199 1 2,355 1,367 233 1 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 11345 202 1,755 1,255 236 3,144 1,839 I / 98 4,437 1 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 \ \ \� \o R,ACHIC 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 \\\%%% \ Bo o ao so iso 105 1,836 1 1,337 140 3,012 1 1,989 1 175 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 1,313 108 1,457 1,057 143 1,835 1,335 178 1,919 1,416 213 2,210 1,708 247 3,823 1,324 003 o \ / 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 / SC4R.LINS!Z I No. 35791 a 5/16/22 �SSrONAL SO r ILr oOE_ l PHASE0° °' LOT lOT LOT 3 LA W 5 �pOP Catty \ LOi 4 5 �� wz z J PHASE u o o-ai Lor / U71 Z ce MMS k VA ■ 1 w _ J, I it ■_ _ T LOi LOi LOT 4x 9 / / Lm r \ y ) 3a / Lor \-/ ♦ Lor \ \ OT LOT \ O 63 Ix LOi y4 P LOT \ i j v LOT 46 W 4i a N �� LL //. ✓ / / /('NN�� U/ LOT _ 9 / / LOT \ r LOT 49 ` \ / `J J z ♦ i � {III �. r \ / / ♦ �--� L.(..I 1-4 j LL J \ J ' 0- 1�1 U z W \ I--- ~ LJJ \ CXJ \ > • / / \ 2 I --I W z C) W> r e w w Q A I..( --I O O ®®• J ® J D ® U) m Q ®• LLJ Lu ••• ul U) ® J L ®® w z m • lJ fn ® C W � CD /J^ u ® w LLU a V=i JOB NO. ® 182154 O SCALE III = VOL SHEET NO. 4 u U I 1 I I -- ❑ __ � 1 1 � I ❑�I I I � � \ I 1 p� �� ISCOTT R. LLINS� L� I \ 11 No. 35791 ,a cl 111 I EP I I .0 4 5/16/22 s I VAR. WIDTH ACSA r � \ I I ONAL E I I INST. #: V R. WI T SITE zo P z' RI A EASEMENT E R I D E EEASEMENT IN T. #. 6' A qk S PIN INST. #: VAR. WIDTH SITE INST. #: zo' P IV T A N G M DISTANCE EASEMENT zo' ACSA INST. #: 6' LANDSCAPING & UTILITY EASEMENT EASEMENT INST. #: MAINTENANCE EASEMENT INST. #: INST. #: VAR. WIDTH SITE EXISTING RAILROAD INST. #: VAR. WIDTH & zo' ACSA DISTANCE EASEMENT — — $T'OPEN D— °=y g\ UTILIT—Y EASEMENT _ GLANDSCAPING & =AINST. #: MAINTENANCE EASEMENT VA *H PRIVATE ° UTI ITY£ASEMENT INST.#: o INS #: _ o I LOT =y6 \ "_i...❑_.-_-- ---- — ',. _ Y STREET =- • VAR. WIDTH ACSA / _ z r - v UTILITY EASEMENT � � - .,` - Z O Q I LOT I LOT LOT LOT LOT LOT I <.... �� — LOT LOT OT LOT Li80a v8z =eg z84 I ,os LOT OT LOT -.. 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WIDTH DRAI G IN LOT ,_ " _ �. - 9 LOT LOT x T L r Loi va8 I - ,94 ` L T zVz ?43 zyy �. i5 EASEMENT - � LOT � - - � _ - � �.--- -- � ss I U ILITY EA MENT \ \ -, I LOT LO =a6 I -- - - _ - - "' — I VAR.7IDASEACSA MEN O J r \ \ �T. #: INST. #: "' LOT ssg - - --.- -- - - T - — � � LOT �.- - -" — — SEMEN \ �\ ......LOT \ aQT =,_ '=3 1 ,,. --•__- -, -- --- _- - - __.._ - -_ ___ UTST. #:EA Q�P Lor LB _ _ r.Tu« 5 36i VAR. WIDTH DRAINA ' LOT °T 5 "p O : L Q LOT 110 go - ':�� - � :�`� �'.. T _�� T— EASE ENT LOT 1 oP&.i Lor T mr r> \ - 1 -- - ._�••Q so w N INST. Lor oT ,.6 - - L — ` oT ..--�� OK _ '_�' -- ,.=°e r.c�. � - .... _ III � Lor / � PHASE � I ,, " '-., LOT I \ ,°g a°y v°s - ..:<-""' ING 6 O � � - ❑ 1 swlm ..: � � y, O F n � � LOT s ®, I Q Lo j�/�' LOT Loi LDr o El 1 x V SE I ss r- Lor i r' ,- • \ �/:.>;".�:..--" / r - I _ I I I LOT LOT r 3y �na I _ ` _ J I j LOT �-` Oo�� ..:� / / LOT .; '' ( Lor \ \- _ r,�i"— — , \ \ L93T \\ \ \ J / � _ � II I •.. _/ -- � — .' 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WIDTH ACSA ° m MAINTENANCE EASEMENT 1 ST. : zozz�ooa oo\� \ Ls O %✓/ SWNIFORES-T&OP-€Pd-- -- --- / UTILITY EASEMENT _ • INST VAINTENR. WIDTH WALL& ®®• ® $\ INST. #: . - MAINTENANCE EASEMENT • ®• \ \ _ SPACE EASEMENT---- - - - INST. #: _ - ®° ° ® ®®®® ® �! RI ® 41 #: 'INST. #: - --- - - -..- INST. #: ®®®® • ®• ®® �, \ Lor _ • A U ASEMENT \ . --- -- 4a FEMA3oo-YR FLOODPLAIN - ------ - -- LIMITS OF SUNNY DAY - �❑ / / \` N - VAR. WIDTH WALL & F_EMA FLOODWAY - • \• -'C \ "s LOT Q DAM BREACH • ®®® zz0000 \ •\ 1. 'sw L 49 ° e • e • A `' Al A V FA Tvi. I: Lor LIMITSOFSUNNYDAY - �- _ MAINTENANCE EASEMENT_ __. - --- �� SWM FORESTANDOPEN ®® �,`\ -A A m > -- INST. #: - SPACE EASEMENT z.8y8 AC. `3 \ - DAM BREACH - � - - - - - -.. ...a D � :.�,�......... `i au r ---_ ®®®, ®®----___ _ __ _- - - . #: zozz00005ooi DRAINAG E \I \ \ �\II / M FACILITY, ACCESS,& . ° • • -- ---- ° . ° ° ° ® INST ®®••• \•� • Itl \`� ui ®° MAINTENANCE EASEMENT • ° ° _ ° ° °-- ° ° • ° ° • ° ° ° . ° INST. #: zozzao z \`` \ a _ \ \ J • ° ®SWM FACILITY& ° ®® L .\.: INST. ##: MAINTENANCE EASEMENT ° B s B m ° ° ° ®0 0 ° ° \ \ m•m � ®�•• \ ®®� — \ / J w L ®I . ° ° ° . • • ® ®®® ..... ®�-° ®® INST. #: / VAR. WIDTH SWM FA & \ \ �!' ` — > Tom— ®®® MAINTENANCE EASEM \ \ c">: "''" •® (—� •INST. #: zozz0000$ooz w c El I � \ ACSAUTILITYEASEMENT /Q I O \ \ VX/ '' � • // \ � _ H WW I \ /% LU z \ U W SIGHT DISTANCE EASEMENT / w I u j z w < Q O \ p m®®® L W PUBLIC DRAINAGE EASEMENT p _ I \ D D J PRIVATE DRAINAGE EASEMENT — \ \ z ®®°® \ J I / I I ul SWM FOREST& OPEN SPACE \ ®•®®® _ _ •®® EASEMENT \ / /❑ I w w — /C/\ _ ® SWM FACILITY, ACCESS, & w \ — — , I W\ _ MAINTENANCE EASEMENT \ ®®®• � O U) V \•/11� .• ® LANDSCAPING &MAINTENANCE / I ®®I® ° EASEMENT ®®® JLu . w z WALL &MAINTENANCE / ®® ®°® EASEMENT \ / • ° _ ®.. ®®®® ...®..® J Q (j) a o • (D cl \ w EXISTING ORCHARD DRIVE \ _ — CV J - I ❑i I ® w W o W a _ _ ❑ _ _ ❑ \ O \ � \ � � JOB NO. 80 ❑ \ \ RSCALE 182154 \ 80 0 0.0 80 160 360 _ LEI\\ \ / — O SCALE 111 E C LE 0Ej-'-=\ ( IN FEET Y / FSHEET NO. \ 1 inch 0 ft. / 4A 24+50 15/ 4 4�-..zz+00 i \GNi 1PNC� z +oo z3+5o 1OROA NOTES' NOTE VISIBILITY OF ALL MECHANICAL (P) VDOT STD. - ' CG-12(TYP) - OS �C z. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EQUIPMENT FROM THE ENTRANCE ' - - � -- EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ` CORRIDOR SHALL BE ELIMINATED -� I - -- —oS— pG_! \ 0 xr 6 B / NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING 2 s zo' zg' _ -I-�- , ' 14 � ' o - - zo _ ° _- -� --- I �- _ -_ ��1,90 TjQ ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL ,TI PROPOSED'NO \gO tc I \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING D STREET SIGN (TYP.) 8 / (P) SIGHT DISTANCE PARKING' SIGN (TYP.) \ 20 / 1 6, ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. PRO-J M EASEMENT _ - - I 1 \ Q/� \ z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY POSED'NO (P) N ( I STOP INST. #: - / / zS'�j ' z� SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH PARKING' SIGN TYP. SIGN (TYP.) - - S k F �\ ( ) Fr \ Q '- THE ADJACENT PROPOSED CURB ELEVATIONS. N I O A N I N 1 Cl� T \ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL 1 it \ ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO c Iz o ,LOT ° LOT r LOT LOT cyRgcF \ \ INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR `�� \ LOT a LOT, m SLOT SLOT 211 212 o qr \� REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING OJ 0 01 LOT I c e r LOT 210 q ti 9 H I . n I o 2 0 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND O I N i83 184 Ip 2O5 206 2O7 208 g LOT GFcyrcq \ PROPER ELEVATIONS FOR CONSTRUCTION. �� Q- QO \ 1 r 1 2-13 yh ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED L� CEO �_ I 1 1 /; LOT / 4' �� 5, v _ _ _I I I_ I I 21 / / \ \ti\Q TO ACSA FOR PUBLIC USE. / 4ry / / ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE 4 z0' REAR SET ACK 6' LANDSCAPE & - - / by LOT / �9\� , 5 \ \• ICRETE SIDEWALK R/W R MAINTENANCE ESMT / °q 21 / / / / ` \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING - INST.#: 5 / / \ \` "a DEPARTMENT. �1 a 'PLANTING STRIP z I b 7' 20' z0' z_ PARKING' SIGN TYP. F/C F/C 28' zo' zo' zo' z PROPOSED CG-gDT9 — — — ENTRANC(TYP.) / / /</_ LO� o\ s o F \ LOT 3 - -- - -- 216 \ 6'LANDSCAPE& FAA AINTENANCE ESMT i 8 LOT 7 n1 I S8, a), A ��''oFc LOT o9�q�q\ INST.#: P �o�p �� / A V A� LOT LOT LOT LOT LOT LOT / �a. ��7 ,, �''P6 v v 9 0 m + i U ' 2 / r c 2 / 35 LOT ° �, 34 �, � 232 � 231 � 230 <��,LOT A� v LOT �..� o r- m Q \ ° m z H v /Q� , / \ r, c %\ PROPOSED 8" CONCRETE w PROPOSED STOP ° \ o LOT 99 9q w 0 SIGN (TYP.) /� ti / \ \2 0' \ cc� 6¢ o °cc \ PEDESTRIAN PATHWAY �/ \ 10 \ °� o , I.:. -- - _ /a,7 LOT / �%P / \ /r 21g -\° .., \ , \ \\ LOT W yea 1 /Q F 2�! o r\ 6 LANDSCAPE & a 11 u °� / \ 9 °' \ r • c9 c P ON -STREET NCI J � - /�/ / 229 \'I'S, `'o, \ o�c <�c LOT �� aq�e\ �, \ O4 AINTENANCE ESN/ w m / F + c PARKING SPACES NST c> > ;I; . 5' MIN. F r / / LOT ro. �6 \ / 220 xzo' TYP. j LOT \ r _ w o �5 pN oSET 9 ACK (P)'NOPARKING' �� 228 +r'oc�pF �o ?o, \\''oF LOT c99c9q / i °°° •------- o � SIGN (TYP.) LOT �LOwT LOT r r \?o/ly / o0 227 // - - \ zo+5o o, ° L13 y/ r _ CO M (P 1j+00 23,/ 226 <G O\J\�, t�°, \�i" Gc�' 222 �Q�-J'. \ / T��\ —_-- —nO C�M�S` - RI \ CG-22 (TYP) V + \a°, ` /oi , - .. F� s y G p0 y I \ <<� `i I d r�• - cr�c 4i r V / h P \�� a _ 2\ (,�G� p gA_AC' 6A Q 6 LOT ROJECTBOUNDARY(TYPJ M \y0 C,,2 + ..� . �O 06`S zxSo 2 g9v'q 22rj �iy / �� o, o" PV 52 '6 g o I SF�PO �NS ,.. A°' � � V co � �`` `s•�o, � (o��z AC,} e� � - �� • �� C9�CV �1 LOT. / �0• , r ° �- I Roq FFT � v 99�q r° �' � \ - N _ O/4 '_', °• V A c 22Ct � +ro ti ,zo, \+ _ 2 R,O `� , r PROPOSED STREET.. , .` _ \ Fc� m h' 3i, �y(SE r. L a 88, z b •;;: `. ` .SIGN (TYP.) . `, `, • r ::., C. z?X �\ \ c9P99� LOT f 2S _ _ o' " \N f O m \ LOT ` Lu \ I114 « sE q z 5"M � E/P E/P '° 00 °, cF 4 2232036 -PROPOSED �\ \ FIL o STD. CG-6 TYP. Q vc T ( ), SIGN Ln (TYP.) 20 a b - ° BOO, �0 « 2O +`� :r ••' �:•' � 37 LO I � e_EIP LOT 8+ . • r . , . , . , • , . , PROPOSED NO . • . •. ,,,_..: 1 PROPOSED 6 PLANTING STRIP , - - o°. ` / 2 8 EIP EIP (P) Ri-� TOP QT O] a G x �s' �s 3 r �\ PARKIN SIGN (TYP.) / • PROPOSED 5' CONCRETE SIDEWALK . `. `'. , • F /. IG \ \ LOT 246 - - / «� ° (P)'NO o , .PROPOSED (zo) PARALLEL _ �1 ��\ / s o I 0 2 ° 5 o 6 e +- SIGN(TYPJ LOT 45 \ LOT J ,- .•'.•'.• .`.•'.• .` .• .' - • PARKIN SPACES. .. \ / :'r ,P 4 «. � N • • • • ` • • •` •' PARKING G • ,• s° \/ �/ („52Oo � �i � IUCAs i - • , � icy s � . : � LOT o 8'xzo' (TYP.)'. . `, . s0, g P 'NO PARKING' V N OT 244 \ 3 23 :, , I PROPOSED (3) PARALLEL O . ; 4 y � 5 'S+yA'QE.,4• ' / Q/ SIGN TYP. O 2 ARKING SPACES +• `. \ oo (TYP.) 3 ' 24' 3 3a yd 8'xzo' TYP. �y�, F 241 0« 87 I'.' �� - (• -) ` .- .''1"!tiLFB•9.AQ,••.•- ° (P)'NOPARKING'•'• \. [F wcns ` �' r \' LOT �°: co o ♦ _ , • _ PROPOSED CG gD yy /; SIGN (TYP.) ° n . PROPOSED .'. • `• ` ENTRAN E TYP. z5 R h \ ZO \_ 20 36 C� Q + - PHASE III ..• .• .• . ,. , . ,. < ( -).` .• . �<ix F155'/I \ - - 2 m J . `VDOT STD. ' '• ', `'. o O - ao, - LOT BA N .CG-zz TYP . •,'. •, . •, • s3, R/W R/ ' REAR SET 0 EN `. • Y ( � I I ♦ ;• • (TYP), PROPOSED VDOT , OTST 2O 9-�z (rvP) D BRACE. 6'. ` LOT STD. CG 6 (TYP.) (P) STREET' �� 58 zo �j \ PROPOSED'NO 00 - - SIGN (TYP.)-'. ° zo (-0.A66 - - - 37 w g ' b -PARKING' SIGN TYP. ' -PROPOSED � + zo � � 3 a I L'�• ..•,.•,.•. _ (TYP.) . 5' �_ � -�� 6 , CO (P) Ri-i STOP'. 1° PR P N CONCRETE A IROPOSED PARALLEL ` LOT N ` SIDEWALK \ I 59 (3) \ N (TYP.) . o° OP SY PARKING SPACES O SIG � I —I .. ,•...:rp. .. ,. ,. •• ,• .`-.' yh �\ I B'XZD'(TYP.) • -•"�• __ GHT PROPOSED 6 j �0 LOT N IS w PLANTING STRIP - _ P 5 T N�zBo� , . - . • . , • . . , . _ PROPOSED'NO'. • . ` . -: � O � 60 � . P-z - - v; LOT In MILL & OVERLAY WITH TIE-IN LOT . 23+ 10 - zz. \ KING' SIGN (TY �� SOP PROPOSED CG- D N • . ,CONNECTION TO DUPREE ST. F Q Q ,• b S° SOp'R '\'[ - PARKING' P L 9 57 �♦ 15 I LO ♦ •PA ' zz+o PROPOs�/NG 8 • ♦ ..\ SIGN (TYP.) . )r / �� LOT ENTRANCE (TYP.) l „i - - - 3$ > z o Fpp1jea ROLb OK�N \� .Ld PROPOSEDVDOT. f QJ 6i \/ o° _ LOT O r C/D F STD CG-iz (TYP) LOT - LL zz+ F/ - - _ 5 z 1 .- POSEDSPEEDI, • -'. • .' .,. � 6 _ _ � PROPOSE T _ r LOT 6 2 I LOTI 0 6z ♦♦ 3 1 . PROPOSED'NO 5 I J 1 L T T SIGN (TYP.) `r , • `. O'NO PARKING' HTDIS NCE - �p1/ PHASE I IA ` / — - i P PARKING' SIGN (TYP.) r - `, • •', • .'r •SIGN (TYP.) � '� `♦� LOT ^• LIMITS OF P F� - _ = I� \ zxoo ♦ .. p�/O LOT 55 ♦ DAM BREACH LOT 9 L�LI I --I - - \ (P) SPEED LIMIT r / LOT 1 `LOT I� z (P) VDOT STD. C(3 9D R SIGN (TYP.) 63 PROPOSED'NO. `. r \ 25 tee\ LOT 0 z6 , 7 - - I 4o _�C Q ENTRANCE (TYP.) %� CXJ SIGN (TYP.) `. ' ` / \ ✓ 4 0 LL` LOT- _ PARKING' J v_ PROPOSED STREET ' / LOT ♦♦ LL 5 ;.. l o° 70 SIGN(TYPJ LOT 2 LOT I e I —I LOT P I \ SIGNOPARKING' 53 9 7 41 I� \ I PROPOSED'NO r PARKING' SIGN (TYP.) ,, G S N (TYP.) LOT \ ` �yti a \ \ v\� / `�\ LOT \ U ox° :r LOT ♦♦ 18 i 74 N �. LOT 1• � LOT \ Y in r. / 4� � •• � �: °'•� (P) SPEED LIMIT z � 42 iu ' L � ` \ \ ,. SIGN (TYP.) yti �� e�� /� � \ LOT • • � ` — — — — W Q Q 5 •, �r 73 ��`�� ° ti�� A i9 H_ �r -LJ . asxsO� �� 51 JQ��oPo�Q� PHASE `. LOT 7z (P)'NO PARKING'LOT LOT `• ♦ \ `ul ", • ` `•EXI TING CEMETERY `` ti J� �y 2 / +- C v SIGN (TYP.) Q p 9 20 2■ til . ` , rSHALL BE UNDISTURBED / \ u r .�/�2k., / , - - , . , "� � o � \ DUPREE STREET ROAD CONSTRUCTION � W w Q� ty i S�cyT xh Tj / \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I LLI LOT \ 7y ti xOO OAS y° x C \ ' 30 ROAD & UTILITY PLAN 5(SUB-z029-0007i) LOT s / �� ♦ w 21 eb `J \ LOT�\ / �OP�O ♦ LOT \ . `r .,`• +.:,V. `-r`. -±.`', 7 ;�� 8xs LOT \ �� w hti 43 j W \ `ioo' WPO BUFFER (TYP.) r 0 `� ° \ ,�� / 31 / 22 Q1" �' `♦ \ ( )' / (P)'NO PARKING' \ \ //�� \ \ LOT LOT \ QJ ♦ z — — — — _ LOT SIGN (TYP.), 3 \ LOT 23 \ Q TIE-IN T ,,.,,.,,.,,.,,.,, .,,...................................- 9 STING RAMBLING a, I a /\ \ 2 \ � �4 \\ \ LOT • � Q ,,. - 0^00 \ 2 Y .• / 7 BROOK LANE RAMBLING BROOK LANE ROAD CONSTRUCTION \ ' 44 Q .,,� \ "••..,,• • PROPOSED VDOT STD. WP z 9 ROPOSED UNDER PLEASANT GREEN PHASE I \ Y \ O w O O O O O O '"♦, �, LOT MILL & OVERLAY WITH TIE-IN ROAD & UT LAN S(SUB-z019-0007z) \ \ CD O O O O O ° �� CONNECTION .0 N - \ UTILITY � _ 68 \ i� O .,,.........,,.,,.,,.,,.,,., . LL LIMITS OF SU / Y \ / v � J DAY DAM BREACH \ LOT 45 , f LOT so ` ♦ FEMA ioo-YEARJ O PROPOSED LOT LINE (TYP.) 7 y � � ) p O ` 6 � OCj PI � FLOODPLAIN(TYP.) ° O O ,p L♦y `�� PSG P�lA9 LOT o W / O Lu e o O 0 p O o,.r\.\ ' b` i 23Ap \ 46 O ' LOT r�x JOB NO. GRAPHIC SCALE o A'4 66 .` i �• 182154 \ 30 `� 0 15 30 60 120 p° \ \ / / �` ` SCALE III =301 LOT � .e \ IN FEETO 65 \ / `•, SHEET NO. / \ , LOT YR. \ 1 inch = 30 ft. � � \ 5 No. 35791 a 5/16/22 No. 35791 5/16/22 _Aaj I u ' •• -2'.1 ,. .�-z,O ' .�6 •(6' P iLof� CK ' \ �E�,`��N ^°• X\ \ T aP_i,m G1P N S GP ° , II ` n _ p15(� _ STREET 614$ 'PROPOSED'N0 +oo 64,pGRW z5+o° z +o z3 zztOou�OT 147 PARKING' SIGN (TY1�zy+oo z3 5 2S+5° -1T 1LC cP VDOTSTD.G-zz(rvP) PROPOSED WALL 14526+00 MAINTENANCE EASEMENT I DE so LEN" LOT �44 GPaP t _ ry .l 6• - - - I LOT / y+5 _ PROPOSE O J oECKo� U s oN143' GPaecJ, (P)'NO PARKING" i_ y6' zo / ? °I .F � � o SIGHT DI 1 SIGN (TYP.) ,- - - ARKING' SIGN I e � `LOT 42 zo' o _+ ryh z? _ - — _ PROPOSED STREET SIGN (TYP.j / (P) S HT STANCE PROPOSED WALL s �\ �- 2$ \ �P)Voorsro. m EASEMENT P --- \ 1 I 'Loc.P �41 "'' aPGE a*ia \ \ zo , , r - .� No_ CG-lz (TYP) so'_, O " ; t ..,(P) R1-1 bFI - - -_ _ (MAX. HT. = y') LOT o °". _ z6, _- �P ° - " -- PARKING' SIGN (PROPOSEDT NO INST. #: I 5' Lj "x (O\S 00R z1"o , - - SIGN (TYP.) - - - SFT k F 140 0 6 LING 1 ANE 56. RIWI /z5'R i I ° x;ttl 39rxad 39dxad - Gs 2 ` AD ".. I I ❑ + 3Ddar9 fP=x.vx) (.oz sq 39dadD 39rarD j ''� tiy�/ RO iwaui� 39dav> w aid r9 0' ^SLOT I%n f: LOT c z 16' ED o (P) R1a STOP °=x iia GDdarD 9dad9 \,'. PROppS _\ / .`°^ SIGN(TYP.) c°=x ) z�dxad� a�rar� Iz o " ^'� ,,LOT.. LOT i �,,.. x.i[1 E9dar9 2° 4°oR 18+00 oi.;itl 9vad9 _ LOT LOT ¢ LOT wL0 mLOT 211 12 �° Z /� 9 m dad9 M oLOT o N �I °LOT tog' 2 sv sv7n, ' �b� O a Q T I PROPOSED CG- D (P) SIGHT DISTANCE o LOT LOT " " 18 " 18c� �- O 2 8 sv7m °. �, LOT 9 d 16 / EASEMENT za+5° za iP / \ a SLOT " 182 s�7m s 7m o 0 2 s5 m 206 20] m Osv�m sa�n, °tx i) I ,3pa, 3 hyti v m ti ",LOT " — F °tx;L:l SV7n I °ix tl I I 7�1 m ENTRANCE TYP. 1 o y C o 180 sv7n, °t x, tl 0 2 n »o b w (TYP.) I 'C�p z.... ...\` INST. .... ., _- zO� SIGN (TYP.) + LOT .,..' �. p� ()STREET o 1]8 MJ30 V' I. \AJ30 — Lot x.L[) I AJ3 i Loix ft) I AJ30 I I ' _ T ,•] Stl7nl ' dAJ302 181 sv7m o 77 7nl _ \+O '�/ -� -- zO - 5_\ . FR ] (P)'NO PARKING 1]Sv7m sY7m loi *.L[I L°ix ail ''aJEOT a) aJ3G ;IJaG " y N _ I aJeG I I : _O F — — — — .. 4 2g ° / zo \ " °ix t) O I I zo' REAR SETBACK O LANDSCAPE & - - - / a°: SIGN(TYP.) - (,°tx �tl x'33G ;I»D I R/W R/ .Z. o PROPOSED S' CONCRETE SIDEWALK MAINTENANCE ESMT \ \ / o > j -------- —— ---—�--=I----- I INST.#: � 3yoR - _ °cx==) 39datl° PROPOSED b' PLANTING STRIP z 27 I zo' zo' \ _ --- �/ - 39dad, LOT PROPOSED'NO PARKING' SIGN TYP.) 61' \ ce o I I F/C F/C z8' zo' zo' zo' z0' - TIE -INTO EXISTING CLING LANE � 29 aD"atl9 ( - - zo' zo' zo' zo' _ PROPOSED MILL &OVERLAY. PROPOSED ° �CG-1z (TYP) u - 3wav gwave LOT"M z7' 20, zo' -z0' zo' - I_ 2o' I zo_ L 29 zb' PROPOSED CG-gD SEE DETAIL ON SHEET 11.� - _+ —� -- LOT 167n - - - - 30+00 N� L°tx�t ' _ 8 - 89 (P) R3-1 STOP tlH9 ar9 ° 16n 7 E/P E/P \ CLING LAN — — 1 ,°zx=t' LOTS LOTS 1 Sro7nl °tx - - 1 I o r ENTRANCE (TYP.) - - - - 30+50 _ SIGN (TYP.) tlatl9 5j l 3° N n C ° Q N �xm9 I DECK 1p. : } : DECK I` 1+°° 3°_ l,p2yatl9 Qt R loo ,° I W n. lY -. (a] xxo') I DECK T DISTA 3 _ ,� � 39 -� LOT LOT �5 7m 15��1; x«, I 30 � I I . > LOTSLOT <-„ 1 ry, I Lu A Ii, x.°, LU A _ SIGH l x> " s m � o �- I <.rx.°, DE« �v °t 1 1 onl I f; 18 VbT �;x. >. LOT°' 1 lrj� l G I 204 5 u�n�T EbT wEAbT A LOT 5s�om s �n °tx i, 3o I (P) (a) PARALLEL - _ J I 2 (TYP.) \-. \ r 1 [� y,33° 1 - - -PARKING SPACE- w-- - 35 0 234 " 233 - 2. 2 o.EbT LOT W 55 om n Q„ ° ° M 3 N ¢ 1 l t°w3a aJa \ I — — — —I 8'X20' TYP. �' > = 0 LOT " 4' m 231 w W Sin o,x Lq I_ - - 6' LANDSCAPE & ( ) o LOT " A I L GARAGE GARAGE N o GARAGE v N Q (ss..a°'). GARAGE / �139,� \ o ''.ln ,otxLq I AINTENANCE ESMT I - 203 - J186 F- a (,;x,d) a.x=°1 nrxx°, GARAGE / \ .o + ,-,�....> INST.#: zO, Grxxel GARAGE Q w PROPOSED STOP W I� 4 �r N , , 2p' 20' ^ ,.0. r — — — — W 0 Z H fi`, - LO <` (P) CG-9D zo zo 1 yi - - " p < ° pC Q SIGN (TYP.) w x — — - - - 8 �I an u LO <u =I w I s °z 1 8 4 W ENTRANCE (TN z - + I ry w T - ova ED Q LO \ cq a6 RINiRI za_ 0 202 01 1$] rocl I C � f/ w 1 �— — Y LOT — — — — - m s� w Q Q p% U L. 5'MIN, N / `9P LOI a W LOT " N --` M �� 1 2 �� Z O -o v> _ �" o OC zs zo' F C) / NG CI w` al p � 6 1 N LOT> Q N a a; o LOT 3 N w o zo' T SET ACK (P)Y'NO PARKI m 228 +,t n PROJECT BOUNDARY (TYP.) 95' - J U LOIN a zo' I 37 - 2 -- - - _ T _ - _ _ _ - \ " 3 FK FIC 3' c a x I s w o N V 188 N SIGN (TYP.) r o' L PROPOSEDLOTLINE o J 87 ai " :A 1]6 I ( LO <` Lu m 201 N - O _ z� II � � - LOT 95, wa _ -- - wo o0 _ 2 — ti a136 + -- LOTS o I o N I 316 94 _ - N J I LOl I I w o LOT $ 10+50 1 w p "n °a a m 200: ° �I �18g (P) VDOT �� 1+p° L9 SETBACK — N 1¢ .. n 1Z5 LOT' ,��, a L°n O " " 3 o CG-12 (TYP) I -5'SID� _ 2 m �m 93' -I o I x m �o + J - --) + Q7 \ ' - g8 - �.. ?16[F = " •'" PROPOSEDVDOT 88' - " OpO C/QS 17x 2 \, ® � u, - - S So o. N I O n �a J 93 T F LOTn � ° ° b 1 _ 0 I 13 LANDSCAPE & _ o - - a ° a I N YI - w- - n STD. CG 6 (TYP.)- -: - - MAINTENANCE ESMT LOT N O a 174 I I UI LOT " _ c M INST.#: o R ¢ v n O % 26' w- 9 A W I- ° m � Y LOT a N o, cYi N 1 I U 4 .. ox N - 01 __ r of _ V 35 I 16 I - LOT w /4 a N VI - � Q P EP 1 5 � I rn 9 7 I '� I o° s J w a _01.90 PROPOSED STREET. 1 - LOT N p a -- - ¢ 1 s-- al ao LuI 2 - - 1gg 'I - -I-8R,2 I SIGN (TYP.) N + m v v> ]3 wl LOT �? F/C F/C e;m € �Z PROPOSED VDOT N L 1 w-` ♦ aa' ° LOT' <s — Y ❑ 16' z �. 34 85' c 7 '1 — PROPOSED I" bl a166 OI N I o V LOTS n Q " STD. CG-6 (TYP.)♦ • 2 O zo �. J Q 7 LLOTLINE (TYP.) r N- J 93' --L - o m �98' - g191.. o °o oo� z -� LOT d - �— T F X — . N , _ a .+a PROPOSED 6' PLANTING STRIP'. • N 6' o a. Z - N �A. 172 :. �I ZI - -�; - - - N 6 Q 1 s o� oLOT' <: _ - n I ti o �- W �I n z 1 8 - 3 a 33 s MO C InQ V! A DE I w I N 5 ,d1 J -- a - Z LOT- 2 � o F -F • `PROPOSED �' CONCRETE SIDEWALK R _LL - o/ C k C 16 N / 5 ° aP 6 a , °m 1 E l � R W o PHASE IIB Fx°�« I o NI ` •` • •' .R I 1 ]_ LOT d LOTN b _ ' - - - - R/w I N 1 x b � gz' � I o n � .PROPOSED (10) PARALLEL', • � N (� y, PARKING SPACES. — _ ti x,°v lri xol LENNO LU LIJT o I � O _ o-� N ," I LL 197 — � ` ° 6, 2 p : 1 OI d � ' ..' I N li . n '1]'j C Om � — J � o I ' N LL• •-' •' '-`` `• g132 ° v> _ LOT X n a o OPEN 8'X2o' TYP. ¢ w > n - LOT N I PROPOSED (3) PARALLEL (. ) Q O ♦ of T Im ° I 5 I , Q A - 1,LOTn I ♦ > PARKING SPACES 1 A 168 �, lvt Y LU W a - ♦ ,•-n '" V I -. o o � W- w + N x / R/ , <, „+ > LOT> �o 6'LANDSCAPE& J 9i P 'NO PARKING' " . �193 �T �.�.. I � N �p In -ml ( ) N 196 � Ii I I � .8'X20(TYP.) e�}8•••AC1' Lu . w GE GPRP _ 1 ,1 P STREET - 9 8 �. ♦ `� 9- P ♦ u G P W L x AINTENANCE ESMT SIGN TYP. ♦ - �x a a, _^ (TYP.) - `.PROPOSEDCG D` ,e No T 126 l 1 N - -- o. 9 fl 1 FI LEN `I Q O c n r I r 5 GN TYP. ] �s o Ln E J w � 1 GE GPRAG „ 3 I a. INST.#. LOT „�' I , 1., � o I <; � N .PROPOSED - . ENTRAN E TYP. W RP J L n C x + " •PHASE III - I LOT a. + 12 x P VDOT STD.` R � o - P R1-1 T P ♦ A I S O 4 m GE t B _ O o •VDOT STD. 12 I GPRP o sE - _ 1 .� � <16g _ I �m LOT" I �" I n�x'' N R1-1 STOP SIGN � � � SIGN TYP. ~ I P NO PARKING' " � a S' SIDE SETBACK - - — " �� - - ( )� - -..PR— u ( )' � = 194 ~ '.CG 1z (TYP)'♦ • OPOSED VDOT �. �I. / ' - M V ♦ _ - _ SIGN (TYP.) �95 r q STD. CG 6 (TYP.) (P) STREET`. 78 .. - - - - / PROPOSED'NO > 88 • �+ ' (P)STREET .d --� *.-'-SIGN (TYP.)- L�J ao) r o° E_ z +• ". - - - - + - - - 83 I,, PARKING' SIGN (TYP.)'♦ PROPOSED 5, 1 co zs � 80 SIGN (TYP.) ,;: a ONCRETE i6 - _ i PROPOSED VDOT �\ ,. (P)-R3.i STOP' PROPOSED NO-1 _] zd — ° STD. CG-1z - '- .':'- =,-," _ ` � \ �' .SIDEWALK SIGN (TYPJ PARKING' SIGN (TYP.) z , �- (P) VDOT - _ _ _ a S� " c a O _ _ STD. CG-1z- 75°'R — z6 27+00 z615o SIGHT DIS N"—'z6+ =v V n w _ (P) VDOT (P) VDOT �S�, HT .. _ —r _ _ G � � 'PROPOSED 6' ;•'.-• `.' `-': •'. J 16' •• , '4� �- z7+5°-- oo a -I �3 STD. CG-12 _STD. C� — IS N��z$o _ _� w �, _ NG•STRIP PROPOSED'NO'. " w z5+5o --_ �-f` - PR+OSED PUBLIC ROAD (49' - - - - _ --_ \ R r'� `PARKING' SIGN (TYP.) Q z + 00R z3+5o 3 _ -(P) VDOT STD. CG-gD z8+°° y ° 4 zz+5o Soo R .. ,.,. 5 00 10 z +oo r P aMei _\ (P R115T0,♦ - >2go z8E50TRANCE (TYP.) - ---- -- - --- zz+oo ROPOSF NG B/� SIGN (TYP. U NCE - - - - oPUg OO/(�`. +PROPOSEDVDOT.' P z + z o 5 H�\S 00 _ - - (P) VDOT STD OP N � -h - - STD CG-12 (TYP) ' Y - .» - i 29 .. .:;. _r I _ I ♦ - , . •, • ia''; IN I I IS MIN. FIR NTH � - �- zz+ D _. CG 6 (TYPJ SPACE .B, . g w W + - $ETB -- - ) + I � ��9+50 ..; ..;. . � : •' ' °' -- - , ' 1', I I • `♦ • .' . • ♦ . ( ACK I I '- - � -- - - - - - - - - PROPOSED SPEEDI, • 1\ _ o : _. I o•208�iL •' `♦•`.• I I ---__ I I 18' I - ."•'.'"". • " HTDIS_...- -� H - { -- - I _ TYP. I PROPOSED VDOT LIMIT SIGN (TYPJ (P)'NO PARKING' TA CE= PROPOSED'NO ; . ( I - ( ) "SIGN TYP.' A -_ - PARKING' SIGN (TYP)- 25 MAX. STD. CG 6 (TYP J a , . ' (TYP.) " �, `• Zxoo ♦ - • ( •) • , I L°=x I I' -- -- F ON =:1 I I . •' - . U) ..`:.. I __ - ♦ , . 39bab9 I L°=x 1_) -- - I I - - - - - - , .� ul .. aV9 I I - - - - - - - - - - - (P) VDOT STD. CG-9D R— I PROPOSED'NO 1 ♦ •. I I I � �5 W I' I I ; ' `. `• I I a I I PARKING' SIGN (TYP.) 39dad ENTRANCE (TYP.) ; ILL , - ,' I 39tlatl9 Il„) ♦ • I I 19bab9 39bx ozl I I Lwx ozl ::I r •� ° W � 1 I -- 1 I xxpi, I I 1 I¢ I I I LOT I I LOT I I I I I I I ar9 I 3Ddab9 I I I I" �\ z. LOT LOT I MAX'-R 1 1 L I W r i" 3 ;•`.•` I 82 Ie 1_ ;. z5 °�d d9 LOT N I s3lo� torez ; • '. -; :. o F LOT I zN\ a TBACK "I W 4 I h x,,., K I 81 s31o71 ° " LOT LOT l 1. PROPOSE o \ y SE { 1 o nomE I 8p u " PARKING' SIGN (TYP.) 8 ; ', III 3a10 bd LOT LOT Y ° LOT +.% I 5 l0 1- Deno OPEN SPACE G i#Noll J S310D I n I 8 U o s3,o7 I I 8 53 I I Tztx s[ I 79 53107 I I\•.-• hi LOT I 39tlatl9 1 m I U, I l.zi I xesd II�♦`• II eo I I ?x Nolidod I L=[xSil I f Q 53107 °n 107 j" x�3alolitla va..a (0.19AC) I I (,==x,et) j aa3a/Doha LOT l otlatl9 1 1 rl LOT 86 1 Lzt x,02, 1 EtlnO nz MJ30/011dd I °#NOIldO I I aJ3O/ I (.=tx sq (ztx St Lztx$t) NJ3G1011ydI— :.I I Ol I 1 I N>301011tld I Ltz VL I 1 A lw I I I I I (.zz x,go) I 011bd I 1 I O• \ p NJ301011bd 'I wl NJ301011bd AJ3O1011bd i#NOIldO �. 7y I =#NOI1dG I MJ30/011bd I °#NOIldO t#NOIldO I \, :J zp ,gi) I I i#NOIldO I i#NOIldO �/ W =D'NO 1 uao Glou LOT 8] s31o7 1 #"O 1 I alloaao PROPOSED WALL- — ouao I I I 1 I / \ I' SIGN (TYP.) I O I (,.i.loura 1 hix,e a I — — — I a»G/oubd (.==x�ei) I w (•_" g Q/ �,... ,r I. ssSi, 1 8J3° 1d0 rJ30011tl , `+• : -- . ••`•`'; ••': • ` ppp Lz NOI I 1 a0 1 _ - HT. =6 ♦ • •``♦ I L I °#NOIldO Y.J I NJ30/011bd I I (zzx Bo) Q L¢x,gi) Ls x,O[) : I MJ301011dd 1" `4 •'`` ` LOT \ SLOT I �1 80 53107 GloLLtla l paou _ (MAX. ) — _ — _ =J301011dd z#N011�0 \ I —.I L —.=YNQIidO g#GNOIldO I ICI „#3NOIldO I #NOIldO •e'µ'f`"'"LL♦`\ I I I 1 I ''urvouao 1 1. y,�3aio \ +�,� 2o'REARSETBACK �I ( _ 8g s3 I I J - PROPOSED LOT LINE (TYP. - - - - - - - - - - -D 73 / \. l07 „s3Gloutld 1 Ln¢x.atLL o,"� . +►„y,. `.♦ •`.L (TYP.) I — — J i_ — , J. • W. ' \ ff< LOT \ V yz3alolltld � 1 1 ro3°lolia 20 < 8 72 CD _ • T.. \ ` EXISTING CEMETERY uW] CD #Nouao s I ; _ - _ - _-,1l1'. SHALL BE UNDISTURBED / N 1 7 ' • _�-- '• . .•`. '.• '• ' � `• - ,�---_ •�r,_---- LOT j -.- - VAR. WIDTH WALL PROPOSED WALL �. \ - - - - - _ - - - - _ 100' WPO BUFFER (TYP.) - - - _ - 71 MAINTENANCE ESMT (MAX. HT. =T) O O O O - - - - O PROPOSED WALL INST.#: (D (MAX. HT.=y') PHASE IIB too' WPO BUFFER (TYP. \ i ' • ' PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ \ (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) VAR. WIDTH WALL \ ,,..,.,.-I�)".,, AINTENANCE ESMT\ LIMITS OF SUNNY \ \ „�,,... O `ioo' WPO�BUFFER (TYP.),". ` .,,.,,.,,.,I.,,.,,.,;...,.,..,,.,,. o O O o 1 II O O .,,.,,.,,.,,.,,.,,.,, wsr.#: , \ GRAPHIC SCALE. �.�,,....,,.,,..,.,..,,...... .,,.,,.. DAY DAM BREACH \\" o I . o \ / �, O O (D O O O O O p I p y "...... 30 _ �� 15 30 60-"-'{z0 ` ♦ - - - - - 40, _`: / / ��,,.•,.= ,;.o .� (3�LI M ITS OF 10o YR I 1 .. _ O................................ .• �.,, O FLOODPLAIN O ........... � \. _ - // ��•� O o -�� i\.\ 1 in 30 ft. .o ° o ° o , "MCCOMB STREET" SHALL PROPOSED'NO PA KING STREET 3 CHANGE TO "CLING LANE" AT THE 5' CONCRETE SIDEWALK PA KING STREET PARKING' SIGN (TYP.) —PARKINS SPACES 16' z1 _ PARKING SPACESPERMITTED IN TIE-IN TO EXISTING MCCOMB STREET INTERSECTION WITH LEXI LANE. x2o'TYP. PARKING STREET •zo 6' PLANTING STRIP 9� PORTION OF MCCOMB STREET PROPOSED CG-gD `. •, , •♦`, •♦ ♦ •, ,`•. , / __ — _ _ _ DECK _- 34 ENTRANCE (TYP.) �': - - DEa (P) SIGHT DISTANCE" `.' ` - - OPEN SPACE F -- ,�. 3i 1 - „xad Lu s SEMEN ---- _ _ ; - Y. •- (0.14 AC) f I Deck ox COT PARKING 516N (TYP.) ` I ♦;. • • Av\ \ \Luhg;x O - ' 49 N 5 I, SPAC wsr# �PET 152,;>LOT : PRO PO BS m- I - cco - UCT 151 9 TREEs EK T = SED PUBLIC ROAD (56' /W 22+50DBLgI C W v J Q z LL. H� 06 j co0- Lu I� Vl O Q = J W Lu �0• V z V ) W J a- / LOT 70 W w / a JOB NO. 182154 SCALE 111 _ 301 SHEET NO. 6 3/SG' STEEL PLATE WELDED NOTE: CONSTRUCTION FIRE PREVENTION NOTES: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, TO POST S GROUND SMOOTH VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES 1 TH 0 DISCREPANCIES. CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE W �. AREAS SHALL B z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY E DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA PROPOSED MILL & OVERLAY. �j COUNTY OF ALBEMARLE 2-1/2' DIA. GALVANIZED STATEWIDE FIRE PREVENTION CODE. W - O Department ofCommusay Developmeat STEEL POST. PAINTED WITH ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SEE DETAIL ON SHEET 1y.�;,,- 2 GOATS OF PRIMER 3. (1� REPRESENTS ONE PROPOSED PARKING SPACE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE W ✓' AND INSIGNIA YELLO y. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THANz3'-6". RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA w SCOTT R. LLINS� Construction Record Drawings (As -built) for Streets a 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. W ZI ~ O 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT W C.� No. 35791 The follow rsaGstofinformationrequired onas-built roaddrawin s. It is preferable that 3/4" DIA. STEEL PIN W/ MEAD t 3. ACCESSF VIRGINIA W U w � g � W/ 3/B' DIA. MOLE FOR M PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL / U-= 'o5/16/22 the construction record drawing be prepared by someone other than the designer. phrase do LOCK LOCK UPONCOMPLETION OFTHE PROJECTTOTHE FULLEST EXTENT POSSIBLE. CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN \ -Ln not provide design drawings as construction record drawings. CN.I.Q.) 7. SEE SHEET z AND 3 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. i 1 FINISH SURFACE 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT p)STP� .280, / ' w SSrONAL ECG A. A signed and dated professional seal of the preparing engineer or surveyor. n 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER �51GHT - �� 1 \ to B. The name and address of the fmi and individual preparing the drawings on the title sheet. r MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS / \ C. The constructed location of all items associated with the road construction must be shown. The items - zo. 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 - 3' DIA- GALVANIZED - IsT I (y EXCEEDING FEET IN HEIGHT REQUIREA STAMPED ENGINEERED DESIGN FORTHEWALLS SYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER include, but are not limited to the following: I 4STEEL PIPE SLEEVE0 9 5 CONDITIONS. 1. Horizontal Alignment -Show and label measurementpoints, end ao interpreted line between CPAINT ABOVE GROU=^ I 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY I,1 8 MUST HAVE AN ASBESTOS SURVEYmeasurements. Show the as -built centerline over the design centerline. Distinguish between the PORTION SAME AS iv PERFORMED IN ORDER TO APPLY FORADEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE y. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS design and as -built by labels and line type. Measurements shall be at frequent enough intervals to REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER accurately portray the as -built centerline, and the position of the roadway within the rightof-way or CONCRETE FOOTING DEMOLITION PROJECTS.THE VIRGINIA STATEWIDE FIRE CODE.easement. Any portions outside the right -of --way or easement mustbecorrected by plat or1z. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THEconstruction. 3/IG' STEEL PLATE WEASEMENTS FORTHOSE FACILITIES, AS IDENTIFIED ONTHIS PLAN, SHALL BE DEDICATEDTO THE ,S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL2. Vertical Aligrmtent- Show and label measurementpoints, and an interpreted line between TO SLEEVE ALBEMARLE COUNTY SERVICE AUTHORITY. BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS \ measurements. Show the as -built centerline over the design centerline. Distinguish between them by 13. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM)SHALL BE ARRIVE ON SITE. \ - labelsandlinetype. Write the constructed vertical elevations and compare to the design elevations NOTE, DRILL A 13/IG" DIA. HOLE TMRU PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE \ \ \ where necessary. Measurements shall be at frequent enough intervals to accurately portray the as- BOTH THE POST AND SLEEVE FOR BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN built centerline. For alignments which deviate significantly from the design, provide curvature and PIN PLACEMENT. VDOT NOTES: ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. sight -distances. Corrections may be required for alterations from the design alignment. 1. 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 3. Edge of Pavement - Display the constructed edges of pavement and width measurements at every ROADWAY FROM FLOODING OR DAMAGE. APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR TIE-IN EMERGENCY ACCESS ROAD TO EXISTING 2b\ - station, or more frequentlyif necessary to accurately portray the as -built edges. Show the as -built z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING aTS' yp° y 8 LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. _ edges ova the design edges for comparison. Show and label constructed edge of pavement radii for • ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR M \ all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be 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 ILLEDAND \ included. \ • / IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS OVERLAID WITH NEW PAVEMENT. 4. Culverts, Pipes and Drainage Structures- Display the installed type of drainage structure, \ ••�• 3. IF A TRAFFIC MAINTENANCE PLAN (TMP)15 REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA ' ✓ \ \ ZZ w culvertlpipe sin, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. LOCATION OF REMOVABLE \ Z a elevations compared to design. Computations: For slopes flatter than design, or inverts shallower • • / SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL an thdesign, provide computations verifying design standards. .• �• \ �� COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND 1 \ BOLLARDS & KNOX BOX FOR 16' O g 5. Ditch Lines -Display the constructed location of all ditch lines, including typical section, direction of ••� / •• SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE \ EMERGENCY ACCESS ROAD. \ zo 20 - w on flow, and linings. / MARSHAL'S OFFICE. SEE DETAIL - THIS SHEET 16' o n 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage / \ \ \ 20 must be within platted right-of-way or drainage easements. Provide copies of recorded documents. O t all -OE�K Z F 7. Guardrail- Display the constructed location of guardrail, including the guardrail type, length and / \ t \PROPOSED LOT LINE (TYP.) o m z applied end treatments, compared to design. \ 7 aECK. s=« 8. Right of way and associated easements - Label deed book and page numbers for all dedicated O \ 1 2 RrJ,J _ ^DECK ` �',« : w o �ENNOX uUL right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. \ RIW _ - 1 \,� x=°� LU L•a W 9. Pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement \ ♦ 1 ) DECK KENNOX : "COT 1 W thicknesses based on inspections or cores as referenced and included. Inspection reports are required \ \ 1 1 O ' ° �u LsOT LOT �2 ��3 for fill compaction, CBR's, and pavement applications. L 10. Street Trees - Provide design and as -built locations and species. Compare to design. \ r DECK Ku��T 120 12 0 - GPRP 11. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. / / ♦ O z° / \ \+r ) t/t 11 -o co. GARAGE °' GARAGE \ LIMITS OF PMF �1 16 \ 1 DAM BREACH zo ° °s `COT m \ G RAGE • GA RAGERAGE _ \ \ . OT � zI K \ KcP �oC50T 118 m �� nix __ \ \ 5 . a' PA / \ ' �� • 28 u°°',' \ °, x=o�. �ENN°X `U L117 'Q' GE 1 m • f � -1' / \ PROJECT BOUNDARY TYP. 116"� GM1Rxz° ,CPR • . 'C7o zo o-'- V ( 1 of 11LI r GE /\ of 11 m RP / z° ti*'° \ � 112 a. GARAGE \,+xxo _ ♦ 2 �_ / \ \ PROPOSED VDOT z \ q ° \ 0 - - ISTANCE - 2 \ \ STD. CG-6 (TYP.) °Ex'+�� UCCSOT �' G"R.;;o, /-\ , / / \ 1, \ OELKoI LENN°X U%`L L1T 11Q \i \ Gp0.PG°1 lxi xv / r... xJS.n -29 w N rq \ V A \ \ \ \ O EWALK • `• ` ,• ' •, • •. '-.'.. '• \i *'°a \ °`EN�N.,'°X\T IUOL,ELK o, �uD�ECK0°, w *' LOT lO�ypgGE � 18 M PROPOSED 'CONCRETE SIDz all l^y1 R P VDOT STD. Vu)LT08aTYP, �go-- - a toCG2 2 (TYP PROPOSED 6'PLANTING STRIP 1Q7 GPoaD+So EVT6 c LO N Z° , \ PROPOSED'NO 105 RP°d,_- O \ PARKING' SIGN (TYP.) N OLF a RPv 1 " .5 PX 10' / 26 % / 3 0 \ m r\ _ o O \ \ 103 �1 2 1 U�"' - 1 . ` • ' ` •' `• ` •= PROPOSED CG-gD ENTRANCE TYP.) \ \ ' ' ` `. • `. ` ' ` \ GARAGE GPRPGE� U' �' 14 \.� trJ° i..A ( P.) F I \ \ (P) VDOT STD. CG-9D.\\ C \ ENTRANCE (TYP.)'. �, 36 So \ / PROPOSED'NO PARKING' SIGN (TYP.) z° j/" S j 2/ / 32+0° SIG NLE .' \\ PROPOSED NO O PARKING' N TYP.) zo 5 (P) VDOT STD CG-gD \ ovavo LOT" N - / J n 5 IW C 6, 32+5° \ ENTRANCE (TYP.) \\ LOT3a A • • �P 9 \ o o,^ OT _ 56 .::. ,00 33+00 (P) 6' PLANTING MAX' \ \ PROPED NO \ LOT \\ #Nouao s go LU R . . O 25 pCKO ,O \ . `, •'. oo / J R POSED N _ / S g K�3aiouva T Y n PARKING' SIGN (TYP.) N y , I / P O O m �� STRIP : x =� \ �9 \ =#NOcao ,. •. rN 1 / E\" vo \-r 1 a� 3N,d 11 O 02 '/ \ \ \ 5 � \ 1 I -I a _ / , \ \ \ a \ \ LOT r o 1 PARKING' SIGN (TYPJ o, +S° ✓ (P) 5 CONCRETE \ \ 30 \ N�W35 \ � �/ / \ \. 9 SIDEWALK \ \ \. 2 \ - \1 \ ' •. ` `. • `. ' • ' i cJ� / \ / / �$ io=*•°=� O / ,• • .. , /� / / w o f �/ o=� \;p \ T NS \ 9\od \ \\ \9`0lol`a =#No\ld 3 \\ \ OPEN SPACE ,li •• .•`, . . •, • . r , . ` .. • ..$ �°"- A + lob Q \ ♦ . • `.''. . •. • `. . • LOT 34 (1.12 AC) . • ...'' $ s �\ -� \N..FR \ \ \ \: \-rn \ L94 g3�O \ \ v,3pNaiao \\ \ r?gNo\lao.....�. \�O' RE SET / Lt.l [-� ` \ o \ \ 2 / \ \�101 TgPCK pR �\ LOT \ \ \ R" \ y tld PROPOSED WALL `' • ` / J ,„ _ / OPOSED'NO zxsn \s \lya \ GIO\1 Y / d 3 O • r .• , . • . • . ` w : � / i.♦ .• .. .• .• • . , . .' •�'. , SIGN (TYP.)PARKING9553� O \LOT ,• .• .• ,• • .` .• , .• , ` . , . , . • . . •, . 'y !/" 39tla lJt Sq yz3N0\ld0 �� LU VAR WIDTH WALL ` - . . • . . . , . • . • A • • �"•. •.,� , LL : . . ' �• / a 46„ N -'• i °=xA=� \ d \QJ\ t==x,8=tld �\ e`. I \ \ 1 \ \ LOT \\ \ ' `OPEN `•' `-MA NTENANCE ASEMENT z \ ` r /1 4 LOT >' °z, 1 \ 3 Oo \ :3°IOUtlo \�\ r PAT_ -C% INST. #: / r��//� �l 100 tl / I 1 /� 1 0 •C• 7 O LOT d / 5 `\ r LL '.�,.• .,#' / PROPOSED'NO` \ 'N I S3_0o j3alo\lo \ / • co \ PROPOSED STORMWATER Z o d / O \ e. \ 8 No PARKING' SIGN TYP. I --I LOT J 4 Q s 1 1. a tl i MANAGEMENT FACILITY'B' - ^ // 1 O h' / 1 \ m I 0 3 G `,' ' i•'+ s / 1 'lOJ %•-SEE VSMP PLAN FOR DETA LS '✓•' /". • •' `•', • `.' ••' s \1 1 - O 6./ Glo v - \ ` a 1 \: =#"O VAR WIDTH WALL ` U (WPOzo2000a53) - a= / ,,. 1=11.,,,PROPOSED LOT LINE \ � O I I I \ tld (,x= W O • •`'.`• `, • `. • `•, • . •'.``. ' `1-, .`i,'-.i `� O\1 tld • • / ,• �.•• 1 ° \ \• `•, =ice \ r�3p1 ao \ 33olou �\ / ,�• �'..,, AINTENANCEEASEMENT.' -'s# O /• �L \ PROPOSED WALL INST. #: •� qI Y V 1 LANDSCAPE ! - \ ..=p tla \ // a :u a / MAX. HT. - 6'•- • f ` •MAINTENANCE EASEMENT. mo - .•. "........................ `.r • /� ``« LU / o Ul 777 200' WPO BUFFER . \ / OLU \ •„� LU \\ LIMITSOFioot \\ / / / , a \ • •,,.,,.,,.•'LIMITS \\ \� O O O FLOODPLAIN YR LL \ \ DAME REACH O O SUNNY / / / 20o YEAR FLOODPLAIN°•„i \ .Z� DAY B \ ,,.,,.,,•„ �,,,_,. ° %\.. ° OPEN 5 PAC E H W VAR. WIDTH WALL / O •` •••„ ...•"•" \ \/ MAINTENANCE EASEMENT � //O � o (WPC BUFFER) H \ / / o ° ° o S �,,` \\ \\ / / / / / • •„r,•"•,,. • • •,•° O O O INST. O OLU / ° 0 0 0 0 0 0 0 .273 C z CD Y' // °O �/' PROJECT BOUNDARY(TYPJ=\ //_.�. .. ^rr'rrr- - - --�j,fr-ff�. O Uj 0 \. / 0 6 O .O / / EXISTING STREAM / / / �L 7T N J \ - o .0. / / /� / \ , - GRAC SCALE `_ �_ 0 VAR. WIDTH GREENWAY««�.. ASEMENT 30 �: f O ice..-- / \� .. .o. 15 30 '.66 Izo O o�a�f�O. / / // - DB.5537*PG.745 // -- --- /// 1 inch = 30 f1 1 0 O O �0 0 0 0 00 O O O O OO 0 0 0 0 O O O O 0 0 0 0 0 0 0 0@ O 0 0 0 0 O JOB NO. 182154 O O O O O O O SCALE 0 0 G o 0 0 0 0 0 0 0 0 0 III =301 O 0 O O SHEET NO. 7 �w —w :`. : • D 8"x8"TEE ROPOSED 8" CL 52 DI WATERLINE I WATERLINE w — PROPOSE M000MB'STR ET &(1)-8"G.V. - �w �w � - w w �w TIE INTO EXISTING 8" D PUBLIC ROAD (56' R/W) = - w O — — D.B. , PG. - ` XISTING 8" DI WATERLINE w _ -w zs 50 z5+°° �4+50 z4+oo z3+5o +50 - �3+00 zz+5o \M - GRAPHIC S z i 3 zriOo '2 30 0 15 30 60 I NOTES: ( IN FEET ) -- - - — - -� CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER 1 inch 30 ft. PROPOSED WATER - - ' o \ y CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES 733 _ PROPOSED WATER - SERVICE LATERAL (TYP.)- - - + b --/ BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL p 3 SERVICE LATERAL (TYP.) / AND ROADWAY TIE INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE - - - - - CONTACT ENGINEER TO INSPECTE P DS, OR PAVEMENT BEING PLACED. PROPOSED FIRE HYDRANT - - - - Ge (� �' ASSEMBLY w/ 8"x6" TEE s I I PROPOSED ATER \ Oe�/6 p� z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE SERVICE LATERAL, \ s 'Pp 9 2 @ THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. LOT ;pl 00/ JJ 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND LOT S 'P DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING LOT A 1, , L i L LOT LOT O LOT LOT T � s F` LOT LOT LOT c LOT I 18 LOT - 9 FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY 18 4 3 z 2 z u �, � 3 0 1 1� u 18 20 o z s z 5 z 9 181 2 08 / SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 0 / 180 206 7 1 LOT w ,3a IX SCOTT/R. CI No. 35791 i�l 5/16/22 _i zo' ACSA UTILITY EASEMENT o° 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. '/� D.B. PG. - I ' MH-44 j I I 213 j /\ 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL v' Z zpoBACSA UTILITY EASEMENT I � I /! 2OT / \ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. / Z z � -- - I -- / 4 / k d" a Q f � 5 _- v � 5 _ 3 2>U CO PHASE I ; .> En U) z MH-43 / \ \ \ \ / H o S PROPOSED 8" SANITARY SEWER \ --- 3 - I_ - _ s \v \ LOT ti w I I PROPO� S ANITARY SEWER' �� - \ \ \ j / / / LOT PROPOSED WATER \ 1 _ 185 3 o = LOT SERVICE LATERAL (TYP.) 216 SERVICE LATERAL (TYP.) PROPOSED 8" CL 52 DI WATERLINE z o a LOT LOT LOTv \ \ LOT W J 3 1 235 2 233 LOT LOT / �\ \ �� \ \ / 217 \ g I a d II 34 232 233. LOT / / / \�\\ 186 Lu a230 LOT / A PROPOSED WATER SERVICE LATERAL I ^ � PHASE III \ \ \ v \ V A ,� � PROPOSED SANITARY SEWER LOT MH 40 . \/ l Ll/ 218 SERVICE LATERAL (TYP.) \ ` - j 3 - zo' ACSA UTILITY EASEMENT LOT � PG. - _ LOT / \ \ \ / z1g '\ \ / / \ - - - - _ / LOT -{ I _ - PROPOSED WATER / 22g \ \V A � / LO 1$$ s - -_SERVICE LATERAL (TYP.)/ LOT / r \ \ LOT zo' ACSA UTILITY EASEMENT \ G \ / / / \ 10 IL PROPOSED8'k8"TEE 228 \ \ \\ 220 &(1)-8"G.V.PROLOT \ \ CLOT WoWw 22] EXISTING 8" DI WATERLINE18g o+00 s zo*5o L`0ti16Sl POSED SANITARY SEWER \\ wo CN 226 EWER - SERVICELATERAL(TYP.) I w /� M M LOT ROPOSED 8" SANITARY SEWER \ ,�■' I I I I • . za, v � � CE ` � � �_ � Igo So LOT /j 2z AC} PROPOSED WATER \ 9 \ \ RA E L(TYP.) - - . - / "SERVICE LAT � �' •REMOVE PLUG&TIE-INT08"\ `� \ 224 � •(s %�� / \ � � _O I I LOT 3 - ' . •, . •, DI WATERLINE PROPOSED " "":;.. � , •• ,- '� � � ' o � � / / \ f` I I I' . 'UNDER PLEASANT GREEN PHASE', LOT \ / LO I PROPOSED SANITARY RY SEWER /i zA FINAL SITE PLAN- _ 1�x \ 223 // \\ 2 6 SERVICE LATERAL (TYP.) M PROPOSED 8 CL z DI WATERLINE, o \ \ 3 - PROPOSED WATER \ 5 3 I N (, •', • `, - 5 \ .SG FIRE HYDRANTASSEMBLYPROPOSED UNDER, \ \ j LO� /`,.y % \ /, LOT O J :. :. `-' •',`-' PLEASANT GREEN PHASE zA FINAL SITE PLAN, LOT • ` •� - .. . - . � i \ � ,SERVICE LATERAL (TYP.) N PROPOSED WATER SERVICE LATERAL (TYP. ' /1 ,°OJ' SDP 2021000 \ \ \ 237 LO PROJECT BOUNDARY (TYP.) 33 1gz is ': I. . - . - t o - p ( 74) \ %; OPOSED SANITARY SEWER , .zo' ACSA UTILITY EASEMENT • ', e 9p GB 2 \ / �' \/ 2 $ Y� \ co t SERVICE LATERAL (TYP.) T 3 I ` * D.B. PG. :. :. ��C PSJ \\ y / ,. \� J 3 L p TIE-IN TO EXISTING 8" PVC SANITARY SEWER WITH A OT U--� (' �,A2y09�P� \\ / /; `. /' O EW MANHOLE. PORTION OF EXISTING SANITARY LOT 247 ` \` LOT LOT : 1 QI? ~ 0 \ \„ z SEWER AND EXISTING MANHOLE TO BE REMOVED. N I-� I I c �� ,� / / �: 39 LO 1 LOT z46 34 O s \ j ° Cn MH �' ` 2 o O o PROPOSED SANITARY SEWS r@ r PROPOSED WATER SERVICE LATERAL TYP. _ ♦ 4 4 2 ( ) •'C•` \ J + LOT - ��• 45 � N P. i 'i'0.48.9,SERVICE LATERAL (TYP.) L �° / OT MHz - ` L 7 - J LOT �, I �i I OT 2 L O + REMOVE PLUG & TIE-IN TO 8" DI WATERLINE PROPOSED / W LOT 2 44 I 1 - UNDER PLEASANT GREEN PHASE zA FINAL! PLAN:- zo' ACSA UTILITY EASEMENT '. `•zo' PRIVATE o 242 43 \ 35 Q TIE-IN TO 8" DI WATERLINE P120POSED f '8''x8" TEE & O 8" G.V.D.B. PG. p 4 \ Q I 94 I. . • �• ` UTILITY �¢ s , WT GREEN PHASE zA FINAL SITE PLAN r - .PROPOSED UNDER PLEASANT \` :• - 2 4 1 ( ;; ♦' GREEN PHASE zA FINAL SITE PLAN', W PROPOSED FIRE HYDRANT oo LOT ` 8 SANITARY SEWER PROPOSED UNDER , • , • . •, • ASSEMBLYw/8 x6 TEE - . RO SE N LEASANT GREEN PHASE IIA FINAL SITE PLAN - � N- $ 8" CL z DI WATERLINE PROPOSED UNDER /' / > ° (SDPzozi00074) 5 / LOT / _ �.� p o �RRCL. -54 \ M M PLEASANT GREEN PHASE zA FINAL SITE PLAN / /' ' .. _ +;R �' (SDP zozi00074) 59 / *� i ` .( A6b - - - M M --FIRE HYDRANT ASSEMBLY PROPOSED+' NDER ' ! • - t . SSU s PLEASANT GREEN PHASE zA FINAL SITE PLAN; •', ` /:.':'/ QO / LOT / 5 / H-5z "s -- - MH- LOT ~ z zz+5o io+oo �M (SDP zou00074) • Q 60 / D.gAC� PICL3IT EASEMENT - : . F�. �4 i1 I _., _- •� zz+o . \..,,,-`.•'.-'.•.•'.•'.•'.•`` � 5 � •� zo'ACSAUTILITY EASEMENT � J o M .•, . • .. • . , . . • . • . • .. , . f � � LOT zo' TILITY EASEMENT Q� / i _ / / U 5 p DI WATERLINE PROPOSED UNDER\ LOT B. PG 5 / Q� Q/ / / 57 D.B. z6 PG. z97 S So L 5 4, - 0 LEASANT GREEN PHASE zA FINAL SITE PLAN za+ \ `� '. • '� �O 61 / / / � LOT `; - � Q (SDP zozz00074) ` // h/ / / /\` 15 I --I --- -- _ - - -4 - ��` - w . • __ \ J0 �i / ROPOSED 8" SANITARY Y SEW ACSA UTILITY EASEMENT LOT AW LMH-z ^�•. `. " .s. / �; �.� /. 62 / 56 LOT PG. U - - - - _--- " . �- zIrio T � / _ / lLOT / / � Y < 8" SANITARY� EWERPROPOSED UNDER o z5 LOT LOT ♦♦ _ _ i6 I LLI PLEASANT GREEN PHASE IIA FINAL SITE PEA `. t• " l R A_ a 6 / PHASE IIA 55 • `.1 . • ... +" . LL `... 3 FIRE HYDRANT PROPOSED UNDER (SDP zou00074),2 . LOT LEASANT GREEN PHASE I I 1 1 LOT m LOT LOT , " /:• ': " / zo' ACSA UTILITY EASEMENT O B�Q Ge " LOT / ROAD &UTILITY PLANS (SUB zoig o0071) ` 17 (n 6 B 9 �'.. 54 ♦ 1 I z 4�`, `""• �" '. `"%. ", .�/ / D.B. , PG. 0,90 00 r .;. 64 / / / / ho / ♦ I F- J', `. "'• `. `. `. : `. ` / LOT / ° 9 / / LOT ti LOT / ` I 1 W L. j 1 1• �" LL 74 G\ R�9/yF \ / / / 53 27 ♦ 1 1 LLI LJJ ?o'oo \ / / / / SANITARY SEWER PROPOSED UNDER I M / LEASANT GREEN PHASE ICII LOT / / / U) - _ - / - a,� / / / / LOT / _ LOT ROAD \&UTI/LITY PLANS (SUB-zoz9-0007) 1 ♦I \ LOT \ 7" . \ \ \ 73 / \ \ ` / \ / \ 52 6" DI WATERLINE PROPOSED UNDER I I `, ♦ 18 \ \ /" ` ` \ LOT 19x / '+ \ � LOT y°° / \ \ PLEASANT GREEN PHASE I / / / J W \ \ s� \ 7z So \ \ \ \ \ 51 �Q,�yx f \ROAD & UTILITY PLANS (SUB-2019-00071) / / / \ LOT • • I __ —\ :• `. %: s / PHASE I / 19 LC / Q - - EXISTING CEMETERY " \ \ s \ \ r•" \s \ \ \ �l`� T / s (n \ LOT �9 Lu-� -SHALL BE UNDISTURBED`" \\ 71 syxo\ s \ / / / / 2 \\/ ,♦ Z' w .5°�dts�� \ \ LOT / O '" w 30 \ ® J LOT w \.\. " s \ \ LOT / `... % 0 / \ \ \ 2: ♦. �'� -� " s \ 70 8" CL 52 DI WATERLINE PROPOSED UNDER �gX 8"+SANITARY"SEWER PROPOSED UNDER` \ \ \ \ \ (y ` u �`. " " PLEASANT GREEN PHASE zA FINAL SITE PLA so i - Y PLEASANT GREEN PHASE IIA FINAL SITE PLAN. `. " \ \ 31 \ O� Q • ". ` \ (SDP 202100074) R+ LOT \\ \ \ Pe S / �', FIRE HYDRANT PROPOSED UNDER / \� \/ h C,�O'V'� L �.♦ ��, . ......,,.,.•,3.00' WPO BUFFER (TYP. - - - - _ _ �4�. " \ \ LOT xo LO 22 \ Q�0 0' 4 w s L / ♦ `w.Lu „� - \"• - \ \ ti°° \OAD & UTILITY PLANS S(SUB-zo19-Oo071)LOT 2 T \ \\ \\I QJ O `♦, _ 0 4 O O O O O `. ': , -�.,� \ o� 8" DI WATERLINE PROPOSED UNDER 24 \ \\ ) � ) � JOB NO. � O ,n �,-,.�.••`"• \ LEASANT GREEN PHASE I \ �HZ1S4 O ioo-YEAR FLOODPLAIN (TYP. .a�r \ LOT -.- O-•..,,. � � \ � ROAD &UTILITY PLAN S(SUB-zoz9-0007i) \ < ) 4 I / LOT � - \ . `` o "o .�♦ \ \ 68 \ \ \ \ / : 44 SCALE O O" \ \ \ `sT\ \ / \ \ zo' UTILITY EASEMENT \\ / 1= 30' O \ \ \ ~ \s \ \ LOT \ \ aj \ D.B. 5264, PG. 297 SHEET NO. 6 s° LOT \ IS/ EXISTING 12" RWSA WATERLINE t 'v _ 0 SCOTT R. LINSZ NICCOMB STREET" SHALL — U No. 35791 � w w• w T �`=r �w; -w w CHANGETO "CLING LANE"AT THE v_w o:•'. . - - INTERSECTION WITH LEXI LANE. �w w w w �2 ©€ ,5/16/2� w :p��. • • ,'`-;� �- ZONAL A 3 ' - --20' ACSA UTILITY EASEMENT w -'` : 'r� > 4�E1 '. '. - :` Qj?6N`• ',`• , • REMOVE EXISTING BLOW 'D.B. PG. LOT PROPOSED 8"x8" TEE PROPOSED 8" CL 52 DI WATERLINE LOT P ' & (z) - 8" G.V. TIE-IN TO EXISTING 8" DI LOT 5 MCCOMB STREET \C \ \ LQT 150 5 PUBLIC ROAD (56' R/W) \ LOT 1 PROPOSED 8 x8 TEE . D.B. PG. LOT `\ 1[F8 49 1 l . r • . Zl & (3) - M M 1 r • � • • • M M M �\ LOT \ 47 MGM 8" G.V r •. MH-37 r •, • - / —M �— \ LOT 145 4 \11 I- /M'M _ �5+50 5 5 _ 3 0 s LOT 144 I/ M +oo — -- - -- z 3 24 0 23+50 Z*/ / +oo \ LOT \ PROPOSED 8" SANITARY SEWER (TYP.) �- �/ e� z6 --- o - 1 l z+ o a PROPOSED WALL LOT 142 RPRP OPOSED WATER -�� (MAX. HT. _ ') LOT 141 SERVICE LATERAL (TYP.) - fi - - M� I - -- - - ---- _ e V I 1l+O PROPOSED SANITARY SEWER M tp0 _ PROPOSED WATER I - - � � I PR � � - -- J \ J - � � z SERVICE LATERAL (TYP.) _ z1 I % I r OPOSED WATER - _ o / SERVICELATE (TYP.)J - - 3 m RVICE LATERAL (TYP.) T { -/ / a MH- "/�i... --' —"" — M +O — i SEI ---- I /`C U m 35 z8+oo z1 5 I - PROPOSED FIRE HYDRANT M M NE PROPOSED FIRE HYDRANT -- - -- - / O w ASSEMBLY w/8"x6"TEE' CL�NGLA Wl ASSEMBLYw/8"x6"TEE I PROPOS o PROPOSED 8"x6'II EDUCI R y m M� z8+50 PD gLIC ROA p1G6� - LOT SERVICE LATEo LOT L L LOT L PROPOSED 6" CL 52 DI WATERLINE \ y� _ I f LOT LOT OT LOT LOT LOT LOT OT - M/ +p0 L." --- - + +°° LOT LOT LOT 181 182 3 18 3 0 z9 iO8 1]g 180 18 4 I ° 206 207 208 9 zu LOT / ce `. zo5 zo uo 21z CONNECT TO EXISTING 6" DI WATERLINE M PR x "TEE 3 + _----- VPROPOSEDWATER]zo ACSA UTILITY EASEMENT o L Lu OPOSED 8' 8 PROPOSED (z) - 6" 45°BEND ,, I I r I MH 44 213 - - w/PROPOSED 6"x6"TEE & 6" G.V. - I SERVICE LATERAL (TYP.) w 3 I I 'PROPOSED SANITARY SEWER D.B. PG. zo' ACSA UTILITY EASEMENT M o 3 & (2) - 8" G.V. _- t 1 Z¢- 3 I I I 3 _ __ / I a L ERVICE LATERAL (TYP.) - - - - D.B. , PG. _ Q I I PM I PROPOSED SANITARY SEWER ^�c�o - �- -- _, PIOPOSED 8 - - - _ PROPOSED \ SERVICE LATERAL (TYP.) _ X m I SI S ' S _ \ CLING LANE 30+°0 CG 1z(TYP) N I(l -1 'CL52 LOT J 11 3 I 5 3 CL 30+50 o -DI WATERLINE LOT 161 G >' LOT LOT 160 o •< I - - _ _ - - -- nZ LOT 159 I +° 1�-L- 1 ---- --- -- 3 I _ - S • ,: s f PROPOSED FIRE HYDRANT - - - A� LOT LOT 1 $ PROPOSED WATER N r I (- EXISTING 6" DI WATERLINE - - � \ � o G� LOT �57 5 I SERVICE LATERAL (TYP.) u+ 1- �56 ASSEMBLYw/8"x6"_TEE LOT N w I i� . -- - c LOT 154 { PROPOSED SANITARY SEWER v _ _ _ N w p I PROPOSED SANITARY SEWER - 1 LOT 3 fl ' 153 1, _ y - - SERVICE LATERAL (TYP.) I - 2O4 - - I 1$5 " L z D f 3 c~ _ LOT SERVICE LATERAL (TYP.) NOTE: 6" G.V. 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PG. 1 68 4i F� / �' LOT / / g (>7 to 1� A \ "� � 1 \ \ •• '"'• EX-z6 � TIE -INTO EX�ING STORMSTRUCTURE >;� EX-z1 .; _. \ \ 3 "W T I I/ LOT — o - ° .. - 3 LOT � �•37 l� RE T _�- I I 190 — —`-`73 PROPOSED 8" HDPE ROOF/ Q z / J C STREE PROPOSED 8"HDPE ROOF/ , • '. • � ��• ,1 4 / / / p. / � FOUNDATION DRAIN I ° I I I / 1 / SL�O91T� FE - _ 7743o9.g$o3 7 3 _ 0°• S\YSTEM GE EASEMENT' UNDATION DRAIN ST k.' L2O2 T 2o'PRIVATE DRAIN / _ N D.B. \ .y°o \ 5�3 L 0) J / LO G R-738 00 3 : - - .. 73 ry to ,,1 / i \ \ Cz w I ry° 3 ° > _ _ = - - Mom. N N LOT CV oo _T FE= SPA GO� \ 0 Q 20' P IVATE DRAI AG ASEMENT+ ^ o' RF-zzC \ 737 38 y� `..: r ° �` \ F _ '237 LO ^� o N N 33 1 2 !• _ • •' . ` .1_, O G 6, O \ ` ° D.B. PG. \ . /� / RF-23A I-- —, . ycY r r d \ \ YD-gB / 9 \ I 67 \ \ ,. 'B 99 \ \ ' / Cz ^� w _ l Ch 10PRIVATE DRAINAGE EASEMENT �:. �� -Ls 23$ Q / ry N \ o d ' ' G 0! 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J PG. \ 6. f ROPOSED DRAINAGE SYSTEM' / 2�+ 4 x 5° i ' / -PROPOSED 2z" HDPE 3 YARD DRAIN SYSTEM i ' I [—� _ 1, / •. , . . • `. • `.•• `. • :' : � � FOUNDATION DRAIN SYSOTOEM W Y• YD_gTIE-IN- - - TO STORM STRUCTURES PROPOSED UNDER 'P N (SDP zoz200074) , o� , PLEASANT GREEN PHASE IIA FINAL SITE PLA '"' � • /, I J ... , .• .- -•. - �.- - r Il' /#' /// Ate.• .• . DRAINAGE SYSTEM PROPOSED UNDER ` n I/, - / / , yoT / /1 REPLACE EXISTING DI TOP ' i f ' \ TIE-IN TO STORM STRUCTURES TRUCTURES PROPOSED UNDER ', • /' m / ',Tr' s : o r \ i _ M M PLEASANT GREEN PHASE IIA FINAL SITE PLAN PLEASANT GREEN PHASE IIA FINAL SITE PLAN;/, / 59/ ,2o' PRIVATE DRAINAGE EASEMENT "� , • : 22 N S - z j ` tWITH NEW DI-7TOP-- _ _ ' �' w H ��Lun 6 \ z +0 26B m °o-(SDP zoza00074) \ _. (SDP zoz2ooyo74) �. y O / / / / i D.B. PG. Z 7 - '.722� - , �• .• zo PUBLIC•'.-y, � / /LOTj / / � - s-�`,�• io . / LOT zz+qo : `DRAINAGE EASEMENT - / OP / / k� 5 : : J14 L9 ~ Q \..,.' D.B. PG. i. �j / Z zz+Op /'1 / / / I LOT y zo' PRIVATE DRAINAGE EASEMENT / / D.B. z64, PG. z 7 LOT / / 5 9 • ' 'ao' PRIVATE DRAINAGE EASEMENT �� •� •:. • `. �'• O Q/ / / // \\ 57 720 X-Sz 1_30TJ�L - Q H "- ——I--I— — �9•'. ". \M .• JOO' ♦� /, / LOT // / LOT\ o REPLACE EXISTING DIT IS / --- -T U 0 / / / / // 6 ry \ WITH NEW MANHOLE TOPS GAR=737_ - GAR= 6. 7 �. . ^.� ` • / . + a / ... / / �z O/ \ 5 H / " - -�3 -. • -. ,, azxo / .. w // // // ��/ / �� LOT [I I °1 - U% FE 738.0 736 FFE=7373 \". • `. • . ' • ` / \ a.• - ° � :� -. / Z / � LOT Y dS SMT=7z .2r BSMT=7 0 - . -")) / \ M / ��°O LOT - TIE -I URE _ 16 / . • . / :. \ /63 / / / y/ / I\ I ¢..:. G S^ORM STRUCT / /I� 1- \ - = Z / / N TO EXISTING \ LLI q / / 55 / Y — ~ : \ ) - / '• / p 6 / \/ / / LOT 10 s' LOT / — 1 \ LOT _ - - - — m LbT — LOT :. `. "`. • `• ". �e� WO LqT / o 2 / ��' I v v ul (n .; 54 / zo' PRIVATE DRAINAGE EASEMENT ' \ \ 7z8 \ - . ` yT" - `.'� ` • . - . i,`• " l \ Oe /CEO �" / 64 / D.B. PG.//I �7 6 ` . \ "• - ✓� r / OT- PHASE II y �r.. .4` ' fi�r•- -."`. .,\ .%T- , • "././ /" / / //L DRAINAGE SYSTEM PROPOSED UNDER OR��gx LOT LzOT \\-- - I / 5 Z W LU LEASANTGREE3 w74-- (SDP 202100074) o L7 Lr_ I rt " y / � °o /\ / / / � �J v / • LIMITS OF PMF / � [ I I— LL L --7z-6 \ — -` - �`\7;✓.\ • / \\ _ \—— QO' DAM BREACH — — LOT LOLT7352 $L1O$T \ — t.J _ 1 s � LOT 72 / \- i z \ • \\ \ \ 1 � / / / PHASE I / / / \` LOT � \ � Z _- •'.• LOT i � � �� s / . NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE / ` ~ EXTENT NECESSARYTO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 's o / \ \ \ ° s \ �9 /� � / /, zOT \ w \ / •^%` O '�� '-- z—�\ '\•�- .� '•��\ / — / / \ ':i/ °xy / / \\ LOT y�LLJ ul \ — "_" �.-•;�=• \ \ / 3 / / �� \ \\ LOT � �� / WPO BUFFER (TYP.). j . "�,� / \ \ —W — —\ — T "�" " /` •'` --"� \ \ \ — \ \ — — —' / \ ^•; Zg�s'° ////� / \ \ LOT 7�""' / /, / / /' \ N, Lu - / \ / / \ \ / / zz V A v/ � V � / LOT � ,L � o ♦ �� .,,.,,.,, ::-:.... — — — �9 -LOT — — / \ / LOT = \ ♦♦♦ _-- ' �� —_ _—_ -jh 32 LOT I a 0 0 0 \\ '►` .. o o. - z4 \I I JOB NO. o_ '�`♦ ♦ O ° o °-�'-"-"" ,�. \ S" \ \ _ - - _ \ \ \ \� / \ _I,� / 182154 .,,.� — — _ — y LO l J ,a m _�__ •/...ry " \ \ \ / I / T SCALE ♦ p LIMITS OF SUNNY v \ - X / 44 R0/ TB UN ♦ `\ \ _ / \ / 1u = OI p / -♦♦ �' O DAY DAM BREACH �- ` \ s \ \ (/W FEET) \ 3 / - ♦ ♦ ♦ Zoo -YEAR FLOODPLAIN (TYPJ \ \ \ \ \ \ \ ` 1 i ch = 30 £t ' / SHEEP NO. /_\\ ♦ / O° o \ _ c\ \ 6 LOT 11 c 0 U c 0 U 0 E 0 c SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX _ _ _ T O WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - - 6o LBS. PER ACRE OR 1 LB PER 1 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / �� EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. /ao' PRIVATE DRAINAGE EASEMENT / - - - _ - - SCOTT R. LINSZ D.B. PG. / / CT BOUNDARY (TYP.) -- ---- ---- U o. 5 � > - YD - ' w W w _ w 7575 w Tw w w w w --- ---- - - - 0�o N5/16/2 cq B ROJE w / 91 - ---- w -w - S E �t / ; `.`' • 7 YD-4A - - - - - D - ---------- w ----�� \ ZONAL .:©P, EN - - / T YD-4C - 7 8 -- 158 /I OF .760_ A - - - - w w / • - - - - PROPOSED 8" H PE RO I - - - - / yA�1 �': YD 4D _ - I I / I LOT E f 756 ,�' 754-�' ------- a - FOUNDATION DRA M 7s 1,6 ; ; : k \k / LOT 1 2 SP�4CE,E . _ ---- --- s� PE I 1 758 LOT 5 66B O s LOT/ LOT i o 151 I ;•';•';•' •(Oag2AG . _- _ --- ----- --- 1 5 l� • r MCCOMB STREET -- -- - \ \\ LOT T T 1°' PRIVATE 1�8 T 49 ^ m A m RAINAGE EASEMENT' '. / M PUBLICROAD (56' R/W) ---- - - M M 00 LBS P \ / 1 \\ 3-47 ➢ RI A J �' u, - , .D.B. . PG. ra`�m D.B. , PG. - I --M , -- - M- � � LOJ \ G� RI Y m A � � � ,,, - + So n� M__T- PROPOSED 8"HDPE ROOF/ WALL MAINTENANCE EASEMENT ' / LOT 45 �46 \\ ❑ _ o w m I M �- - FOUNDATION DRAIN SYSTEM I- CCQ D.B. PG. 5933 \ ^ .� /j 26 ° + 0 / z +- 3 \ \ \1 ° se y m m / z5+oo' 4 + Azz+So z +oo 3 3 +o z3 5° ' \ LOT �� ° 1 / ° 1a - I `� \\ - �� oo � w / z5 5 66 4 So +o - / 1` � o `rm m _ -I I 1 1� - -, .. -- 764TW LOT 1 2 4 n _ _ - - _ -- 4 DRAINAGE EASEMENT - - --- - j -- 76o BW 3. 1Pyw r 0 3 4 D.B. PG. _ _ < -- - - _ - 1 ,w PROPOSED WALL „ LOT ° v i ° T - -_-- // + - J, I • Vl m _ - - - - - RF-a3` (MAX. HT. = 4) 140 ° u F 9 / \ - - - _:-IN\ TI p ✓ 1 i._ :..R --- 2 +°0- tea- �L- - u, s y I...� _ ---\ - EXIT _ / Imo, W PROPOSED 8 HDPE ROOF/ �� o � ,; -_ � - a - m l � � � � ,. N � - } o � � L�o � _ FOUNDATION DRAIN SYSTEM- - �-II RF-z5A oc g I 10' PRIVATE DRAINAGE EASEMENT �a . , - �z8+°° - z7+So I m ,mi D m„ D "' A - m y m D u m A M / 1 Gl m D m u u e m D D " m D m u A .... O cn D D.B. PG. - u A m D - m m A u A u u C� LNG W ao' PRIVATE / m D �' A/ u� n n A n u n u n K o ~ m / 76zT ' ROAD(56RI 3 iu uVi� N n ^ N ^ 3 I �IIII 1� VI Z 6o BW /, 48 UBLIC RAINAGE EASEMENT v u, w N N m N V W I w o ° o o p o b o b w / Q� i^ o F z8+5o P PG•_ D.B. PG. \ r w b w •y / - PROPOSED DRAINAGE SYSTE D•B• LOB o I o \ M/ \/ _' '_ _ w I d ° ° ° LQT LOT LOT L i8 I o = I LOT �T° L LOT LOT LOT / / LOT EXISTING 1z"CMP QT LQT CULVERT TO REMAIN 466 F-10 \ = 29kpo "F • = - - o _ _ LOT LOT 1� [F z L a 20 Q] 20 210 211 I 212 W RF-a46 + LOT 1 180 181 p$ oc u o I 5 21 208 9 4 - _ I LOT w o � I 1 1]8 / 79 PROPOSED 8"HDPE ROOF/ o W m 3 Ice q AGEEASEME U d -�- ao' P TE DR NT / F a - I / FOUNDATION DRI IN SYSTEM I � T � a ¢ I D B IVA , PG DRAIN / ��3 / 3 W _z u CG ? m' _ _ - - - - - - - - - 20' PUBLIC DRAINAGE EASEMENT o I I I I A M 29+5 yy % --- - CLINGLANE _ __9 -- - _, J � I � m 3 � � PHASE III PROPOSED az" HDPE � 746 D.B.D.B.5z6 PG. z97 T VTR- 1 51 11 l/i lJi O ° / J d 1�� \ 5o' PUBLIC RIW YARD DRAIN SYSTEM . •' S ` \� ° acG s T� oo LOT m LOT I o RF a7q I S o YD- a 74�0 7o p 7aB 7y6 \ / ° - - _ - / - - - - 74z _ - - -TIE-IN TO EXISTIN 160 I 75 - - oA - / LOT ° ro - - - 40'S o PROPOSED o L T 159 PROPOSED az" HDPE + �� o\ A \ pD w LOT LQT 1 \ 158 YARD DRAIN SYSTEM ^'~o I - 'f1 �' o LOT / 57 I�� ' ~ I I � G/�R=7 . 3 41 a y \ 155 /156 PROPOSED 8"HDPE ROOF 1 3 0 LOT I LOT G R-747 5 -0 - �� LOT 1 a LOT ao' PRIVATE FOUNDATION DRAIN SYSTEM I I /'I FE=747.6♦J " ROPOSED )RAINAGE! YSTEM I \ P EXISTING 12" CMP / I -758'0 7% 3 \ 3 / I - - I _ _ DRAINAGE EASEMENT j 3 20LF CULVERTTO REMAIN / I 139 E=758. ?' PROPOSED 8" HDPE'ROOF/ - D.B. PG. D -DRAINAGE EASEMENT I ' y LOT LOT LOT 737 \� s 1 75 34 346I AR=749.00 6 0 \ m FOUNDATION DRAIN SYSTEM 6 / D.B. PG. G _ - - - , LOT \ \ N - 1'- 10' PRIVATE 745�67 3 FkE=749� 7 LO kQ-T '� 5°h+ I I 3� / � FE e• 4 $ ` : - - YD-zE RAINAGE EASEMENT / 186 I u A m D m 3 10' PRIVATE o / I i 138E 751.67 _ D.B. � PG. - �- • ,. y m 230 - - -- - L - o 1 G R= /- - - i A "� D m DRAINAGE EASEMENT \ `^ 75 7° I 8-=� - I � 747 57 / G R= I N +� � �, r �+ � 1i / 4zB RF-6B 11 75z _ 74 o I 744 3 n r N r D D.B. PG. LOT FE=7 YD-zD RF-15A +� F E=746 33 /LQT e° LOT E= 4oh w rn T N YD-8B 15 0o LOT - S -3 745 o w w n I / 3 z PROPOSED 8"HDPE ROOF/ n - PROPOSED 8"HDPE OOF/ / 137 R- / 4 FOUNDATION DRAIN 5. j 1-FER- 6.6 PROPOSED8HDPEROOF/ f LOT 4 I 162 5°4 ON DRAIN SYSTEM- -wN FOUNDATION DRAIN SYSTEM- E- 75533 7° 4z °BAR 754 ° 1 3 74� 33 GEE-74367 3 I i - - �� - �o �/ \22 / J'w // I YD-3D 75 .00 LOT RF_S o l 4� FFE5 Z -]6 - I LOT ER-746.6 8u/al 5 FF - o - _ / RF-zoA ° i47 LOT LOT 5°(0 9 Lp + I I 7473 201 / i$$ - - PROPOSED 8" HDPE ROOF/ _ i LAT lU- _ � � L -•�163 10'PRIVATE DRAINAGE EASEMENT - - FOUNDATION DRAIN SYS_ I__- LOT I iI PROJECT BOUNDARY (TYP.}--�� iI_ io'PRIVATE RF-yq I '' I _ D.B. PG. G'�R=745�°o i � G R- z - -� ' ... ' . , v��7�_ RF-u I rod L / J I D.B. PG. 3 I'a AR-75z.6 i ' FE=746. b ` F E= 6 I -74 33 -> �' 1 PROPOSED 8"HDPE ROOF/ o 1 11 Ch ' /, _DRAINAGE EASEMENT 4/° 75 G R=745.3 3 745 7 LET / + / LOT E-743.do 7°� no+0p" 1 w / E=753 I LOT pp 8°/ql ° 11: 200 I / 1$ 74o w-FOUNDATION DRAIN SYSTEM / 1��0 2 ® M Q / 10' PRIVATE DRAINAGE EASEMENT- i I YD-zC + 9 \- B C° F I LOT 10' PRIVATE LOT I 164 RF_y PROPOSED az" HDPE RF-1g o \ w 74 �� J I = 3 ° DRAINAGE EASEMENT I 7 - a0+ 1b� N D.B. PG. YD- C 7% _ - - - - - R=75z.p i YARD DRAIN SYSTEM 9 -10' PRIVATE + 5 \ y i' � I 135=753�6� D.B: PG. � �% FFE=75z.7 74 I I 74333 LOT AR-744. 6�1 it 34 3 F � RF-16A _/_ - -DRAINAGE EASEMENT N� I a \ 11+op \w�� Co�Q-'�1� � 1o' PRIVATE PROPOSED 1z HDPE I / - ° - / / DRAINAGE EASEMENT YARD DRAIN SYSTEM YD- C - / FE=744 6 I I -D.B. PG. 68 1SW FF / CIO w 3 I I >' ° ° I I LOT I 165 li' ' I I � � PR�743� 3 / �g'67 G R=74 .00 I, .RF-a8A `n \ �I� \ � 1/ D.B. PG YD-3E 7 .00 I \ LOT = 5�. ° 15 - -� LOT LOT -- - �-744�0 � ' 173 ^ - R= 10' PRIVATE DRAINAGE EASEMENT I I\ E=740.�7 60{0 - --- zix w F N I--1 743 33 1 O - I', • , - So O 'LOT - - � \ LO 10' PRIVATE ' RF-6A �I I /' _74 PROPOSED 8"HDPE ROOF/ PROPO "HDPE ROOF/'•, N - / /G R=75�'�° 5% DRAINAGE EASEMENT - --LQTPROPOSED 1z" HDPE- i66 p 3 4(� 7 � 7 LQ I I �QT G R-739. 3 FOUNDATION DRAIN SYSTEM OUNDATION DRAIN SYSTEM: N A o.o YARD DRAIN SYSTEM- o / FE=74o.go 7° � �734'. - _ I D.B. PG. T3% =75 172 G 6=j4z.6 N I ° A I � FEZ- II T :. I .. �9$ �, �� •• ` •` ` • • ' • ' •�' •• ' � 74 � Q Q _ PROPOSED 8"HDPE ROOF/ -750 6 7 z.00 LOT E_ 8� 83 0 > 6 I /-743�3�3 - n I { o o ' •10' PRIVAT RDE AINAGE EASEMENT ` \ ' . � dx z 75 - _ FOUNDATION DRAIN SYSTEM OT I I LOT PROPOSED 8" HDPE ROOF/ YD-zB 1 I �` GAR=74a' 3 I - +, D.B. , PG. °o I _ LO AR=75 3 5 - LOT /�/ I - p y% G R=738 00 3 �tiG .. I 1 2 FOUNDATION DRAIN SYSTEM 1�` F E=74z.o LOT / LOT ; G . \•; . 73 N I--i Z LOT LO i�9 130 I 3 F E=751.00/ o GAR=75o.0 1]i / G R=74 v33 PROPOSED8"HIDPEROOF/ 7370o FE= 3&. SHo �;, O /G q�s n LU LL_ _: i _128 n G� R=75p _ 5�0 FFE=75o. - + LOT E= r{i�oo FOUNDATION DRAIN SYSTEM / �97 _ YD-g6 / 192 \ �1 10' PRIVATE DRAINAGE EASEMENT `' �1 9P G�OjL \ \ J y T. I 2 1 u I �� I' - _ C� =749 33 I _ /� 1($ /10' PRIVATE DRAINAGE ASEMENT - R=74° 67 , ' - 3 D.B. PG. yil�Oq�% - 1 4 12 L� D R „ I I RF y LOT - / w% �j 09 i 12 m a-� w as - „ / •. y 1 - / FE=738.00 .cl>t O CC �` m � u A �' D.B. PG. - 33 LO-T LOT 49b I 1 : _ •PROPOSED DRAINAGE SYSTEM. • •` 8°h . / 1 6 I i . �.',`• •\' G 'Pi �% d,2�� LU LJJ •TI � m �^ � I 1„ ,„ ,,, � I I L _ - :. RF-6 � LOT = 0 9 / _93 I 16D -� � •: S�A{•E: A: �i �� u u n I v+ In �` • - ° w -i �! / E 74z.b° 36 I _ I • �.- ` / � so ° � o u, RF.7 _ - Y -3q s ' T - - - _ - l- 0.33 16 / 1- o � ( I -- G,pR�j4o. o I I I _ I ' � `ro.4R. AC1 ` ' ` �`.t `.� ' .�� x � ' - - _ _ 9 - - - o PUBLIC G E u _N 308 F / o / G R 737133 �0 36 9.z ' DRAINA `E+EASEM NT Q PROPOSED 8" HDPE ROOF/ f 74 7 LOT y LOB FE= a. o � +' ' � ' `'� • `\ �,�/ Q� myFOUNDATION DRAIN SYSTEM / I 73 0 �$t D.B. , PG. / z - n _ I 195 I I YD-gAl 194\\ ° �' RF-8 - 3 RAMBLING u - / _ -- - OK LA E .. � � 7 _ 5 RF-15 / 73633 RF-18 f PROPOSED DRAINAGE SYSTEM ;� Q N _ - / / PUBLIC ROAD 49' YD-z / RF-16 / - - - - - - / I--1 10' PRIVATE PROPOSED 1z" HDPE M 50 . °o M M I R/W) 3zB h - -_ _-- � - - .i: ,;•, ` •'- •� `7z Q N DRAINAGE EASEMENT _YARD DRAIN SYSTEM / +_ _ D•B• PG. �M / % • ' . , T: _Im, / I PROPOSED 8 HDPE ROOF/ I ' YD ' : • '. TIE-1N TO STORM STRUCTURES PROPOSEDUNDE LPG. M i 3 = / 3 FOUNDATION DRAIN SYSTEM •� � ' - f � 16F - � ; _. � -z7+oo -'"- / z8 z6+So _. C 9 . • • • • - U / - `T - 1h �7+5°- / \ Lu z6+p°. �� z + /- ' ' ; . PLEASANT GREEN PHASE I IA FINAL SITE PLAN (SDP zozl00074 i �x - - 4�z8+oo - > M 49 � z 36B 5 0o M� � y. s :•� `.- OS E i. �'! z - - \ +so - o M \� TIE -INTO STORM STRUCTURES PROPOSED UNDER DRAINAGE SYSTEM PROP ED UND R ,/•�M 5zB �- ': ° • • .. • ova : ti • '.PLEASANT GREEN PHASE IIA FINAL SITE PLAN n>� `: / / / z \ j 5° z a } \ M PLEASANT GREEN PHASE IIA FINAL SITE PLAN Lu SW M FACILITY &MAINTENANCE 31 ^ �4+Sp / - + 6 16B - f o (SDP 202100074) T (SDP zoza00074Y%. z 5 -�S - 1 %PROPOSED WIDE r _EASEMENT=D.B. PG. z4+0o \ 1i \ z3+°° zz+ ° - �� 29+5° _ < - o / I ° I _ a - �, REVERSE SLOPE �, 5° m \ DRAINAGE EASEMENT r - 1�_ 1 DRAINAGE BENCH. _ I a •_ / .:-`' .,.- �zz+ \ D.B. ,PG. •'.f . / , -- � Jr"- G - 4363 / � � -{� I � T � J � w' - - " ' 'ao PRI-VATE DRAINAGE EASEMENT \ , . „ -' `\•' �•' � - L I o / PROPOSED DRAINAGE SYSTEM S - - S - - D.B. PG. \ \ �a •/' ' - LLI - I 1?I Cl R_753 I GAR--, .00 I I _ / I FFE=746 3 AR-743 - - ' / \ za+s0 \ G� FE_ I . • . • _- -- - I I � -. -. ` e -i' �-'.�`.'?: LLJ w - - -1 GAR_7 I E=751. 7 74p BSMT=73 5° 742 I-744 _\ W L BSMT= zF iBSMT= o - I I - - ` - `�.g • '. _ .. M J �=7 4� 7 z 74 � 5 I I I 41.83 � � • � 73 5 j�l FFE=74z5 - - - _ _ I GAR= _ wY � ^.� . •,-. •. • '. - �.. ` � " � L.L i . _ I - - - I LOl` i _ .7g 73 I Z 73 AR=757I -75633 I L� ,� � � LOT I FE=7393 FF = FE 738.o FFE=7��7.g ' '\` �' • ` •` ".�- " •• ' � \ zx00 J � . ,.� (� 7 I / I B =74 .00 / I 8 \ 74° BSiM - R= o. 0 738 R138 1 E=758� 19'�'IT=746�5° \ LOT 7 4 / / $3' I � 7 33 '� 74 674 7 / - _ - 84 I - y 73; 82 7 6 LOl\ = 7 7 716 BMT=7z o SMT=7z .a7 BSMT=7 o - 1 ' • ` l M - SMT 8 / 6 3 1-'- 593 75 _ / I j ' �• ` L �R 3 L I / / I / 6 S - I � `. 81 BSMT= 0.8 / V � - ' `' • `. I '. • . • '• � �.. '9 °x W LOT 7 � SWM FACILITY &MAINTENANCE 7 ¢ LOT 73 3 I / "� 5° LOT I IEASEMENT 'I I / I I I 86 I I 1 � - D.B. , PG, 73 YD 5 � . • -1 - LOT I /LOT 17 o I /LOT / LbT - LOT ` ` • ` \ \ \ ae �/ � Z LOT/8 I I PROPOSED WALL YD-SA i 80. 7 z I / y ,.., `. f . /. ` / \ A / 7 I I I A I I 9 / / v 7z8 v f-I`. ' `.l.:v / < Q _LCfi 7 ° I (MAX. Hr. = 69 / B z - 77 / 6 - - e �o p Q 8 WALL MAINTENANCE EASEMENT 73 i - - ROPOSED 1z' YARD DRAIN SYSTE I 89`• . ✓= r ' / DRAINAGE SYSTEM PROPOSED UNDER . p �49 �� EASEMENT I I I I I / I PHASE l l / - LEASANT GREEN PHASE IIA FINAL SITE PLAN G R/ 9/y \ Q - 744 / / / / / ; \I I'. '. � • -.� `... .; , �'. • `/• / �/ w z G� / _ j� � � / 734 <• .•/1y .• `.•`. �.•,`. I m.�F ___`. \ .•:. - 7z8 \ -- -__- �12$/ --��J � 7z6- -� _7:•e'x-` - -� '74 � 735 .. - �\ •• . ; • I . , - ; --i VWITH POSED WALL(MAX. HT. = 6b 0 ! SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIXPROPOSEDWALL \� IHT. = 6' j !PROPOSED UNDERGROUND STORMWATER MANAGEMENT ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF _ _ / - / _ - - - -- - - - - ?'t; - ` S / �� - - _ - / 0 _ - (MAX.( ) FACILITY'C' - SEE VSMP PLAN FOR DETAILS \6o LBS. PER ACRE, OR 1 LB PER a,000 SF, UNLESS SPECIFIED OTHERWISE (TYP J - LIMITSF SUNNY - ' - F ;, .;� (WP020z000053) -�\ - - aoo' WPO BUFFER (TYP.) ' \ / - _- -----' _ -GRAPHIC<-SCALE \ ' _ ._ -� \ JOB NO / DAY DAM BREACH - ., .,.,,.;.. I �_ \ \ \ - - ! W _ - s \ 71 :.J,r _ ,., I o / _ 4 \ \ - z +- `, _ 182154 /� -- - \ L=- - -� SWMFACILITY& \ 30 0 3oj so/. -_ zo --W\ .� _�. _ �� \ / .� - - O 0 1 .1 / SEE VSMP PLAN WP02020000 °� \ `-MAINTENANCE EASEMENT - - - \ w �7 p - SCALE FOR SWM OUTFALL DESIGN `".., \ D.B. PG. lJ - - - - - 1 100' WPOeBUFFER (TYP ..o.• LAG G v�ur� r,•_x.rr., i _ I-- - w M nr' / ^_ ' �. _ \\` r - - - - - - - - � i. T �.'% oror �,.. ioo YEAR FLOODPLAIN (TYP.) ��. tg .,,:,, - - - - �17tt"SET Q /:. " i /O / I. / / - - _ : _ ► .O° - ..,�„- \ r - ..r.,L..�Jr �. _�_. - - _ „_. ! j • �/ \ SHEET NO. Q / ' I i _ i Q •..�., i X _ .,, ,_., - > •� l: inch = 3Q� ft \ -Y \ \ ,�•.. � / /.. - - _ �.T r / - - J-- j_-f- � -� o\ �y _ .� _ -/ - - - -�,�-' -'_ - . - - - - - '� - - - - r• '% -\`: � \-•`ate \ � �� - � Zz 1 rn.n c 0 U 0 0 U 0 0 c �- / / OSCOTT R. LINSZ U No. 35791 � W o c °�0 5/16/22 �Q N T_\ 1 SSIONAL ECG Cl _ - - - _ - \\ \\\ 1/ Lu 000 Z ' / \ / / uj LLI LLI / 1 vI / I PROPOSED 12" YARD DRAIN SYSTE _ _ _ - - EXISTING SANITARY SEWER MANHOLE (MH-EX-iz) 1 17 / / 1 1 - 1 RIM TO BE RAISED FROM 759.75T076o.z5 /lo' PRIVATE DRAINAGE EASEMENT 757.00 /' H w U) \-- w m LIMITS OF PMF 1 r EX. INV. IN=747.73, EX. INV. OUT=747.65 N £ z _ DAM BREACH 1 1 .' / / ` I 10' PRIVATE DRAINAGE EASEMENT / _ , ' / z _ 758.67 / I > D.B. , PG. S / / w SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX \ S WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF PROPOSED 12" YARD DRAIN SYSTEM ° \ / _ / / W • I� / / / / / 6o LBS. PER ACRE, OR 1 LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) +---10' PRIVATE DRAINAGE EASEMENT 75a.00/' l t D.B. PG. LOT L • _ / / - - _ I PROJECT BOUNDARY (TYP J _ _ _ PRIVATE DRAINAGE EASEMENT m I / / / D.B. PG. 1 _�-j\YD-6D 'II - m LOT 120 1� # T �? �3 EXISTING SANITARY SEWER MANHOLE MH-EX-11 \ ( ) I� _ 757j60 � LOT/ RIM TO BE LOWERED FROM 762.92 TO 758.o \_ YD-6C EX. INV. IN 745.99, EX. INV. OUT 745.8i / 756.67 / L 117 / v _ w - �1 '�-\--OT � m'� � o- > w� w i co / ' \ / / / /' PROPOSED 1z" YARD DRAIN SYSTE _ / LOT L^11 116 .\ LOT 11LF 5 r ao' PUBLIC DRAINAGE EASEMENT 160 r \ \ \ j � � � \,, 7� D.B. PG. \ L� LOOS 111�1 `� A v n ? " rlj / / / FOUNDATION DRAIN SYSOTOEM \X\_G \\ .O Pi LLOT 3.08 OT \ � _ T m A °10' PRIVATE DRAINAGE EASEMENT 10 1 m g � / / \ / / / / / / / / / / ✓ : 15y; �• � '.3�4\5�. / 10T 106 �O7 _ \\ -� n \ \ \ `o D.B. PG. / / \ / \ / / / / / / / : • /� �QT �� 1O5 m _ R A uo1 03 T ° _ 75 ' f P OPOSED 8" HDPE ROOF/ FOUNDATION DRAIN SYSTEM o M Vg�\C G• / 6oD 1 \ /� ••� .°•' \ _ _mow _ SWM FACILITY & MAINTENANCE EASEMENT - D. B. PG. , •; . • '. •�S s/. �� , .. ` t'• . ' � / _ � o ice'' ' yA AMB` R / 1 - Ch / ppK / / / 6 . '✓ y 64B / / / / / 5. i® •'. '. 1�? % ; \ �� PROPOSED 8' HDPE ROOF/ 32 _ $ �' \ \ - 33 BSMT / / / / / /\ �/ / y �%. . • / _ G R=758.po°� / \ 754.67T6 �m FOUNDATION DRAIN SYSTEM - - -- 0 1 / J _ � M - _ \�� + a ' •5_� / FF 75 j / io' PRIVATE DRAINAGE EASEMENT \ 32 5 = 75 7 / • Cri CNI LOT -- - D.B. PG. s \ / L� \ / / / i. • / / \ ' 4 0- 7s6.5�rc M 6oB RF-izA ' M- -x- \ \ 15 BSMT59 8 / / � - Ch 102 /J \ / M +00 - . 64 1 \ SAR 75 67 \ 74 j / 01 LOj,/ 89 LLJ PROPOSED DRAINAGE SYSTEM - 5.17 TC " / 3 - \ \\ GAS SMT59 .50 ' \ /�O ( I (V / / / / O .` .•'.• . .• .`' -'.• .• \ ,- � ,' °°s �-o� � -- - �\ FE�s.s \ �\ SOT / / / / ." . - '. • `. . • .,^;. • .. • '. • • ; . • '_' �_ �' \ ` � '-' M �� GAR= � T� � 1 ° 91 / \\ I 1 CA 5 , �75 '.:�' • \' ��_ _ � �.,� � \ -7, BSM .00 \ LOT i / 1 CV \ / / ♦ % / o ' ' ' �' i ' \ ✓ ' _ ' ' /G R=75�33 2 / CV J 73 =758.6q \ +So 34 / \� !��s7 / T4 0 - \ - - - 9 - \\ \ \ // \\ \ \\ 1 11 / Q SWM FACILITY &MAINTENANCE \\ / \ i 34 59' r - 6 _ 93 \ \ \ \ / _ , % EASEMENT- D.B.. PG. \ 101 �! \� 751BSMT3 °Q LOT \ --� \ \ 4' \ ; • �'' , ' . \\ z4' PUBLIC DRAINAGEEASEMENT 757 - \ - - 7 / / LLI / , : _ 1 94 D.B. PG. 58 -i 1 GAR -\-74 50 -LOT- - - \ / / J PROPOSED ST RMWATER % \ \ op �/ \ / MANAGEMENT FACILITY'B' - . / G R=757 33 / / ✓ 1 GAFE{�j6 0 754 1 SM 7- \ \LOT 1 \ \ \ \ \ - - - 1 ' '.y'. i / I-� \ �\ SEE MP PLAN FOR AI FF-758.0o I 1 _ 75 _ - - \ \ - - _ _ - \� ✓° / Lu H ��L Lnn� (WPOzoz0000 DE LOT / y 6 8 BSMT=? .6g 9�` \ - - \ �- _ , \ ♦ , 53) T \ _ LOT : v Ls -r :\: / �" ��, A ♦. A . �' �' �°, �56;.- 'S6 7 BS T 7 1 97 \/V v \\ _ � \ ••'.06 \ ♦\ LOB \\ \ _' / r a C£• �- ` %r� ,' /i/ /* L9 _ z \ \ / _ / O�r�A ✓ / . �� ♦\ '/ \ \ 53 68 1 1 \\ \ \ 144 142 - _ - .. 7. 1• J\ / 6W �'• 78 . i. / / . - . 5 11 '. ,�4 NTDEB. EASEMENT'I 1 WA MAINTENANCE ,�• / - / • � � � �w/� �� \ `\P I _-�5�--- \ Y -- -- - � -'.�• 11�1 I 1 ' j4 l ;J • _-.- -- .t. J,. OV � . ;,ra,„.t w+ �„ \ - - �' LLJ Q LJ \ a / . -�- -- - /• .-_ - 74 -742 %' •/ �u.u.u.n•nrn•n.0 . \ . j /.. AP / .,- . \. o - 0 7FFER_ \\ .LIMITS OF SUNNY- // SLOPES STEEPER THAN : SHALL BE PLANTED' / - 73 ' -DAYM '"�� T •" / -'\ WITH NATIVE STEEP SLOPE MIX WITH ANNUAL. „ \ \' •.�� ` T / O H .,,�,. n: +":vJ /i / / RYEGRASS BY ERNST CONSERVATION SEEDS. ul T \ \� 'p ® ' _ a o / ° _ - / -A RATE OF 6o LBS. PER ACRE OR 1 LB PER 2,000 SF . O d LLI i \ .• / O.. PRO OSED WALL.. O f O , n UNLESS SPECIFIED OTHERWISE TYP. .^"' \ I n �' Lu /1 J \ ® \ . SWM FACILITY &MAINTENANCE F / ( ) \ •" / j /.O W v / SWM FACILITY& MAINTENANCE +° O O / ,EASEMENT D.B. PG. / / :-,,.,,.".,,.,,.,,.,,•,,.,, ,-„-,,... ` \ (MAX. HT. =6') O O .. j. / .•. EASEMENT- D.B. . PG. .1 \ / O Q O / \ / 1 / „-„ - - / / ( /A o ENSPA�E H 1 ' H / SEE VSMP PLAN WPOzoz0000 j / r y O FOR SWMOUTFALLDESIGN/ S. O WPOBUF Mw _ /L O ° � O O - _ O % .O I 0 OER -- /-----_ PROPOSED VDOT STD. ES i & CLASS Al RIPRAP LINED /. - O _ - -� ff -� ! Cy O O/ O O O. O / ¢ SWM FACILITY & / ( J ui OUTLET OUTLET PROTECTION w/ FILTER FABRIC - .. /i j -0 _� �° ° O j AINTENANCE EASEMENT 5•Z73 AC . UNDERLAYMENT (L=zo', W1=6', Wz=1z', D=1.5')' �� A O / / ' / D.B. _, PG. \ \ _"N, � ' � i / �. -�, p - 1. �-� I L .. . . \ ,ii - 8. O PROJECTBOUNDARY(TYPJ O i'�EXISTINGSTREA O .O O O � G _@ @ too -YEAR FLOODPLAI \ Q I / / / ® O CNN J NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE % I 7 EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. \ \ _ \ b GRAPHIC SCALE o w In JOB NO. ks) G 1 _ ( 1 O O o ° IN FEET ) i /Q a `°....�..\� \ \ \ \\ / / _ - - _ - - - SCALE �O CJ' J \ \ \ \ - 1 inch = 30 -t't. _ / C� JD , _ ® - o \\ \ \ O O\ \\ / \\ _' O----- -----°--��-� t O° 6 - ` ------ O_�\� O° O O O --- SH� NO. �° - - ova - - - - o �=o 0 0 0 3 Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet)l Easement Width Required (feet) Easement Width Pm�ded (feet) 53 24 7.1 1 18.2 24 55 24 8.6 1 21.2 24 57 24 9.6 1 23.2 24 TRIP GENERATION CALCULATIONS ALBEMARLE COUNTY ADT RATE AM PEAK RATE PM PEAK RATE GENERAL CONSTRUCTION NOTES CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS PHASE IIA - 10 DWELLING UNITS PROPOSED 94VPD (47 ENTER / 47 EXIT) 7VPH (2 ENTER / 5 EXIT) 10VPH (6 ENTER / 4 EXIT) PHASE IIB & III - 28 DWELLING UNITS 264 VPD (132 ENTER/132 EXIT) 21 VPH (5 ENTER/16 EXIT) 28 VPH (18 ENTER/10 EXIT; DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VOOT UNLESS OTHERWISE N07ED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN PHASE I - 50 DWELLING UNITS PROPOSED 366VPD (183 ENTER / 183 EXIT) 23VPH (5 ENTER / 18 EXIT) 28VPH (18 ENTER / 10 EXIT PHASE IIA - 14 DWELLING UNITS PROPOSED 102 VPD (51 ENTER / 51 EXIT) 6 VPH (2 ENTER / 4 EXIT) 8 VPH (5 ENTER / 3 EXIT) ACCORDANCE W77H THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPOSED - 145 DWELLING UNITS 1062 VPD 531 ENTER/531 EXIT 67 VPH 15 ENTER 52 EXIT 82 VPH 52 ENTER/30 EXIT' 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. TOTAL- 247 DWELLING UNITS PROPOSED 1,888 V P D 944 ENTER It 944 EXIT 124 V P H 29 ENTER 95 EXIT 156 V P H 99 ENTER If 57 EXIT *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 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. \ O B. UNLESS OTHERISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. \ \ \ O 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY W77H 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. 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. \� M ww- �11 FM LOT aPF" XIEL ,a,9'AC) -T LOTi 187 LOT III ;OT -I I- - III OI >L �t Inner ♦�� Z> lz EXISTING RAILROAD 0 . �,��,` r��,�.�� _ ��®- .__ • is �,�• . ��an�' �� - ��• �, MAId•�. ■�..•� III' d..J� 114 `„1/' �� . ®6 , �• • III III III II i ,Ii •IIUi_ • §0� �I �� • • � � • ■ � _ � � � - � - � ■ III I � (�40, : A ��j � �. ella TRIP GENERA 1"=100' ( r E 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 CIL 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-s,REE, PAgKIxc axe -sloe axLr 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 INHERE IxacATm ax PUN 41EEQ � DRAINAGE: BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. PER 3' CLEAR ZONE REQUIREMENT 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. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS �'� 4" CONCRETE 3• CURB &GUTTER FINISHED GRADE CG-6 4" CONCRETE ( ) 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 3v -I SURFACE 3 EXIST. GROUND 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUMOFTWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES OR A NATURAL WATERCOURSE. EXIST. cRourlD 2% 2Z 2z 2X 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 3'i AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON s' PUElnec PLANS. VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 6' PLANTING 4" w0T 2fA STRIP STRIP 4" wor 2fA 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 421 T BASE SUBBASE 421A T STONE BASE POINT DEEMED AS NATURAL WATER COURSE. 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 1 , 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, 56'R/W- 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 3TREET1CLIN6! 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. CS-SSAR RESIDENTIAL & jVIXED USE SUBDIVISION STREET DESIGN SPEED,• 25 NPH PLACING AGGREGATE BASE. 7. COMPUANCE 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 I I FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND R,1W UTILIZE OUTER 3' OF PLANTING STRIP CIL R/W TYPICAL SINGLE FAMILI Y ATTACHED UNITS VOID. PER 3' CLEAR ZONE REQUIREMENT I 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE 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 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 13.73 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 3 2.25 21 A 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 121A 6 0.6 13.73 5' a90E CONCRETE 31 CG-6 CURB &GUTTER POINT OF FINISHED GRADE CG-6 CURB &GUTTER 3' S' WIDE CONCRETE SIDEWALK ZONE AR CLE�ZONE SIDEWALK A -CLEAR I I SURFACE J I I . 2z 2$ Zz 2x 6' PLANTING •'•• -`, 6' PLANTING 4" w0T 21A STRIP 4' T 60 4" T 2fAE STRIP 4' wOT 21A STONE BASF 2 A SUBBASE STONE BASE STONE B25 STONE B2 ._ 5 6 5 6 5 EXlsi. (FOUND ,0' ,0' (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 NA'RCER 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 CV/ POINT OF 5' WIDE CONGREIE 3' CG-6 FINISHED GRADE 3' SIDEWALK CLEAR ZONE CURB & GUTTER CG-6 -CLEAR ZONE S / /SURFACE CURB & GUTTER 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE sra'e'"'eI GROUND SUBBASE WTI SUBGRADE. EXIST.GROUND e'PLrN,Np snr BASE I PNwls aNsart ePLrN,-yTw 1' 25' DRAINAGE I RAVEL LANE) 55 R/W (TRAVEL LANE) I 6d gm¢i PARMM 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) TYPICAL NEIGHBORHOOD STREET SECTION W/ BUAfP--OUT PARKING (55' RI r� FOOT. HUOSON STREET DUPREE STREET NERCER STREET, & LEXI LANE (ALL PUBLIC RO.ADS) 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD TOP OF CONDITIONS INDICATE. CURB 4 2 R PARKING ALLOWED IN BUNPOUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUJIIII PARKING SPACES CS=SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED,° 25 NPH 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. + 6" 1 1 -y 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS n ' (VARIABLE WIDTH) SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. a • a • .•Q 7" 4" CONC. PAVEMENT «a NOTE'3000 PSI 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE A T 28 DA YS, MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 6" MIN. OR STRONGER /� • APPROVAL THE PROPOSED METHOD OF CORRECTION. , •' a \� 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. I' 6" 2 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE STANDARD CG-E DOT #57,#68, OR #78 ^�^ I, II, OR III PRIOR TO PLACING AGGREGATE BASE. STONE BASE UNDER CURB 4" 21-A STONE 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 CONCRETE SIDEWALK 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 BACKFILLING. NO SCALE APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. EXIST. GROUND EXIST.GROLI WALK EXIST, OLD GT 21A eAsr 90EMAIK EXIST. GROMD ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE 1-95 2o' REAR SETBACK PROPERTY LINE _ z0' 1J DECK OPT M: FDEC�K T xo')DECK ECK OPT (g,xR)) DECK (17'X 10') _ __ (17'X 10') ----- -------- ILENNOX I-------- 11LUCAS LUCAS LUCAS li I I' 16' it II I I. I ;I �_B„ 4II 39'-8" 5 SIDE SETBACK GARAGE GARAGE 1 (1ix201) GARAGE (11'x 20') GARAGE it I. (11 x 20') (11 x 20') it ;I 01 - - - I s s _ I 4 LLL 10 18 MIN. z - - RIGHTOFWAY 5 MIN:'SETBACK. MAX. SETBACK° CG-6 CURB PROPOSED ROADWAY ASPHALT PAVING - MILL & OVERLAY NO SCALE 35 NT ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E No. 35791 a 5/16/22 z C') Q N J W I N H LC) � v) N z J Lb > LLI I --I __J LL. __J �- i Ul Tw I~ -I J < p O6 LEI E 7 Q co 0 o U W �S LJmI Y U) w LU Q O Z U U)Ul z W W - LU U) V JLU� z < V) V CD W N ^J I..L I- w LF W Ln JOB NO. 182154 SCALE AS SHOWN SHEET NO. 14 JUNCTION BOXES, TRANSFORMER PADS. PEDESTALS, ETC. SHALL NOT HE LOCATED WITHIN THE RIGHT OF WAY. .-- VARIES WATER SEWER = A 18 p GO E LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 90' MINIMUM WE SEE PART 3, PARAGRAPH ➢J SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SF03UL➢ BE AT 90^ TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 4" DIAMETER BRANCH AND VALVES - GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATLRIAL H'" MI"R• INITIAL BACKFILL Bza INB 'AIM MIN. IN. MIN. 6" BEDDING )sh+`Xz #68 STONE M STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE s" 4 e" INITIAL BACKFILL 4 e" B^ $OIL\ MIN. MIN. MIN MIN #68 STONE GRANULAR FILL AS Q;ii; ' \\APPROVED BY ACSA STAI CND ASTABLE SOIL OR ROCK, NOTE 1.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2.1,10 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. 4.1,10 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 BOX PLUG VARIES WATER MAINS \-RESTRAINED JOINT FITTINGS ON-LINE (TYPE `I VAHILS THREADED COUPLING BRASS NIPPLE AND PVC PVC SLEEVE o CAP j LUBRICATE ALL THREADS THRUST BLOCK 1O METER BOX (SEE FIG. W-7) VALVE B 1 NO. 57 STONE M.P. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME S17E PLUG DEAD END (TYPE "AA) TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-B TD-19 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2023.) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1o. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. i1. 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 MEET THE 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. Q 1 , � 4 45BN° m4G5- jFLU 2 t FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ___ ACCOMMODATE q5 ANCHOR IF REQUIRED. /_II mQtn BEDDING AS REQUIRED M . I W' PLUG MN q a T T SECTION 1-1 SECTION 2-2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTOR, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 250E P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE BE ALL THRUST BLDCKS. CONCRETE THRUST BLOCKS FIG. WTU3 TD-a PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE a FEE CU.YD. FEE OU.YD. BEND L H T L H 7 BO 2.5E 2.5E 3.m 0.24 q•• & p" 45 2.0E 2.25 2.6E 0.15 p,00 225 250 0.15 221/2 1.5E 2.0E 252 OLIO ii l/4 1.5E 2.0E 250 OLIO 90 3.BB 3.16 3.2E 0.4E 8" 45 221/2 2,66 i.66 2.88 2.18 2.T/ 269 0.28 0.13 3.16 2.9E 2.66 0.32 ii l/4 1.66 2.16 287 0.13 BO 4.B3 3.83 3.42 0.83 45 3.33 3.SB 295 0.43 3,83 4.0E 2.83 0.52 221/2 2.33 2.SB 288 0.24 11 1/4 L83 2.33 2.84 0.18 FRAME & COVER (SEE FIG. S-I-DIE) SLOPED AREA�,y� STREET SURFACE OR NON -PAVED AREA a: 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS TIN "0" RING SEALS A 1.6=MAX MINIMUM ELEVATION DIFFERENCE ACROSS M,H. 5" 4' .0'• FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH L FLOW FILLETS CHANNEL TO BE _ 3/4 DIAMETER OF ' CONTRIBUTING -- SEWER. A FILLETED INVERT OR A SMOG '•a ' 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 (4) 1" (25mm) CIA HOLES ON 32 3; 4" (634mm) DIA BOLT ClRCLE. 2" (51mm) LETTERS T 0 (RECESSED FLUSH) 1 EMMETT] (2) CLOSED r Sp PICKHOIFSS 1 7/2 > T r [38mm] �IL O I TH 5z r O O (�2 N m m Se W (2) CORED PICKBARS 1 1/B" (29mm) CIA BOSS > 27 1/2" DIA 1 1/2" [6Bemm] �{I [3Bmm] m 28 1/I 7 [667Mm] � [1 78mm] 26' DIA 1 1/2- RO [660mm] IF [38mm1 EMU 1/4, (6mm) Dbl 3 1/5' 24" DIA NEOPRENE GASKET [79mm] O [508mm] C I I_ 28 DM I I 5/8• 23' DIA MIII(` F [722mm] --jll' [78mm] [584mmI T 35' 6" CI DIA MA DW JU [914mm] ��m FRAME SECTION O.D. OF GASKET GROOVE SECTION _ 27 1/2- Ow [899mm] 1 1/2" [3Bmm] - 281 4"DM 667mm [ ) T 176mm 24' DM I _ [608mm] l 28 7/16• CIA 5/B• _ [722mml C16mm] 39" DIAM 1914mm] F aMl=_ R SECTION F-I 26' (666mm 1 1/2" 2/i 6l' [38mm] 20mm C ] r � � I e (51mm) LETTERS (RE:Ca'"ID FLUSH) 0 22 13I7fi"1Smm]' 3 13/16" 2 1/B" [579mm] 87mm 54mm C 7 0 25" 1 3 8" 0 11/16' / [835mm] [17mm] [35mm1 9/18" O.D. OF GKT GROWS [14ri SECTION VIEW 1/4" (6mm) DW CA �T NEOPRENE GASKET SEE A�EEMMBLY DEMa (2) 1Y91ft 1/18 X 5/8 % t 1/2 [� 1800 RUBBER PART# ONS1045 SEW `` PCKBPA6 [5mm 1 5/8. (21 O7 NEK 6/0-11)L1 1/2 SC PART COMMIT 24 In [41mm } [6mm 3m -63 DM. STAINLESS STEEL ROD (2) WSHR 5/B ID ISO OD 53 1 i 29m OlA BOSS 13mm o 1318 m PART /BB /e ( ) C 9 PLAN VIEVJ PICKSAR & LOCKLUG HOLE DETAIL NOTES: P2)M 009111284 11 ZRN NiLK 1, ALL MANHOLES WMIN 100 YEAR FLOODPLAN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER (2) NUT RX JAM 6/e 11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PA 4 01 3, COVERS SHALL BE FIXED TO FRAMES WTN LOCKING W95 ORTSIMILAR YPICAL WATERTIGHT (2) 193 PARTY OOtB3588 (2) 7835R IDCI( LUG MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-I-E TD-32 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD, LENGTH OF BRANCH VARIES e' MIN 2' TO 10' (270] 18"-22' ALVE Box 7 CU. FT p68 STONE 42"MIN 6" GATE •�, VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST •.Fy ,A�, t",•N / BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 0)� 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 CRADE 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 LOCADIXNS 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 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MIN PART V. SECTION G OF THESE SPECIFICATIONS, SET DOGHOUSE BASE 1•'e •' CASTING SANITARY ON CONCRETE BLOCKS ` '. SEWER PIPE DOGHOUSE OPENING SHALL " :'. , n, A•'1. MIN. 12" CLFgIRANCE BE PREFORMED BY '". • BETWEEN EXISTING PIPE MANUFACTURER OR - `T')i;: y. AND STONE BEDDING SAW CUT TO FIT PIPE /. OUTSIDE DIAMATER "+'" PLUS B". r.: 12" THICK MOT B"XB"X16" AND 4"K8"K18" ` No. 60 STONE BEDDING SOLD CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE ............ I ................. MANHOLE ABOVE BASE SMALL FILL DOGHOUSE OPENING BE CONSTRUCIED AS SHOWN AROUND EXISTING PIPE ON FIGURE 5-1-A WIN OR NON -SHRINKING GROUT ALLOW CONCRETE TO ROW A MIN. WRAP EXISTING PIPE TOM 1'-0" BEYOND BASE NEOPRENE CASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, T ON EACH S1DE OF OPENING 12' MIN. CAST -IN PEACE A` 3,00E PSI CONCRETE BASE FOUNDATION SECTION VIEW nu„u IIII.III II Il„IIIII..... I,., I I I, I. I I, I I, I I I I, I I I I, , I I I I I I I. I. I I I I„I 111 I„I I I II I 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 LO 4 GEDTEYILE [SIMMONS F/ [DITCH T-0• AT TOP) PAVED 9tl1110EN PAVEYTT 1EILLPL .• .: :j:. SIBGRME OIRIFT PPE ME NOTE I wT /G M. *B 2Ly, AWREOATE OR TUEHED GLASS ILEUM M VMI ,TIOATYN1 IEDIwpQR' IEDOE a PAMD 9auEn PAVED SHOULDER SECTION IM TO PR ITT z a PLACE 5' GALVANIZED ^ WITNESS " POST WIN CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LDCAMON MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ TRAFFIC U I- M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE P A 2'x 2' BEARING AREA. THRUST BLOCK ',.4 a v n a NOTE : IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 H J Z 1• CM lRWMN " 3/0 WAVE NI ARNOKO EOIK FM USE AL ERWRIEST N CON FAmr rm LOW Iu SATTACHE ON wK R6BENWAL ND RaGAnN WRMMIL T%111• TEE xTD IN SVEAIW FlTiXIJ4 z DUAL SERVICE t^ OTRNOSROH . 31e NAM PIPE COUNTING OR APPRONEO LEGAL IF TYPE w SOFT D4RER OO FOR UA ON DfTAC"EG USE FAMILY RETER IS L snxcE NHEflE AT IMIOATN ICTFN Is NOT PRONGED. SINGLE SERVICE NOTE. 1) RADIXES SHAUL BE USED ON PVC PIK - ruRr EroN uD gpEFWn MADE +/b BEro LRMWN� NRPTAMN STEP WEST "'.y V4,(�i BRbI A5 'C��-. NECESSARY w BANG M OUsr umM Ibx AND sE1TER (z-lxcx .1. TOCKWO, :'}`},�}_✓` :-' ' I FN a• DIM1CIrA PPNx RPE, fS^ R}Y'y�L 'L%, USAGE STOW POCKET, WIT 41A1,",'L� SPEC. zCI NO. SJ ARBITRATE Nit, WK'.lS. S'S/� TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 12"If FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL R- BE CORED AND A FLEXIBLE CONNECTION " BOOT " =o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B Ixm . SMNL E DE9rN® WRR . FM 9RTER QOTTTLL DRAINAGE FMIFD 0„ IOVERM T' ' AT TOPI PAVEMM so --PPE SE DIE I *S) AGGREGATE, RR • m YNAEGATE A CRUSHED MASS MEETING Ra GRADATION REOUREMTT. CURB MID GUTTER SECTION 4-• 111 CONNECTION OUa0•IfE qTl PAY MNa RE TO i{/' NAY W = MINIMAL) 46' OUTLET PPE x0 SCALE FRADAM`9(�SMOMm STANDARD PAVEMENT EDGEDRAIN PEE`EA,.IC« 2ATD STOAT 1 M 2 EVIBILW DAI A. . tOB.OB VIRGNIA DTARTUENT OF TRANSPORTATION ]W ED I Ew-Ix TOP OF CUT (TYPICAL, PM LIMBS FOR CUT OUTLET RE TO GRADE PAVEMENT ELBOW WITH 45' DITCH LINE ELBOW MACE FILL CROSSDRNN CD-1 AT LOWER END OF CUTSEDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LAWS S IWIx TYPE ISELECi NF,rERML) -- -i-- 4---�JyA ey CATS• TRENCH PLACEMENT Av x PAv LASTS FOR OUTLET PIPE TO SHOULDER LINE ELM, ATS• r PAVp1ENT STFA£ S BABE TOE M FILL swBME p ITYPI h Y o. .6.e- -,i. c.a. �SELECl YAlTW TYPE IORE 3� ITYPICKI ". boIS HI T T C� HIES) AD[EE A E. NB AGGREGA E OR CRUSTY GLASS MEETING iB MMATNN REQUIREMENTS. PLAN VIEW 1�-=, GEOTExraE oRM1AE FABRIC (PLACEMENT OF CD-1 CROSSDRA)N1 OR r- PAVEMENT SURFACE M BASE 0 0 r SUBBASE OR CEENT STNMI SUBBASE r3ELE<i MATERVL ttPEIOR 3UBERACE (CEMENT OR LIME STMUND) GfDifxTLE P9 ACmEGATE, %G AMEGATE OR CRUSHED DRAINAGE ELMS MEETING .8 GRADATON REQUIREMENTS GENERAL NOTES FAPoG t UNLESS WEdFlCMLY IN SCATEO CROSWRAN WILL NOT BE LOCATED AT THIS POINT WHEN WIDTH AVERAGE AND WBGRALE MC STABILIZED. 2. THEROiN WALL BE FILLED WITH AGGREGATE MD THI GXLY HAD TAFLO TO WAKE NA PACT2ESS NON -PERFORATED OUTLET PIPE 3. OUTLET PRE WALL BEGIN AT THE EDGE OF THE MAVEL LANE PAVEMENT AND SHKL BE RIDED W A GRACE PARALLEL TO THE SHOULDER SLOPE 2 x MIN (3 % E9RMLE) CRANE. CRUSH ING STRENGTH 4. ON CURB AND CUTTER SECTIONS. WHERE R IS SAUD LE TO OTHERWISE PROVIDE MGM 61_TYPE OF En XW.T.14' METER lKI KINLOOMMETER OUTLETS FOR CROSSNLMNS THEY ME TO E LOCATED SO M TO DR. INTO ALI NLETS OR MANHOLES 5. ON SUPERELEVATED SECTIONS. RIMH 4 TO BE UNDER ENTIRE MOMENT AREA M1H OUTLET PPE ON LOW SICK ONLY. S NVdT ELEVATOR AT OUTLET pD OF WREN PIPE TO BE A MINIMUM CE 1'-0" MOVE NVdT EMVAMN OF RECEIVING MANAGE DITCH A STRUCTURE. x WNL THICKNESS LAIN) - INCHES 7, ALL CONNECTIONS (ELBOWS, WYES. ETC.) WITHIN PAY LIMITS PW OUTLET PIPE ME TO E OF THE SAME CRV3HIHG STRENGTH M THE GMi RE. NXNTESTED AiMADING TO ARM G-2412 AT Sx GEIRM71W. 9. STRUCT RE. m E EcuELr CGNEdEG m FW-TOR GrxEx MNM'AGF srPolruRE. �VDOT STANDARD CROSSDRAIN SPEERFUNN RDAC MD BADGE STMIpM05 RECFCA SHEET + a I REMS71 DATE (AT LOWER END OF CUTS) 2'u d VIEW OJ/18 VIRGNA GEPARTIENT OF TRANSPORTATION )Ot 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 E 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' IN 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 UNE-R 1 SECTION SERVICE LATERAL IN TINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GO 11 NOTE=WHEN A PEDESTRIAN ACCESS ROUTE -'�- THECROSSAO' W SHALLA. "BE ENTRANCE A WDTX OF 5 FEET. A WASTREET AWROKH SAME SURFKING GENERAL NOTES IRID49 i0 9E A9 IA' M MMILNE IDIDWAY (SEE NOTE 3) BROWN ON PLNS) t WHEN OEEO IN LOMFJNCTMN WITH STANDARD M-3 IRMIUS TO BE K KNOWN ON R.1 OR CO-T, i1E CARS FACE W THIS STMEMAD IS TO BE ADJUSTED TO MATCH THE MWNTAaE CURB W-2 pq DO-S CWFIONUTIOV. 2 CURB RAW OESKx! 10 BE SIDEWNN ------4p'ewuK ISEE UBEDSWMD ITH�CSTAANDARD. TOTE 9) a I OPTIW4 UNPAVED SPACE I.D. 1. S THE 3HKL BE LWSTTANDIR '"� ---- o+--- RMMANLIE (UMPT M BTPHLIUPW HI WNCX CAN BE REQ LIE (EJGEPS MY PAVEMENT MENTRA EYPMl90N CARRIED T ENTRANCE.) IN HIE ENigMCE.I JgXI y I LOW RADA_ C OR COMBINATION a. RADIAL GTB AND GUTTER NOTE MRS'SHOW "O W NNNLIFE ROMWAY HOT ED EW ESTALLXCU HOT BE KNSTNICIEO EYCAD THE RAw LINE E%CENT FOR FE0.MEYENr PURF035. TOPI & SE srowx ON rvPIGK SECTION- A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADIS CANNOT ACCOMMODATE THE TART REQUIREMENTS OF ANTICIPATED HEAVY TRUCK HIE ROADWAY SLOPE tO'PMMtl.0 (ENTRANCE WLYI iRMFI THE DEPTH FOR SIDEWALK 4 WHO RAMPS WITHIN SOU LIMITS OF TE RANT SHOULD BE TO T". ISEE C4m WIRVE EDGE OF PAVEMENT OR ax WC DINCREASED GRADE C11A-- pC. CPTIONAL ROW LNE ® PLANS ME TO INDICATE WHEN CONSTRUCTOR K A ROW MMLIIE RO.V)wpY __ (ATE _ NOTE 71 LUXE IS REWEED TO PROVIDE POSITIVE MANAGE ACROSS E ENTRANCE BF MAN. ® _ D GRIOE ONNGE ]. THE DESIRABLE IN HE A-LY ENTRANCE AIDE CHANCES "O' ME LEERED THE KLONMA ENTRANCE GRACE 0 TABLE. IIESE VALES AS NOT Mg1C/BHE TO 51NEEl A GDM'EGTIWB. 'MI 2D'NINIMAA FM COMI+TGM dmwcE INTERSECTION NOTES B . WHEN W-11IS UMD FOR STREET CONWCTDAE III W CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. CONNECTIW MUST BE DE9WED N ACCORDANCE 'NIIH METTO POLICY AND THE IFPLICARLE REQUIREMENTS SECTION A A THE ROADAND DESIGNARC&. INCLUMO STOPPINC - SMPNTi I FLCRLNE MAY REQUIRE WARPING OF A ylryr OPTIMAL OF LATTER TO PHOVIGE FO9TIVE WPNM.E T10N. a 11065 THE INTTEN ACROSS TIII'll�l2 - ALLOWABLE ENTRANCE GRADE CHANGES CLASS Ai IµE5.1 .N.�•s•A •^• •s•' _Il - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANCE 'D" DESRMLE M!LWLM µOM HONE 15DD WD Ds Ss ENUM spDlsoo vPD 00 sax ax LON LEs TNLM Ii00 vPD ssx ex MITE: KMWABIE ENTRANCE GRACE TARE IS NOT NWLICARE TO STREET CORRECTIONS WECNK` ON `WIbT REFERENDA METHOD OF TREATMENT EAG Nn aeoGE srANGABGs 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REvswN DATE 9+EI 1 7 1 WROMA CEPMTMEM OF TRANSPORTATION O]/U GUy.Uy GO 12 MrE: COMPONENTS OF LItB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWAY DEPTH IN INHIES AREA N SQUARE YARDS) CURB WHEN INIRm ICP2 M CC-3 N LIWAR FEETI GENERAL NOTES W CETECrORLE OUTING SURFACE AREA IN SQUARE YMOS) I. THE DETECTABLE WARNING 3HKL BE PROVIDED BY 1PoNCATEO OWES BE S OF THE MWL ITEMS IS A CUTSEPARATERP. ITEM AND SXOLLD BE SUUIMIZED FOR EACH CURB CUT SNP. 2. KL DETECTABLE WARNING SURFACE PRODUCTS SHALL MET THE REQUIREMENTS OF SECTION SEAT OF THE WMFICA,L-A6 FOR M-12 DETECTABLE WARNING SURFACE. ILfM'KN RAMP IYI YAN DETECTABLE P WMM'C SNPNE PRC 72. USED SHKL E FROM THE MATERIALS 11 MM IPPPING PU OF LIST NUMBER T2. ]. ROPING STIES OF CURB RMP WAY BE PWI£O MCMLITXCNLY WITH RP1P FLOOR OR BY WING PERMISSIBLE CONSTRUCTION JOST WITH REWRED BARS. 4' 4. FREEDOM RARS ARE TO K NOA % R" PLACED 1'CENTER r0 CENTER KIXK BDTx Ross OF THE RAMP FLOCK W-DEPTH OF SAW FLOOR. W"MIu CONCRETE COVER 1'/e" OH MASK 5. RCAOWAY CUED / CURB AND GUTTER SLOPE TRANSITIONS AAIACENT To CURB TYPE A NAMES ME INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. PERPENDICULAR I CAR NEWS ME REQUIRED FOR 9DEwKKs AND SHARED VISE PATHS. WE WIDTH OFTHE �11 YAAJ M. CONJUNCTION MTHH A SHMP SHALL ARED METCH EPAAiµ TUETMiNMUM WIpWHEN TB1H SHALL BE THE USED WDTH V• �AFR pSRIMY/„�'�v. y. ' OF THE 9YAED uE PATH. , r A'r ,5'. N „A RP i, •R',, ,R,xv. 5'MN dl T TACT MINI H i 1 F WIDTH THE A\ OE ARE WARNINGS SHALL EXTEND HE FULL WD OF E M CURB RMP LMOINC FLOSS. i r2l 8. CURB RMPB WELL E INSTALLED AND LOCATED WITHIN PE`MN. CROSWKKB 12N MAI AS PAWN ON PLANS OR AS DIRECTED BY THE E3LGINEER. WRB RAPS SXWLD NET BE LOCATED BLAND VEHICLE STOP UNEs LIGHT POL RRE HYDRANTS ORGP MERL ETC. w' TYPE B 9. RAPS MAY E PLACED ON RMIK OR TMGENTML S CTONS PROVIDED THAT PARALLEL THE MRS WHMN. IS PLACED WITHIN THE LIMITS OF THE FRIMERKK KL EXIT ME SLOPE Ai TIRE LNNELIKN OF THE wRB OPENING IS xx •Y•1 v'"` T BH'0.T', A, KRIENKNLM O HE CURB. "1 r k•M H� la. UETECTI$E WARNING SURFACE PANELS 3HKL BE INSTALLED RUSH WRx 11.4 r v AN N THE BMM C£ CURB. VAA i ✓' rs wM sa N. OL WL,CM OF PM TUCH HAVE a ORESTREET CORRECTIONS THEDETECTABLEWMXNC WRFKETSXKL HAVE �N2L X� ACTOPY RAINS MA BE F E BACOHIEO AS MEE CG-QH NY ES 3 AVO 204A7 TERM 10 TRODTCH OF EACH OF WRD. SEE CO -RAINS PWES A SARI AD 204.0) FCR I.EiIYJDS Lf INSIKLING EEIELTMLE WMNNGS ON A RADIUS, AT�YX AT 'X. , 2" H4HT THAN T EDGE A PAVEMENT AT XX . SAE M TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED OWE y .N"-24" G-C DOODD L J0 0 0 0 ...000E O 000o QD o o 0 Do 7 LMOwc RAHP 00000000000000o I' 000000000 o D o 00o 4 o 0 D 00 D o 0 D 0 o 00 Do 00000000000000E e� I s°N'T BARE DNNETT 000000000000000 DETECTABLE WMSINE OP DIAMETER AT BARK DECORS Q.S.XE VMIMLE F0.L WD,x QF SNIP FLOCK SE NOTE It BA4 tlAETER I DETECTABLE WARNING TRUNCATED DOME PAr u4Rs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL `VOpT A COPY OF THE WIGNK SEMEB ME SIGNED HGVMG 15 ON FILE IN THE CENTRAL OFFICE. SPECIFICATgN ROAD AHDORION STMOADS CG-12 DETECTABLE WARNING SURFACE "ff SHEET 1OF s REVISION DATE (GENERAL NOTES) 103 02 2E4.U1 Q•M* VIRGNIA DEPARTMENT OF TRANSPORTATION 304 COVER UFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON UD 18' METER BOX �1� Try �YA tiN1 18' % 6" EXTENSION 6" /P PIPE YSLOT / I (2 PLACES) NOTES: (1) A 1-3/4•' DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 T G BACKFILL SHALL TAIN ROCK MATERIAL THAN 5" IN ANY N 8"MIN BACKFILL* EMBEDMENTT$) ROUGHLY COMPACTED SPRING LINE O BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER NO, 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) 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 COM PACTED, 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 CC -BD WIDTH Of A- TR 1 wOTH C£ EHrgMCE p' LMIS OP PEDEBTRIM _ _ _ _w' LIMITS OF FEDESTNM EMMEON JpIn IL ESS RONTE ® ® OGLESS ROME �`�91 D LNPAVED SPACE NON-iRPVERSABLE ! UNPAVW SPACE SIDEWALK M mM0A0 f s *NTH OE SICEWKK OR SOEwMH BP.10E t Lam! �C wF0 MLLIDT NTI " E%PM'90N TONE ENTRANCE G'JTIER Ei y W {II! C 8 ESS RWIE A EBS RATE ¢y w Wm Row uxe W TE PEDESTRIAN ACCESS ROUTE DETAILS WITH & 3 WITHOUT UPAVED SPACE dERA4CE M. IDOITNNAL RIOR-oE-*AY Y DEC ED E THE LNIT. I.-y.. DURABLE NINMM 16' C1 PEDESINM ILLESS IS NN EXTEND BEYND EXISTING E%PIN51N JOINT ABSOLUTE MNMUM 12- M ROPOSEO VOm NGNT-OF WA9 y� EDGE OF PAVPAENT 1 PEDESTRIAN ACCESS ROUTES PROVIDE A CWTNWI5 A � ® UNCOMPLETED ST/SE. EIRI MD SUP RESISTANT !-' PATH CONNECTING &L MfEBSMILE ELEMENTS OF A HALF PLAN uSEOI BY PEA` CAN APPROACHED. ENTERED AO ! F PTESENM ACCESS FOCUS ISLE DENC g MIN MOTH 41NINJN 4'iRAVEN518LE WIDTH IS ACQUIRED WRH A MM. 2x MOSS SLOPE. SECTION B-B WHEN USED N CONJUNCT WITH STANDARD STANDING OR LG-7.IXE ADJUSTED FACE O MATCH p•-p'• CG-3 OR Is TO BE MN FAC TO N HIS G. UPAVm SIDEWKK SPACE PARABOLIC THE WUNTABLE QUID CONFIGURATION. 9PYE GI102 . i. N01WIK LATTER e. i Xf0 i0 YIY CHARGE q 4e t4 ^P 8% f • b.b tr" 4.4a=• SECTDN C- C 6" AGGREGATE TIME CLASS Al ME51 CWC. TYPE �SIZE 21B '..ry. 5'-D" 12Y, MA%. SCOFF s•-O^ ® PENT OF GRADE CHANGE iOR CURB MO LATTER ONLY W i i M X MMIMW IXCIE0.5E ,,SLOIE AT MINIa1M 'O' InrERVKS FOR 90EWNK CURB MO WT1FA OW T X Z Z Z y F NAXMM DECEASE IX SLOW FOR II INTERIM. MO Bulr wnwNiENrIT FORE a x 4AVINJN LEMEASE ran SUMMONING tD' INTERVALS SECTION A -A SECTION D-D DCT STANDARD ENTRANCE GUTTER S ESN2" ROIp MO MDMDS SHEET 1 CP 1 REVISION DATE SDZ 203.03 O]/I$ V9GI4A DFPARTNTI DF TRANSPORTATION CG-12 A s 12- C-C, 9• LNc4j CONSTRUCTION -� AT 1r' c-c r�M au°nMrraITIW . 1211 MAK S MN 12,E MM }pr L RAP IIAp WITH BUFFER STRIP IS IF TANI (3FE TMLEI TRA 2VTH WTTER PM SLOPE LTR/M9iON MITER PM SLOW TO 2R1 LHiOUCN RAM LENGTH W t M,I 5'LN TO 200 THROUGH RAW LENGTH WTTER PAN MNRMUN ACNE 20:1 QO NM s ✓ W-D- MIN SXNS TO MATCH FIGF %WITHOUT BUFFER STRIP OF PO 1 CUT© BACK OF CURB 20:1 ASIII EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT LMF� xnLw. MIN 40 SECTION A -A r M1 MARL I 1 LM CON. DETECTABLE WMHHE $116ICE CONSTRUCTION CONSTPoICTIW 'D`R CN033WKK SECTION B-B �s NOTES: GOK1nLTL CA SS DIRECTION ONE EC SI 1, FORT GENERAL NOTES ON THE DETECTABLE WARNING S11EACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP WE SHEET IOF S. 2. THE DECADE LENGTH OF A PARALLEL RAP 6 LMTED 10 15 FEET, MUMMERS OF THE ALWE. 3, GOTTEN PA SHALL BE A MMI" SLOPE OF 20a AT THE RAP OPENING. {, 4. DIALTM PLACEMENT IS MT PERMITTED. yA. TYPE B PARALLEL APPLICATION ROACWAY GRADE M PERCENT M14W RNP LENGTH 1x FEES 4" CURB 6" CURB 0 6 2 5 * 6 B 4 a 2 S 0 ,3 6 la 15 L,L.L, ROAD MET EDGE STANDARD; SEAT 3 OF 5 REY6ON 0; MUGS 04110 ( ) Ci0S5W41N OWB CROSSWALK 1 DI F' 'III CONCRETE ^ L�j�• GRO."WKN IIII II1I R053WKK TWO WITHOUT BUFFER SMALLER RADII TWO DIRECTIONS LARGER RADI WITHOUT BUFFER STRIP WITH BUFFER STRIP WY OF THE WryIHM NAMED AND SIGHED ORMINC 15 ON FATE N THE CENTRAL OFFICE SPEOIFICATKIN CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 1°5 .. VIRGNA EPARTNEHi C£ TRM3PTTATIW SO4 No. 35791 ,a 5/16/22 (A ZO Z a J O Hz U W Do � w (n J Z 0 < F ` U1 Z W DE ~ ILA w N_ Q � Ln I- w FF- w d JOB NO. 182154 SCALE AS SHOWN SHEET NO. i5 770 770 5 REMOVE f 8" DI WATEF WITH PHASE z/ HIGH PT STA: 27+17.00 LO PT STA: z7+5 .00 HIGH PT TA: 3o+47. HIGH PT ELEV: 748.88 LOWPT ELEV: 749.69 PVI STA:26 92.00 VI STA:27+75.0 HIGH PT LEV: 758.37 LOW P STA: 34+oi.6 PVI ELEV: 8.z 4 7 VI ELEV: o. 75 3 PVI ST :30+04.67 INTERSECTI N OF RAMBLING BROOK LN (STA. o+ 1) LOW T ELEV: 754-97 w/ EMERGEN Y ACCESS ROAD (STA. to+oo 76 K:28. K:3735 PVI EL V: 8. 8 75 9 PVI TA:34+14.17 765 VC:So.o K: i.o LVC i5o.00 PV I754 9 .. 0)0 o 0 00 O a K:26.z5 O N 000. Oa O N p VC:80.o0 OW PT STA: z3 84.00 + ^ Ln a o ^ o, o 00 ^ 76 OW PT ELEV: PVI STA:24+3 36.79 0i ;� U N rl vi U IN m > + � n V + 0 `w� PROPOSED GRADE + ^ Q w 760 .00 Lum w M ..7. U ? K:33.24 m m m L N LVC:ioo.o NTE SECTION OF RAMBLING BROOK LN (STA. 26+ ) w v m Z M L oF.C,07 o 0 1 05°i6 z75 / DUNNAGAN DRIVE (STA. to+oo) 00 00 m M N. m z.00°�77 755 + +� \7\777 I L Ln m v w 3�8°Po (TYP.) PROPOSED VDOT X\X PROPOSED FI m w PROPOSED 8"x8" TEE STD. CD-z HYDRANT AS! & (1) - 8" G.V.75 / 8"x6" TEE ROPOSED AIR -RELEASE VALVE �.4750 2. rPROPOSEDHYDRANT 64A PROPOSEDSTORMLn 6" - 45° BEND PROPOSED o PROPOSED GRADE PROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING o FI L 60A 74 LL Y Q (TYp. 745 SEWER CROSSING PROPOSED PROPOSED 6" CL. 52 DI WATERLINE PROPOSED SEWER CROSSING STORM I TERSECTION DF ZO m Lu 1 AMBLING BROOK /MERCER STREET LN (STA. zz (STA. to+o) 45) F Z z < 1. 1 EXISTING GRADE ROPOSED 8" CL. 52 DI WATERLINE EXISTING GRADE Lu m xLu 5' SoA 74 r 2 J 3 5' N PROPOSED STORM SEWER CROSSING 740 - ROADWAY (STA. PROPOSED ST7ORPROPOSED FIRE HYDRANT 22+94) 4-0 SEWER CROSASSEMBLY w/ 8"x6" TEE 73 1 zO% ROPOSED 8" SANITARY 735 IL EWER CROSSING 'LUG & TIE-IN TO LINE INSTALLED 1. ' PROPOSED 8 SED 8"x8"TEE DEVELOPMENT 67,SEWER CROS& (3) - 8" G.V. PROPOSED STORM SEWER CROSSING ROPOSED 8" CL. 52 DI WATERLINE 73p 2 STORM SEWER PROPOSED 8"x8" TEE CROSSING & (3) - 8" G.V. 16A PROPOSED 8" SANITARY 72 PROPOSED FIRE HYDRANT SEWER CROSSING 725 8"x8"TEE & (3) - 8" G.V. ASSEMBLY w/8"x6"TEE - 720 720 �t 00 N ri 00 M 1� Ol M M M N O Ln 0) N 00 O 1! 00 Ln N 0) a M O a u1 ~ a It m a ry 00 M a rl M 00 O ul 0) 00 H N O M Vl O1 I� It 00 d ul m H N .t Ol M 00 M M 0) a ~ S m M � m m Ln O m a 3 M ^ m M 00 W m O O r, N O r It OD M a O It 00 �t It Ol It a rl H 't M 't 't Vl n a 0) a 00 H Ln 00 M a ^ 1 ^ .t a M Ln a H inWI Vl O "n ul 0) d 0) L<1 M M M s 1 a a Ln 11 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 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 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. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch - 50 ft. PVI STA: 11+07.50 PVI ELEV:736.67 755 K: 26.o8 LVC: 115.00 N LD O O O O In M 0 IxI M p 0 750 n u " n u PVI TA: 10+15.00 INTERSECTION OF PVI ELEV:734.82 MERCERSTREET (STA. 11 62) 745 K: 2.50 w/ HUDSON STREET (STA. ioi oo) LOW P T. STA:10+15.0 LOW PT ELEV:734.87 am, o a Foa, IE-IN TO PHAS IIA ROADWAY740 ± (STA.10+46) 735 730 20 RAMBLING BROOK LN (STA. 22+45) 725 "t N ri � M 10+00 8"x8" TEE & (3) - 8" G.V. REMOVE PLUG & TIE-IN TO 8" DI WATERLINE INSTALLED WITH PHASE zA DEVELOPME STORM SEWER CROSSING CL. 52 DI WATERLINE N N m O 00 M Ln O It m ri m rl 10+50 11+00 11+50 RAMBLING BROOK LANE PROFILE PVI STA:1z+75.o8 INTERSECTION OF PVI ELEV: 747.41 MERCER STREET (STA. 13+93) K: 12.47 w/ MCCOMB STREET (STA. 24+18) LVC: rr.00 755 00 + n n N Li l GRADE-V U w v 750 m uJ l,oc�/i PROPOSED FIRE HYDRANT POSED ASSEMBLY w/ 8"x6" TEE GRADE 745 l.z' PROPOSED 8"x8" TEE 6 65 & (3) - 8" G.V. l.z PROPOSED STORM 38 SEWER CROSSING 740 70A PROPOSED 8" SANITARY SEWER CROSSING :PROPOSED STORM SEWER CROSSING 735 ROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8"x8" TEE 1 730 0 0 00 a 0 al O + 0) a ^ n 12+00 12+50 13+00 13+50 MERCER STREET PROFILE 14+00 725 0+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 INT HUDSON STRE w/ MERCER STRE PVI STA: to+z3.00 PVI STA: 12+17.77 PVI STA: PVI ELEV: 731.81 PVI ELEV: 739.71 PVI ELEV: 738-97 K: 26.17 K:26.00 K:12.z LV: z6.o 5 LVC: loz.00 LVC: 60.00 °omo��-.)900- L°0n Ln WI O F 'DR m745°° 0 OD L6 m io a m `° m 745 ,°+ w w + o ^ w + H ^ Li.i A vi Lj > r, vi LU vi mCO j vi w j Lu u m uj U > L > m \ j L w PVI STA: 13+04.04 m "' PVI ELEV: 730.09 740 EXISTING GRADE K: 2.50 740 RSECTION OF ° PROPOSED GRADE I LO OW PT. T I TA: 13+04.04 LEV: 730.14 T (STA. io+oo) T (STA.11+6z) S 735 % TIE-IN TO PHASE IIA ROADWA m o of a rl 735 r (STA. 1z+7) + ~ Lu V Lu ~ V D 8"x8" TEEJ 4.0' 3 5 u m v w (1) - 8" G.V. MIN. m w 730 1.3 2.00% z 00A 730 PROPOSED 8" SANITARY INTERSE TION OF STREET (STA. SEWER CROSSING HUDSON PROPOSED STORM w/ LITCH ORD ROAD (S SEWER CROSSING 7�5 PROPOSED 8" CL. 52 DI WATERLINEJ REMOVE PLUG & TIE-IN TO 1.5' 725 8" DI WATERLINE INSTALLED - WITH PHASE zA DEVELOPMENT EXISTING STORM 8"x8" TEE & 720 SEWER CROSSING (z) - 8" G.V. 720 a r^i It rl 000 O ItIt n^1 n rl It n It n n n 10+00 10+50 11+00 11+50 12+00 12+50 HUDSON STREET PROFILE 13+00 23+50 tE ;EMBLY 3+19) A. 11+22) SCOTT/R. CtTLLINSZ No. 35791 i�l 5/16/22 _i Z Z J o 0 °C m w En 0 J z H o � in z Lu ~ li LuN r 0 Adv ♦"� z MJ ® � a CV coNt w i CV i--1 V) N J > z LLI W J LL J J LL_ > p Lu ~� ~� 0 06 Lu Q ~ Lu W �- i Lu Q Lu 2 02$ ul LLu Lu F- rr�nn - Cl V JLu� z J Q Q Q ® CD Luo J bF o w Ln a Ln JOB NO. 182154 SCALE SHEET NO. i6 PVI STA: 12+12.00 PVI ELEV:719.27 K: 26.89 LVC: 70.00 o Ir 9 o w w F + n + N ^ + 735 �; N > 0 {n n w a 735 m w PVI STA: 1z+8 .00 D PVI ELEV: 724 57 LL w K: 12.23 O H LVC: 68.00 Z1n o 730 PVI TA: 10+15.00 1-- ° g N L Ou 730 PVI ELEV: 711.73 Lu o6 n `D n vuwi K: z.5o + N + m u VC: 10.0o w "' w F 7 z LOW P. STA:10+15.0 w m U w 3 LOW 7�5 T ELEV: 711.78 PVI STA: 10 go.00 j o m W 00 725 o 661 0 � K: 26.4 z + ^ LVC:78. o � 7.56% o N u rI u O O W ^ U1 > m > w U1 Lo m Z F N PROPOSED GRADE 720 M W H H 720 u u w FILL(TYP.) u m v w ~� M w 7115TING GRADE o% �• EXISTING STORM 725 3 5' SEWER CROSSING 715 -2.000 2'p00/0 PROPOSED STORM 0.�VDOT STD. CD-2 SEWER CROSSING 710 710 8"x6" TEE (z) - 8" G.V. (1) - 6" G.V. 1. '-STORM SEWER 6" go* BEND TO FIRE z.1 CROSSING HYDRANTASSEMBLY 705 DI 705 43 6" CL. 52 WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA 18+ 8 700 700 DUPREE STRE T C/L STA io+o O a T N t0 00 1� N O 00 IN O ON1 n n 1D W 06 0 ^ W ^ 0 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 I DUPREE STREET PROFILE 13+00 23+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. z5 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:1o+15.00 LOW PT STA: io+62.5o N N U1 r LOW PT ELEV:758.12 rom LOW PT ELEV:759.oz U; H U1 m z PVI STA:10+15.00 PVI STA:11+o0.00 + � x 770 PVI ELEV:7c8.o7 PVI ELEV:759.77 N LU 4 w w 770 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:7S6.29 LVC:40.00 K:37.50 0 H °O LVC:75.00 a 00 n moo HIGH PT STA: 27+82.97 $ 0^ °n o N1w 0. ui HIGH PT ELEV:756.80 0 00 > Ji u w PVI STA:27+45-93 O+o O+o .. v m u m w PVI ELEV:757.29 u u K:25.46 v m v w LOW PT STA: 29+30. LVC:12s.00 ,>„ >, LOW PT ELEV:757.1 770 PVI STA: g+5o.00 HIGH PT STA: 22+7 .00 H LOW PT : z5+3o.0o roe It U) PVI ELE :75733 HIGH PT ELEV: 74 34 + LOW PT ELEV: 750.89 000 �n 0 v1 K:5 -48 VI STA:22+25.0 N PVI STA: 6+oo.00 � Liji 00 Liji LVC: o.00 VI ELEV:747.8 PVI ELE :75i.59 IN > IN Ln > 0 °o00 (z) PROPOSED 6" 450 BENDS TO CONNECT 765 K: .8z K: ao u m u w WITH EXISTING 6" DI WATERLINE. TIE-IN T LVC:1oo.0o w w LVC: 40.0o m w ^ + ^ + Ln � 6" DI WATERLINE WITH PROPOSED 6"x6" T °O n m 0 °o n u n v NOTE: 6" G.V. SHALL BE CUT INTO THE EXI + a O° ° m o o m 0 P, v > u m vi u > w TIE-IN O EXISTING C ING LANE v L n u Ou + n ui n ui m w STA3or23 760 m 1�4u " u INT RSECTION O GRADE CLING LANE (STA. 29+33) w/ 760 m m m w w g w u m > IN ERSECTION O v w > PROPOSED UL °0 "� DUNNAGAN DRIVE (STA.1z+75 / ° EXISTING 6" DI MCCOMB STREET (STA. z6+S3 w/ LEXI LANE . 13+64 1 .00% WATERLINE 0°6 755 Lu U 3.5' 755 X w PROPOSED VDOT MIN. EXISTING GRADE F STD. CD-2 57< U, z 3 9 ° 46A OF 1.5 750 z' 7S o PROPOSED 8"x8" TEED5 PROPOSED STORM 3-5' 48A & (z) - 8" G.V. SEWER CROSSING PROPOSED 8"x8" TEE MIN. & (1) - 8" G.V. ROPOSED 6" CL. 52 DI WATERLINE ROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8"X6" REDUCER PROPOSED & (3) 8"x8" TEE - 8 G.V. PROPOSED STORM SEWER CROSSING PROPOSED FIRE HYDRANT 745 EXISTING JASSEMBLY PROPOSED STORM w/ 6"x6" TEE ROAD SEWER CROSSING GRADE 66A PROPOSED 8" SANITARY SEWER CROSSING 740 EXISTING STORM1.6' SEWER CROSSING REMOVE EXISTING BLOW -OFF & PROPOSED 8" CL. 52 DI WATERLINE MCCOMB STREET CLING LANE TIE-IN TO EXISTING8"DI WATERLINE EXISTING 8" CL. 52 735 DI WATERLINE 735 N N 00 a n O (n N 01 O 01 w U1 0) O O 0) M V1 01 In O 01 M In m 10 O a, 00 N a W a0 1� In a O r, 00 N a m a 00 a 0) co 0) vl I, 00 U;' 10 6 00 0. 00 O N O1 M v 6 a O to ci A t0 ci rj t0 U1 ,,:1 1� a 6 n US n 6 t0 6 l0 6 n M ^ 00 ri W 00 W M a s a s a s a s v a v a U n U1 n n n ,n n n n U1 n n U n U n ,n V ^ ,n v ^ n n n n N v n ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 20 Lu 770 K:z.So K:27.86u u Ul VC:10.00 LVC: 5.00 m w n Z ~ J 0 rl U? O U`NIn F(100+2OLLU o M 10V1765 0 W W u; 765 v u > m v > u w n> u m PROPOSED 1jj u> > Lu 1. m w m GRADE W MILL & OVERLAY EXISTING DRIVEAY 760 760 3 5, 4.6g% 0 00 2.00 0 EXISTING 8" DI 2D FOOTER FILL PROPOSED 8" CL. 52 WATERLINE -OFROAD) (TYP.)� DI WATERLINE STUBOUT 755 °' ROPOSED 8" - 45° BEND 755 RSECTION PROPOSED 8" - 4S° BEND REMOVE EXISTING PLUG io+OF (STA.CTION o0) (STA. 30+51) XISTING GRADE & TIE-IN TEXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N M M F 1p NO P41 N l0 l0 00 10+00 10+5o 11+00 11+5o 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. 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. 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+oS.67 K:z 50 PVI ELEV:749.70 760 LVCao.00 K:26.38 :105.00 00 m 0 0, + N n ui N N ui oo PROPOSED GRADE 755 m U W . u RAMBLING BROOK L (STA. 26+93) 750 i o09 PROPOSED VDOT STD. CD-2 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 VDOT 2.p0% HIGH 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 M •i M 0 r Un M o + ^ N a >°>° >w 70 Co 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 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. DUNNAGAN DRIVE (STA. 12+75) w/ CLING LANE (STA. 29+33) 76o 1.7' PROPOSED STORM) L-PROPOSED 8" CL. 52 DI SEWER CROSSING I 755 PROPOSED 8"x8" TEE & (z) - 8" G.V. 750 =D STORM ROSSING 745 t I NTI LEXILANE I 740 RAMBLING BROOK L PROPOSED STORM SEWER CROSISING PROPOSED 8" SANITARY 735 SEWER CROSSING 735 0 H M U1 a ~O . m . IN p l0 a o6ao6 a O N �n V1 n ^ n n n n ^ n 10+00 1o+So 11+00 11+50 12+00 12+50 13+00 FDUNNAGAN DRIVE PROFILE Ia061 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 HIGH PT STA:13+10.So m HIGH PT ELEV:75z.63 + PVI STA:12+78.00 ` 3 N PVI ELEV:751.98 a K:1z.z7 + LVC:65.00 0 ON ) EXISTING EE & (z) 6" G.V. STING 6" W/L. 76o w o ' 011p O�H LOW PT STA:10+53 00 + ^ w Ln z 00 LOWPT ELEV: 739.27 N. N ui ^ -j p 755 PVI STA:11+23.o u U W Z W 755 LOW PT STA: 1o+15.o(, K:26.42 LOW PT ELEV: 738.56 LVC:140.00 / 2.00�0 PVI TA:io+lS.00 PVI ELEV:738.51 cc^v 0 / 750 K:2.50 VC:10.00 m° EXISTING GRADE rn 750 O 1p 00 w u m 6i V > W r++ (0, N M w 0OIO / PROPOSED GRADE 745 u m u w PROPOSED 8"x8" TEE 745 & (3) - 8" G.V. M w / 3-5' �'4 PROPOSED FIRE HYDRANT MIN. ASSEMBLYw/8"x6"TEE 740 740 34C 0 2.000/0 f :RSECTION OF PROPOSED STD. CD-2 VDOT PROPOSED SEWER STORM CROSSING STA. 1o+oo) w/ N (STA. z4+66) 735 735 13' PROPOSED STORM ROPOSED 8" CL. 52 DI WATERLINE )SED 8"x8"TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O 00 N N n l0 M Owl . IN Q. Oml a M N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 LEXI LANE PROFILE 13+50 14+00 SCOTT/R. CtTLLINSZ No. 35791 i�' 5/16/22 _i Z Z J o o U m LU En 0 J Z �..� o n z W ~ W N o 0 A z C17 ® � a CV U 4 CM W � P- i CV i--1 rn Cn N J > z LLI W LL. J LL > p Lu ~� I- H� H 06 W J Q = W U W I- i Lu 2 0Z ul Ur^) J LU LU w O 0� Lu LU - � V J z J Q Q (D Q ® o W o J U GF W 0 W CL Ln JOB NO. 182154 SCALE V:III =5' H: 1" = 5o' SHEET NO. 17 0 0 0 0 0 ai U C INV IN:7 EX. 11 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 _ t- o 1- 0 00 co s 0 LO 760 O M � , M 760 LLU ^ ^ rj p .�. uj. ' � - V1 O 1. Z O O 6 7 `t = I� O N^ ¢^ i N =x� OOM�F =�2» In ^O g20 mo Z U)FxZZ =d > 00 o ¢ Ln Z z 755 ^ S ^: N N o ^ 755 MH-EX-9 + m ^ ^ It a 0^ z z STA: o+oo.00 0 EX RIM' 748.98 M - 2 > > > 191.67T0 MH-45 - - PROPOSED GRADE IV. OUT: 739.41 750 PROPOSEDSTORM PROPOSED SEWER CROSSING OGHOUSE I I MANHOLE 53 745 745 1 PLUG EXISTING 8" DIP T IN TO 1.5 it INV. IN = 743-79 VSTALL 8" DIP ECTION LF 62.31 LF @e 0.53% IF 740 1.0' 47.78 LF @a o.63% 740 8" SDR-26 PVC 6i.4o LF Qa 2.2S% 3" SDR-26 PVC -T 77 LF Qa 0.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 N .t 00 CO m W N O O^ a r' ^Ln Ln 0+00 0+50 1+00 1+50 2+00 2+50 MH-51- MH-EX-9 PROFILE 765 76o STA:o+gl.00 RIM: 744.00 755 FINV IN: 73z.2oTO MH-32 IN OUT: 732.00 TO MH-zg- MH-32 STA: 1+34.84 750 RIM: 744-00 INV IN:736.53TO MH-33 INV OUT:736.33 TO MH-31 MH-29 STA: o+oo.00 R I M: 740. 00 INV IN: 727.2oTO MH-30 INV IN: 727.2oTO MH-31 INV OUT: 727.00 TO EX-MH-28 740 735 730 725 STING M \e Sza� $vl � a1 °0 SEWER C 50SED 8" ERLINE 8" DIP 127.51 LF Qa o. 8" DIP 39.84 LF Qa MH-34 STA: 4+13.17 RIM: 754-42 INV IN: 744-53 TO MH-35 INV OUT: 744-33 TO MH-33 MH-33 STA: 2+66.36 RIM:748-75 INV IN: 737-45TO MH-34 INV IN: 737-45TO MH-38 INV OUT: 737.25 TO MH-32 PROPOSED STORM_/ I PROPOSED 8" ROOF SEWER CROSSING 2.7 DRAIN CROSSING )POSED 8" ROOF 41N CROSSING 3ED 8" _INE 6 ' 2 J2' 1k2Q2 lD p p ,py00 0" 'i N 0+00 0+50 1+00 1+50 2+00 2+50 755 MH-44A STA: 6+72.96 RIM:7SI.00 MH-44 INV OUT: 746.So TO MH-44 75 O STA: 4+70.82 75 O RIM: 747-00 INV IN: 736.95 TO MH-44A EXISTING GRADE � INV OUT:736.75 TO MH-43 MH-43 MH-41 / STA:3+01.72 745 STA: o+67.g6 RIM: 742.00 745 RIM: 73133 INV IN: 73i.87 TO MH-44 PROPOSED 8" INV IN: 72S.03 TO MH-42 INV O OUT: 731.67T0 MH-42 WATERLINE INV OUT: 724.83 TO EX-MH-ig p�CROSSING PROPOSED i GRADE �6P2% 3'5 740 $, SORT Lk y981k 740 MH-42 STA: 1+31.27 RIM: 733-00 INV IN: 726.2o TO MH-43 735 INV OUT: 726.00 TO MH-41 735 C 8" SID F Qa 165 y0 L 730 730 STA o 00 00 / a. SORE EX RIM: 724.00 y66.45 L4.7o TO MH-41 JV. OUT: 714.So 725 I I 8" SDR-26 PVC L o\° 59.32 LF Qa 1.64% 720 Q, �w 720 ryI0 y4j II II 715 715 TIE-IN TO SANITARY SEWER MANHOLE INSTALLED WITH PHASE 2A DEVELOPMENT 710 710 O p1 lD m H O 'i O M OO '+ N ri m 01 1� ^ N ri O1 S n co .t 00 m ID 1� p •i N 't lO W O N d l0 0) N N M rl ,,, M C) N m M N ^ m M m �t lD m It 00 m .t ry Ol 1 .t O CO 1 .t N CO .t Ln CO d .t ri N f d ^ W f .t O Ln ^ ^ ^ ^ ^ m ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ It ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 MH-44A - EX-MH-19 PROFILE S+50 6+oo 6+50 7+00 5.1' 00 M M N 00 It co `0 I� M n ? n n n Lnrl N n n 3+00 3+50 4+00 4+50 5+00 MH-37 - MH-29 PROFILE1 VERTICAL GRAPHIC SCALE ( IN FEET I 1 inch = 5 IT, HORIZONTAL GRAPHIC SCALE 0 2 50 100 ( IN FEET I I inch = 50 ft. 755 765 MH-35 M H-37 STA: 5+35-71 RIM: 758.00 STA: 7+6o.46 INV IN: 748.2oTO MH-36 MH 36 RIM:756.42 INV OUT: 748.00 TO MH-34 STA:6+28.83 INV OUT: 749.92 TO MH-36 RIM: 756.83 760 INV IN: 749.2o TO MH-37 INV OUT: 749.00 TO MH-35 755 PROPOSED GRADE PROPOSED 12" YARD PROPOSED 8" DRAIN CROSSING WATERLINE CROSSING 3'2 8" SDR-26 PVC 750 g" SDR-26 PVC 127.63 LF Qa 0.56% 8g.13 LF Qa 0.90% 745 740 735 730 725 CO �O 0) p 00 IN Ln Ln Ln 5+50 6+oo 6+50 7+00 7+50 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-29 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: 727.2o TO MH-31 EX-MH-28 INV OUT: 727.00 TO EX-MH-28 STA: o+oo.00 EX RIM: 735-50 PROPOSED GRADE INV IN: 724.03 TO MH-29 EX INV OUT:723.83 / 740 740 PROPOSED STORM T- SEWER CROSSING PROPOSED 8" WATERLINE CROSSING 36A 735 i 735 I I EXISTING GRADE PROPOSED STORM 6, ' ?;, 6z°ro �3 SEWER CROSSING 4.3' 6LF 0 220 730 II 31 730 2.1' II g" 208.32 LF DIP C 1.43% 725 jj 725 TIE-IN TO SANITARY SEWER MANHOLE INSTALLED WITH PHASE 2A DEVELOPMENT 720 720 1� S I� O^ ^ p ^ � S ^ M 0 M 00 <D n !^ 0 n� 0 !^ M M n n n ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 Lm H-30 - EX-MH-28 PROFILE 4+00 4+50 SCOTT/R. CtTLLINSZ No. 35791 i�l 5/16/22 _i Z Z J o ¢ o O� _ _ °C cow En Z J z n z W ~ LuN 0 Cn A z C`7 ® � a CN M w i CV H rn Cn N J > z LLI LL Lu > I-� LL LuF--F O L9 O 0 J CO Lu _ ~ U Lu w Lu Ln Lu Q ul "'_ z zLu Lu I- - Cl) V JLU z J Q Q (D Q ® C) L u o J u bF 1 W W CL In JOB NO. 182154 SCALE V:III =5' H: I" - o' SHEET NO. 18 MH-47 STA: 2+12.30 MH-48 T 0 RIM:755-75 STA:5+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-So 745 INV OUT: 731.75 TO EX-MH-27 745 U No. 35791 � 0� 5/16/22 �Q oSSIONAL E��t Z Z J O Q O a °C m Li ~ w U) Z J Z .a. n z W 0+00 0+50 1+00 1+50It MH-40 - EX-MH-27 PROFILE o+oo 0+50 1+00 1+50 z+oo z+So 3+00 3+50 4+00 4+50 5+00 5+50 6+00 [K4H-48 - MH-45 PROFILE MH-53 NOTES: STA: o+68.49 1. ALL FILL TO BE PLACED AT 95% COMPACTION. RIM:Nzz.5o z. MINIMUM OF COVER MUST BE MAINTAINED OVER W/L. INV IN: 716.95 TO MH-54 3�5' p INV OUT: 716.75 TO MH-5z p 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM w r-j 73 73 SEWER & W/L AND 1.S' OF SEPARATION BETWEEN W/L &rlj r MH-54 SANITARY SEWER MUST BE PROVIDED. o M H-5z STA:1+53.16 STA: o+oo.00 RIM: 722.58 RIM: 7zz.00 INV IN: 1 .o TO MH- INV OUT: 717.5o TO MH-53 7 3 3 53 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE . w INV. OUT: 713.83 PROPOSED 725 SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR z1B, 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. Cn 720 3.5' 720 Ch z N. M Q 8" SDR-26 PVC ® � EXISTING GRADE 80.66 LF @ o•68% (V VERTICAL GRAPHIC SCALE M 715 ( 2.4 ]15 5 0 2.5 5 10 20 co W J ' TIE-IN TO EXISTING 8" PVC SpR"y�5�°I° SANITARY SEWER INSTALLED---,.6 VF EXISTING STORM ( IN FEET) Ci7 V / WITH PHASE I DEVELOPMENT (01%* SEWER CROSSING 1 inch = 5 It. N J 710 710 HORIZONTAL GRAPHIC SCALE � z lD lD a) Ln M 0 0 50 0 25 50 100 200Ln . " i LJJ L L W N ^ N n N ^ N J n n n n ( IN FEET) 1 inch = 50 It O 0+00 0+50 1+00 1+50 w I--1 H� MH-54 - MH-52 PROFILE M"_39 0 06 � STA:3+3z.99 W RIM:7 8.5o 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 z Lu LU Ln INV OUT:7 W w - V JLu z J Q Q Q ® o W o J GF p w d Ll Ln JOB NO. 182154 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 SCALE V:1"=5' MH-39 - MH-33 PROFILE "1"= °' SHEEP NO. 1g EX-MH-z7 STA: o+oo.00 EX RIM: 735�75 / INV IN: 7z6.1z TO MH-4o 74p EX INV OUT: 7z5.9z 74p XISTING GRADE 735 735 I I PROPOSED GRADE II JC 73p$„SORT�3.9°�0 73p I II I 14'�•5'+ II TIE -INTO SANITARY SEWER MANHOLE 725 INSTALLED WITH PHASE zA DEVELOPMENT 725 W � W � m M H-46 STA:1+64.z5 R I M: 747�75 INV IN: 741.1z TO MH-47 755 INV OUT: 74o.gz TO MH-45 755 MH-45 STA: o+oo.00 ROPOSED GRADE RIM:748.17 INV IN: 741.17 TO MH-49 EXISTING GRADE � 75 0 INV IN: 740.0o TO MH-46 75 0 INV OUT:739.8o TO MH-EX-g 745 �-- gDIP 353.45 LF C 1•zz% 745 3�5' MIN. 8" DIP � 16o.z5 LF Qa o.57% 74p 74p o.g' 8" DIP 44.05 LF Qa 3.13% PROPOSED z4" HDPE SWM 735 OUTFACE PIPE CROSSING 735 ci h Vl N M 1p ci l0 ri 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�z5TO MH-3z -PROPOSED GRADE 75p PROPOSED STORM 745 SEWER CROSSING 8� �\P 745 PROPOSED 8" 49 WATERLINE 212.35LF CROSSING / 74p 6:4' 74p 4:0 EXISTING GRADE 8"SDR-z6 PVC 735 5z.64 LF Qa o.57% 735 �t 'i M � � � ri � 750 745 STR:EX-16D EX. DI-3C TP=735-4z INV IN: 729.17 TO 68 740 EX. INV IN:727.93 EX. INV OUT: 727.83 735 STR:70 VDOT STD. DI-313 (L=8') TP=746.67 I NV I N: 739.6o TO 7oB INV IN: 742.67 TO YD-11 INV OUT: 739.5o TO 68 STR:68 VDOT STD. DI-36 (L=8') TP=739-17 I N V I N: 733.10 TO 70 INV IN: 735.5oTO RF-lg INV OUT: 733.0o TO EX-16D EXISTING GRADE PROPOSED GRADE STR:7oB VDOT STD. DI-36 (L=8') TP=746-75 INV OUT: 740.00 TO 70 750 745 PROPOSED! WATERLINE CROSSING 740 15" RCP 27.72 LF Qa 1.44% 735 O RCP o°�730 I I yo365 L TIE-IN TO STORM SEWER STRUCTURE 725 INSTALLED WITH PHASE zA DEVELOPMENT 725 �n m F o m o n 0 n n M m 00 ItIt't d C't 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - EX-STR-16D PROFILE STR:78 VDOT STD. DOGHOUSE MH TP=743.67 INV IN: 737.5o TO 78B INV IN: 740.00 TO RF-z5 INV OUT: 737.00 750 TIE-IN TO EXIS" STORM SEWER WITH DOGHOUS 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 0 r. 10 STR:EX-16 EX-MH 0 w w O EX TP=722.00 OF EX INV IN: 712.67 TO EX -So PROPOSED g co EX INV IN: 71z.75 GRADE � 00� EX INV OUT: 710.83 z a H N T n X HZO F z z 1--xxx w w w 750 STR:78B VDOT STD. DI-36 i TP=743-58 INV OUT: 737.75 TO 78 745 745 740 740 .-ING 15" RCP PROPOSE E MANHOLE 15" RCP 735 13.25 LF Qa i.89% 735 a � 720 I \ EXISTING STRUCTURE TOP TO BE MODIFIED III 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 0.57% 705 L=io') O+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-36 (L=8') TP=7z1.4z INV IN:714.6oTO76B INV OUT: 714.5o TO EX-68 1 725 STR:76B VDOT STD. DI-313 (L=8') TP=7z1.4z 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-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE i DEVELOPM 705 rl00 *t °O 01 N nN N p 'i n � n M ~1 ~1 n n 0+00 0+50 1+00 1+50 2+00 2+50 FSTR-76B - EX-STR-16 PROFILE STR:7z V INV STIR:: INV E; EX. 745 3+00 745 D OT STD. DI-313 (L=8') STR:74 VDOT STD. DI-36 (L=8') TP=73o.83 TP=736.00 INV IN: 7z4.93TO74 INV IN:7z8.93TO74B OUT: 724.83 TO EX-zz INV OUT: 728.83 TO 72 740 1 `1 j 1 740 / EXISTING STR:74B VDOT STD. DI-36 GRADE TP=736.i7 INV IN: 732.5o TO RF-zl PROPOSED INV OUT: 729.33 TO 74 EX-zz EX. DI-3B GRADE 735 TP=73o.67 N: 7z4.5o TO 72 ;. INV IN: 723.27 PROPOSED 8" NV OUT:7z3.17 WATERLINE CROSSING 730 730 II II 515" RCP 725 -S'" 3.4 /o 33J5 LF Qa 1.1g% 7�5 yyZ.aS j i�t 15. RCP 18.25 LF Qa i.81% TIE-IN TO STORM SEWER STRUCTURE 720 INSTALLED WITH PHASE zA DEVELOPMENT 720 I� It N N H r4 .T It O q6H '4 N N M 0+00 0+50 1+00 1+50 2+00 STR-74B - EX-STR-22 PROFILE STR:EX-16F EX. DI-313 TP=73533 INV IN: 730.33 TO 38 EX. INV OUT:728.z5 740 EXISTING GRADE 740 STR:38 VDOT STD. DI4 TP=735-58 INV OUT: 731.o8 TO EX-1 735 735 II UOPOSED GRADE I 730 II 730 15" RCP 19-47 LF @ 3.8s% TIE-IN TO STORM SEWER S" INSTALLED WITH PHASE zA 725 725 H m n o+00 0+50 (L=8') 6F RUCTURE DEVELOPMENT STR-38 - EX-STR-16F PROFILE] INV. IN= UNDER SWM F/ (L=8') 0 H STR:34B VDOT STD. DI-36 (L=4') TP=747-42 m INV IN: 740.10 TO 34D o O m STR:z8 VDOT STD. MH INV OUT: 74o.00 TO 34 0 o M }O TP=747-58 v~i 00 INVIN:74o.75TO5o m ~O o INVIN:729.75TO30 m o N n INV IN: 739.5o TO 40 ^ r^°N° p N � : 00 750 INV OUT: 727.00 TO SWM FACILITY'C' 1 o ° LL o o Z O 75 p mo�_ STR:3o VDOT STD. DI-313 (L=8') m -O 00 r Z Z TP=745-50 m o `D N F- ° w INV IN: 730.1oTO3z ^ 0 p a�0 LL Op 0 W 00 INV OUT: 730.0o TO 28 0 NO v~ O O O m Mir a N 745 F- �Z ZO �0 O NNM",. /Fa>>> 745 H- 0 ,y >> 0 m H in � ut F- z Z Z OQ 00 N m m 0 ^ ^ ^F - PROPOSED 8" > ^ mF m 0) Z Z p / WATERLINE N ii CROSSING m ^ZO a>>> Fd>> �FZZZZ_ 740 PROPOSE GRADE `n ~ Z E740 15" RCP XISTING GRADE PROPOSED 8" RLQ 30 33.67 LF Qa 1.19% W TERLINE ti5FQa5' 735 PROPOSED 8" SANITARY CROSSING 6yL 735 SEWER CROSSING 13 0.9' 2 59M0 y06s5 730 730 zCP 7 z.7z6.83 TO "FQLGROUND 167.56 o.54 18" RCP C'CILITY'24" RCP 47.93 LF Qi.00% 7�5 47 57 LF @0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF i.5o% 720 720 N 1p N r, p� H H I' N S 111 cHi 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 720 I \ EXISTING STRUCTURE TOP TO BE MODIFIED III 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 0.57% 705 L=io') O+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-36 (L=8') TP=7z1.4z INV IN:714.6oTO76B INV OUT: 714.5o TO EX-68 1 725 STR:76B VDOT STD. DI-313 (L=8') TP=7z1.4z 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-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE i DEVELOPM 705 rl00 *t °O 01 N nN N p 'i n � n M ~1 ~1 n n 0+00 0+50 1+00 1+50 2+00 2+50 FSTR-76B - EX-STR-16 PROFILE STR:7z V INV STIR:: INV E; EX. 745 3+00 745 D OT STD. DI-313 (L=8') STR:74 VDOT STD. DI-36 (L=8') TP=73o.83 TP=736.00 INV IN: 7z4.93TO74 INV IN:7z8.93TO74B OUT: 724.83 TO EX-zz INV OUT: 728.83 TO 72 740 1 `1 j 1 740 / EXISTING STR:74B VDOT STD. DI-36 GRADE TP=736.i7 INV IN: 732.5o TO RF-zl PROPOSED INV OUT: 729.33 TO 74 EX-zz EX. DI-3B GRADE 735 TP=73o.67 N: 7z4.5o TO 72 ;. INV IN: 723.27 PROPOSED 8" NV OUT:7z3.17 WATERLINE CROSSING 730 730 II II 515" RCP 725 -S'" 3.4 /o 33J5 LF Qa 1.1g% 7�5 yyZ.aS j i�t 15. RCP 18.25 LF Qa i.81% TIE-IN TO STORM SEWER STRUCTURE 720 INSTALLED WITH PHASE zA DEVELOPMENT 720 I� It N N H r4 .T It O q6H '4 N N M 0+00 0+50 1+00 1+50 2+00 STR-74B - EX-STR-22 PROFILE STR:EX-16F EX. DI-313 TP=73533 INV IN: 730.33 TO 38 EX. INV OUT:728.z5 740 EXISTING GRADE 740 STR:38 VDOT STD. DI4 TP=735-58 INV OUT: 731.o8 TO EX-1 735 735 II UOPOSED GRADE I 730 II 730 15" RCP 19-47 LF @ 3.8s% TIE-IN TO STORM SEWER S" INSTALLED WITH PHASE zA 725 725 H m n o+00 0+50 (L=8') 6F RUCTURE DEVELOPMENT STR-38 - EX-STR-16F PROFILE] INV. IN= UNDER SWM F/ (L=8') 0 H STR:34B VDOT STD. DI-36 (L=4') TP=747-42 m INV IN: 740.10 TO 34D o O m STR:z8 VDOT STD. MH INV OUT: 74o.00 TO 34 0 o M }O TP=747-58 v~i 00 INVIN:74o.75TO5o m ~O o INVIN:729.75TO30 m o N n INV IN: 739.5o TO 40 ^ r^°N° p N � : 00 750 INV OUT: 727.00 TO SWM FACILITY'C' 1 o ° LL o o Z O 75 p mo�_ STR:3o VDOT STD. DI-313 (L=8') m -O 00 r Z Z TP=745-50 m o `D N F- ° w INV IN: 730.1oTO3z ^ 0 p a�0 LL Op 0 W 00 INV OUT: 730.0o TO 28 0 NO v~ O O O m Mir a N 745 F- �Z ZO �0 O NNM",. /Fa>>> 745 H- 0 ,y >> 0 m H in � ut F- z Z Z OQ 00 N m m 0 ^ ^ ^F - PROPOSED 8" > ^ mF m 0) Z Z p / WATERLINE N ii CROSSING m ^ZO a>>> Fd>> �FZZZZ_ 740 PROPOSE GRADE `n ~ Z E740 15" RCP XISTING GRADE PROPOSED 8" RLQ 30 33.67 LF Qa 1.19% W TERLINE ti5FQa5' 735 PROPOSED 8" SANITARY CROSSING 6yL 735 SEWER CROSSING 13 0.9' 2 59M0 y06s5 730 730 zCP 7 z.7z6.83 TO "FQLGROUND 167.56 o.54 18" RCP C'CILITY'24" RCP 47.93 LF Qi.00% 7�5 47 57 LF @0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF i.5o% 720 720 N 1p N r, p� H H I' N S 111 cHi 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 0+00 0+50 1+00 1+50 2+00 STR-74B - EX-STR-22 PROFILE STR:EX-16F EX. DI-313 TP=73533 INV IN: 730.33 TO 38 EX. INV OUT:728.z5 740 EXISTING GRADE 740 STR:38 VDOT STD. DI4 TP=735-58 INV OUT: 731.o8 TO EX-1 735 735 II UOPOSED GRADE I 730 II 730 15" RCP 19-47 LF @ 3.8s% TIE-IN TO STORM SEWER S" INSTALLED WITH PHASE zA 725 725 H m n o+00 0+50 (L=8') 6F RUCTURE DEVELOPMENT STR-38 - EX-STR-16F PROFILE] INV. IN= UNDER SWM F/ (L=8') 0 H STR:34B VDOT STD. DI-36 (L=4') TP=747-42 m INV IN: 740.10 TO 34D o O m STR:z8 VDOT STD. MH INV OUT: 74o.00 TO 34 0 o M }O TP=747-58 v~i 00 INVIN:74o.75TO5o m ~O o INVIN:729.75TO30 m o N n INV IN: 739.5o TO 40 ^ r^°N° p N � : 00 750 INV OUT: 727.00 TO SWM FACILITY'C' 1 o ° LL o o Z O 75 p mo�_ STR:3o VDOT STD. DI-313 (L=8') m -O 00 r Z Z TP=745-50 m o `D N F- ° w INV IN: 730.1oTO3z ^ 0 p a�0 LL Op 0 W 00 INV OUT: 730.0o TO 28 0 NO v~ O O O m Mir a N 745 F- �Z ZO �0 O NNM",. /Fa>>> 745 H- 0 ,y >> 0 m H in � ut F- z Z Z OQ 00 N m m 0 ^ ^ ^F - PROPOSED 8" > ^ mF m 0) Z Z p / WATERLINE N ii CROSSING m ^ZO a>>> Fd>> �FZZZZ_ 740 PROPOSE GRADE `n ~ Z E740 15" RCP XISTING GRADE PROPOSED 8" RLQ 30 33.67 LF Qa 1.19% W TERLINE ti5FQa5' 735 PROPOSED 8" SANITARY CROSSING 6yL 735 SEWER CROSSING 13 0.9' 2 59M0 y06s5 730 730 zCP 7 z.7z6.83 TO "FQLGROUND 167.56 o.54 18" RCP C'CILITY'24" RCP 47.93 LF Qi.00% 7�5 47 57 LF @0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF i.5o% 720 720 N 1p N r, p� H H I' N S 111 cHi 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 STR:EX-16F EX. DI-313 TP=73533 INV IN: 730.33 TO 38 EX. INV OUT:728.z5 740 EXISTING GRADE 740 STR:38 VDOT STD. DI4 TP=735-58 INV OUT: 731.o8 TO EX-1 735 735 II UOPOSED GRADE I 730 II 730 15" RCP 19-47 LF @ 3.8s% TIE-IN TO STORM SEWER S" INSTALLED WITH PHASE zA 725 725 H m n o+00 0+50 (L=8') 6F RUCTURE DEVELOPMENT STR-38 - EX-STR-16F PROFILE] INV. IN= UNDER SWM F/ (L=8') 0 H STR:34B VDOT STD. DI-36 (L=4') TP=747-42 m INV IN: 740.10 TO 34D o O m STR:z8 VDOT STD. MH INV OUT: 74o.00 TO 34 0 o M }O TP=747-58 v~i 00 INVIN:74o.75TO5o m ~O o INVIN:729.75TO30 m o N n INV IN: 739.5o TO 40 ^ r^°N° p N � : 00 750 INV OUT: 727.00 TO SWM FACILITY'C' 1 o ° LL o o Z O 75 p mo�_ STR:3o VDOT STD. DI-313 (L=8') m -O 00 r Z Z TP=745-50 m o `D N F- ° w INV IN: 730.1oTO3z ^ 0 p a�0 LL Op 0 W 00 INV OUT: 730.0o TO 28 0 NO v~ O O O m Mir a N 745 F- �Z ZO �0 O NNM",. /Fa>>> 745 H- 0 ,y >> 0 m H in � ut F- z Z Z OQ 00 N m m 0 ^ ^ ^F - PROPOSED 8" > ^ mF m 0) Z Z p / WATERLINE N ii CROSSING m ^ZO a>>> Fd>> �FZZZZ_ 740 PROPOSE GRADE `n ~ Z E740 15" RCP XISTING GRADE PROPOSED 8" RLQ 30 33.67 LF Qa 1.19% W TERLINE ti5FQa5' 735 PROPOSED 8" SANITARY CROSSING 6yL 735 SEWER CROSSING 13 0.9' 2 59M0 y06s5 730 730 zCP 7 z.7z6.83 TO "FQLGROUND 167.56 o.54 18" RCP C'CILITY'24" RCP 47.93 LF Qi.00% 7�5 47 57 LF @0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF i.5o% 720 720 N 1p N r, p� H H I' N S 111 cHi 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 o+00 0+50 (L=8') 6F RUCTURE DEVELOPMENT STR-38 - EX-STR-16F PROFILE] INV. IN= UNDER SWM F/ (L=8') 0 H STR:34B VDOT STD. DI-36 (L=4') TP=747-42 m INV IN: 740.10 TO 34D o O m STR:z8 VDOT STD. MH INV OUT: 74o.00 TO 34 0 o M }O TP=747-58 v~i 00 INVIN:74o.75TO5o m ~O o INVIN:729.75TO30 m o N n INV IN: 739.5o TO 40 ^ r^°N° p N � : 00 750 INV OUT: 727.00 TO SWM FACILITY'C' 1 o ° LL o o Z O 75 p mo�_ STR:3o VDOT STD. DI-313 (L=8') m -O 00 r Z Z TP=745-50 m o `D N F- ° w INV IN: 730.1oTO3z ^ 0 p a�0 LL Op 0 W 00 INV OUT: 730.0o TO 28 0 NO v~ O O O m Mir a N 745 F- �Z ZO �0 O NNM",. /Fa>>> 745 H- 0 ,y >> 0 m H in � ut F- z Z Z OQ 00 N m m 0 ^ ^ ^F - PROPOSED 8" > ^ mF m 0) Z Z p / WATERLINE N ii CROSSING m ^ZO a>>> Fd>> �FZZZZ_ 740 PROPOSE GRADE `n ~ Z E740 15" RCP XISTING GRADE PROPOSED 8" RLQ 30 33.67 LF Qa 1.19% W TERLINE ti5FQa5' 735 PROPOSED 8" SANITARY CROSSING 6yL 735 SEWER CROSSING 13 0.9' 2 59M0 y06s5 730 730 zCP 7 z.7z6.83 TO "FQLGROUND 167.56 o.54 18" RCP C'CILITY'24" RCP 47.93 LF Qi.00% 7�5 47 57 LF @0.53% 725 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF i.5o% 720 720 N 1p N r, p� H H I' N S 111 cHi 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' 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-1 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+0o 1+5o z+oo z+5o 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 lz' 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. R:42 VDOT STD. DI-313 (L=8') TP=75z.83 INV IN: 745.93 TO 44 INV IN: 74 5-93TO 4zB STR:42B VDOT STD. DI-36 (L=8') INV IN: 749.17T0 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 @ l.lo% 740 740 00 Cq N ,y V7 � n O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 O+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 1° ( 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 32B 745 745 STR:32B VDOT S INV I INV I INV IN: INV O PRO W TD. DI-313 (L=8') STR:36B VDOT STD. DI-313 TP=739.00 TP=740.67 N: 733.25 TO 34 INV IN: 736.17 TO YD-z N: 731.92 TO 36 INV OUT: 734.67 TO 36 73533 TO RF-16 740 UT: 731.58 TO 32 (POSED 8" ATERLINE ROPOSED GRADE CROSSING 735 735 1.5=7 15" RCP 15" RCP F Qa 1.14% 34.82 LF Qa 1.44% 730 730 PROPOSED 8" SANITARY SEWER CROSSING 725 725 n V . S m m (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 (L=io') 0+00 0+50 1+00 STR-36B - STR-32B PROFILE SCOTT/R. CtTLLINSZ No. 35791 � 5/16/22 Z Z J o 0�� °C m w En 0 J z H o � n z ui ~ IJ. z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 z C`7 CIO a CN co w CN i--1 UI m N J > z LL.� H� w > J_ � ~� LL n � ®� - O Q CID w H� wU Lu u1 Y () un Lu Q G 2 � � O ul zLu Lu � z � U V JLu z J Q Q ® C) �.0 o J bF 1 w w a � JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 F7 76o 2 N It D 000 Ci 0 0 N O O ^°a in rl ° ^�F Lnz z� Ln IF- z z z 760 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: 752.92 TO YD-4 INV OUT: 749.5o 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 ti75"RCP 100.44 LF @ 0.56% 34-74 LF Qa 0.92% 745 1 745 'pN ^ Ln In ^ 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=758.z5 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULWPPT-;, 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 STR:66 VDOT STD. DI-313 (L=8') TP=75o.17 m N INV IN:746.5oTO RF-13 ^ O ? 755 0 O INV IN:743.1oTO66B 755 u, ^ INV OUT: 743.0o TO EX-32 w N o � EXISTING GRADE STR:66B VDOT STD. DI-313 (L= N M O 1 moo 't z O TP=750.25 w ^ .. - > INV OUT: 74333 TO 66 o ,-zz 750 Ln ? W w 750 PROPOSED 8" PROPOSED 8" WATERLINE WATERLINE CROSSING I 745 I PROPOSED GRADE CROSSING 745 II II I 740 zlg 7 RCP 1 LF 1�3% 1 RCP LF @o.66% 740 34!85 TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE 1 DEVELOPMENT 735 1 735 .. ) m m 'r +� CID lo') 76o 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-66B - STR-EX-32 PROFILE N J_ V V M M 0 m � 0 p N O p m 0 0O� 0 �O0 Q Q� F N ^ }Ln O o STR:40 VDOT STD. DI-3B (L=8') 0 m . 4 0 , � H H o TP=74833 > o ^ ^� ^mIt 0 O a, INV IN: 740.43 TO 4oB 760 `o° ,n z z m 1O �~ > o ~ INV IN: 744.67 TO RF 6 0 i - - 0 'D � z o �� 76o INV OUT: o. TO 28 m virzzz F 11>> 10 �zo d Ln I~ z z ,w�„ � >z >Z 76o m m 755 750 20POSED 8" WATERLINE CROSSING 745 M m M NJ 06 ^ ^ 0+00 GRAD 755 750 11 r �. RCP 48 24" RCP 56.66 LF Qa 0.71% 745 m 0 rl n ^ Ln 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M 0 To 0 y0 0 STR:5o VDOT STD. DI-313 (L=io') N TP=749-50 F OQ 00 r INV IN: 74z.oz TO 5oB o , ^ INV IN:743-50TO5z m ^ �r INV OUT: 741.92 TO 28 z p 750 i? Lrzz „ 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 EXISTING GRADE 740 740 18" RCP 27.66 LF Qa o.83% 735 735 o+o0 0+50 STR-5oB - STR-50 PROFILE 755 EXISTING 750 z4" RCP 61.03 LF @ 1.23% INV. OUT=743-75 745 0 m0 Ci O0 F Ln O 4 O D a 0 o a^ > L'? F In Hd>o in - Z Z 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-II INV OUT: 747.17T0 58 0It co INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-3B (L=6') F- O m STR:64 VDOT STD. DI-3B (L=8') TP=755.58 r m� TP=756-75 INV IN: 746.85 TO 60L °� �- INV IN: 749-43 TO 64B INV OUT: 746.75 TO 56 N �� INV OUT: 74933 TO 6z 0»STR:56 10m Z VDOT STD. MH TP=752.00 INV IN' 746. 43 TO 58 INV OUT: 746.33 TO 54 ROPOSED GRADE I i 15" RCP MEMO i34.83 LF @ 1.04% 15" RCP 24 R�r 32.18 LF @1.03% PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED LF @ 1.29% OUTLET OUTLET PROTECTION w/ FILTER FABRIC 1' 7 i34'2g zy" RCP UNDERLAYMENT (L=zo', W1=6', W2=12', D=i.5') 44.25 LF dal 0.7 % 51.28 LF @ o.62°/a PROPOSED 8" SANITARY 740 SEWER CROSSING tJ .t O v It aw0 LL in O O ~ H o 2 ai 0 L 0 ri R 0N�.t 755 >pN^ mmaO m `^ �F 0000 :T-t 11 H In ono ^ 0 n n V N F d»> LA F Z Z Z pm o moi^ > 't IN -- ^ 750 0^zz10 Ha»» ,nz z z z 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 00 m m 0 m 1 It IN � 0 000� o�� 0 MLnvim^ > 00 nnnF t^ z z z 0 F a»» Ln F- ZZZZ ED GRADE )POSED 8" GRADE TERLINE )SSING 1.T?7 i5' RCP 0g% 1.7' 11601LF�3. z z' 18" RCP 29.16 LF Qa l.lo% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF Qa 1.74% F • . fl 755 PROPOSED WATERLINE CROSSING 750 15" RCP 27.68 LF @ 1.16% 745 740 M W n 00 S IN O N l0 0 m lDLi) M N •i Vl mmIN n 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 H F Lu 2 w j V 151 K`' 61% I -x = N o ° u 0 76o F o 76o STR:Sz VDOT STD. DI-3B (L=1o') STR:5zB VDOT STD. DI-3B (L=10') o a 10 v~i O 0 °o 11 H O O N N °o Q m TP=755.25 TP= z 755 5 n F r a o „N a� $ LL g M CID INV IN: 748.oz TO 5zB INV IN: 751.58 TO RF-8 > n ^F 0> m °,) a m Z Z p 0 m 0 °vi v,0 INV OUT: 747-92 TO 5o INV OUT: 748.25 TO 52 xa>>> 755 °,°,'moo °p�, 755 �zz� O nF ZZZ 0 F 000 Np i ii»> F z z z Ln o o o PROPOSED 8" 76O ^^ N o^ ^F m WATERLINE om o In 0) ^ > ^ N. m� o Z) ^ �Z Z O CROSSING Z Z Z 0 � F z z Z 750 > > > > 1 .2' 750 �FZZZZ PROPOSED GRADE 755 750 z 11 7 15" RCP 57.5o LF Qa 1.74% 745 PROPOSED 8" SANITARY SEWER CROSSING 740 In 1p mN NO ♦i ^ M IN ul OM ^ M ^ "t 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 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 3+50 735 730 725 745 740 735 730 725 CROSSING RCP 16 LF Qa 1.82% L15" RCP 745 -is LZ'�1% / ,z7.63 LF del o.83% F GRADE In w N Hl ^ l+.1 ,M ^ N rq N. 0) m 0+00 0+50 1+00 1+50 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 lz' 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. 740 735 730 725 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. 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. M-LLINS'Z No. 35791 i�l 5/16/22 V / Z Z J o 0or- I: U CO w D 0 o J Z 1=4 o � in z I-IW ~ F N 0 .i Cn A z ® C6 a N 0- co w CY) C%) N J > z J Lu L L- Ln J 1 W > J_ U)Lu P-1 t_9 1--- 06 � O 113- didQ m w _ ~' W W Y V) c/1 � G 2 � ul� O z w uj � V Lu J � 0 z J Q (19 Q ® o W o J bF 0 w x o_ m JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 21 + _\ \\ CCU RAINAGEDIVIDE(TYPJ100 \ _ \ \ I � v40e ♦ v // �� v \ i ---\/ YD yE _�\\\ \ ,�� YD_ 6 � �_ �' 7 ,�vv A vvv i to _ � ��. 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YD-zo 3 t , ! r � YD-3B ®®®®10 �..,, \ \ ♦ z7A® �DRAINAGE DIVIDE(77 \ �M yoB or / YD zC co 8a < ® 34 B ( 9 �8 r ( \-A•✓/C� N / / \ \ \ / 00 � \ O o \p \O o �\ Structure Area (Acres) Cw t� (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 0.12 0.65 6.0 78 0.00 0.90 5.0 78B 0.15 0.60 6.0 \ yN \)--\ �7 Structure Area (Acres) Cw t, (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 1 0.12 1 0.55 1 6.0 SCOTT/R. (7BLLINS'Z No. 35791 1. p 5/16/22 4i H � Q � o r � � M z \ \ 0,) Q CD W ��RFF vv `v ' \ \ v �� v � Ex-32 \\\/ " \ \ QQ \1t\ _ RF z5A -1 *; �A �I /y \V vv/v LU \ \ _--- oT J _. \ \ W F--- Mom/ YD-8C w w r �I YD-SB -- \ \ \\' U w Z Y cn Q w Q 0 s 11 m Ul C4 w LU i 1 � I i LJJ w i x26',\\ / B C/) Ur z3z� V AA\ ;24 j;lA �li '-AA V / vv/� LL L DRAINAGE DIVIDE (TYP.) / �� a(OT RF z3 V v�v - o � Lx-26 v � �r Ln 0zA C RF-z3A o'11 o7zaY'�� C a�or -- �'T- LU CD YD-7 N J \ A� l V COrtu � T s,Of °r JOB NO. 182154 EX-68 SCALE EX-5o X-r ,r. � 2 2 Structure Area (Acres) Cw t, (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 0.90 5.0 1 �Y TH OF f�(Z SCOTT R. LINSZ J No. 35791 ti� 5/16/22 O ��S'SIONAL E�Ol c5 w w z z w n z J O U 0 c 0 U 0 3 m n x 0 L 3 o c o N c c 0 0 a 0 0 a a c 0 U i c 0 U 0 ° E 0 U c 0 0 s 3 m n a T c o a m m o c o t o n 0 c m U n o c T � a o U z w z z w z z J o T n o a > n U s m o w E U o U a o n m ° V V/ Z O uu ,^ V/ WW Z W 0 Z O >Z > J Q k mo N J < F W Qo N Ln 0 r C t (y) M r � N C7 01 r N � N W Q > L L > vJ Ljj J t Q U W Y w vl C w n/ Z w /� Vi J w J Q f n CD 0 V z Q J J < z H- IL ' H� �� LJJ U) < z w w ��r111 •' v z Q � < W ^J I..L U w O Of Ul O U Lh W Q W < zE ! a` Lf o� W V=i JOB NO. 182154 SCALE N/Ac SHEET NO. �3 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH` (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 34D DI-3B CG-6 10 747.25 34C 15 33.67 1.19% 740.50 740.10 RCP 34B DI-3B CG-6 4 747.42 34A 15 73.62 5.30% 740.00 736.10 RCP 34 DI-3B CGS 8 742.50 33 15 106.15 2.59% 736.00 733.25 RCP 32B DI-3B CG-6 8 739.00 32A 18 47.93 1.00% 731.58 731.10 RCP 32 DI-3B CGS 10 738.58 31 24 167.56 0.54% 731.00 730.10 RCP 30 DI-3B CGS 8 745.50 29 24 47.57 0.53% 730.00 729.75 RCP 28 MH - - 747.58 27 24 11.31 1.50% 727.00 726.83 RCP 36B DI-3B - 10 740.67 36A 15 34.82 1.44% 734.67 734.17 RCP 36 DI-3B CG-6 8 739.17 35 15 28.89 1.14% 732.25 731.92 RCP 706 DI-3B CGS 8 746.75 70A 15 27.72 1.44% 740.00 739.60 RCP 70 DI-3B CGS 6 746.67 69 15 120.31 5.32% 739.50 733.10 RCP 68 DI-3B CGS 8 739.17 67 15 103.65 3.70% 733.00 729.17 RCP 38 DI-3B - 8 735.58 37 15 19.47 3.85% 731.08 730.33 RCP 74B DI-3B - 8 736.17 74A 15 33.75 1.19% 729.33 728.93 RCP 74 DI-3B - 8 736.00 73 15 112.45 3.47% 728.83 724.93 RCP 72 DI-3B - 8 730.83 71 15 18.25 1.81% 724.83 724.50 RCP 76B DI-3B CGS 8 721.42 76A 15 33.82 1.18% 715.00 714.60 RCP 76 DI-3B - 8 721.42 75 15 24.57 1.30% 714.50 714.18 RCP 78B DI3B - 10 743.58 78A 15 13.25 1.89% 737.75 737.50 RCP 66B DI-3B CGS 10 750.25 66A 15 34.85 0.66% 743.33 743.10 RCP 66 DI-3B CGS 8 750.17 65 15 219.49 1.13% 743.00 740.52 RCP 46 MH CG-6 - 758.25 45 15 57.50 1.74% 751.00 750.00 RCP 44 MH CG-6 - 756.92 43 15 95.47 2.61% 748.42 745.93 RCP 42 DI-3B CG-6 8 752.83 41 15 116.07 3.08% 745.83 742.25 RCP 40B DI-3B CGS 8 748.50 70A 18 29.16 1.10% 740.75 740.43 RCP 40 DI-3B CG-6 8 33 748J756.58 39 18 47.78 1.74% 740.33 739.50 RCP 486 DI-3C - 10 48A 15 34.74 0.92% 749.50 749.18 RCP48 DI-3C6 47 15 100.44 0.56% 749.08 748.52 RCP 42B DI-3B CG-6 8 753.33 42A 15 29.02 1.10% 746.25 745.93 RCP 466 DI-7 CG-6 - 757.75 46A 15 35.93 1.39% 751.75 751.25 RCP CULVERT-1 ES-1 CGS - 756.33 15 16.83 11.88% 756.00 754.00 RCP 52B DI-36 - 10 755.25 52A 15 27.63 0.83% 748.25 748.02 RCP 52 DI-36 CG-6 10 755.25 51 15 163.33 2.71% 747.92 743.50 RCP 50 DI-3B CG-6 10 749.50 49 15 64.16 1.82% 741.92 740.75 RCP 50B DI-3B CG-6 8 749.50 50A 15 27.66 0.83% 742.25 742.02 RCP 646 DI-3B CGS 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI-3B CGS 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI-3B CG-6 8 755.33 61 15 32.18 1.03% 747.83 747.50 RCP 60 DI-3C CG-6 6 755.08 59 24 51.28 0.62% 747.17 746.85 RCP 58 DI-3B - 6 755.58 57 24 44.25 0.72% 746.75 746.43 RCP 56 MH - - 752.00 55 24 134.29 1.29% 746.33 744.60 RCP 54 DI-1 - - 749.50 53 24 61.03 1.23% 744.50 743.75 RCP 60D DI-7 CGS - 754.50 60C 24 48.25 1.04% 749.00 748.50 RCP 60B DI-3C CG-6 12 754.67 60A 24 56.66 0.71% 747.67 747.27 RCP YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH` (R.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION Y0.2E 12" Yard Drain 751.67 12 40.75 13.91% 747.67 742.00 HDPE Y0.2D 12" Yard Drain 746.00 12 48.94 3.41°h 742.00 740.33 HDPE Y0.2C 12" Yard Drain 743.33 12 44.07 3.02°h 740.33 739.00 HDPE Y0.2B 12" Yard Drain 742.00 12 48.43 3.45% 739.00 737.33 HDPE Y0.2A 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 746.67 8 149.76 3.79% 744.00 738.33 HDPE RF-15 8" Cleanout 741.00 8 18.07 15.66% 738.33 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.63 HDPE RF-16 8" Cleanout 739.50 8 16.51 9.09% 736.83 735.33 HDPE RF-17A 8" Cleanout 750.25 8 99.76 5.76% 747.58 741.63 HDPE RF-17 8" Cleanout 744.50 8 21.44 14.74% 741.83 738.67 HDPE Y0.11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HDPE Y0.9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE Y0.9E 12" Yard Drain 746.00 12 63.96 4.17% 742.00 739.33 HDPE Y0.9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE Y0.9C 12" Yard Drain 739.67 12 50.96 5.24°h 736.67 734.00 HDPE Y0.9B 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE Y0.9A 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°h 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°h 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 5.27°h 743.83 738.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 14.37% 738.33 735.50 HDPE Y0.8E 12" Yard Drain 740.50 12 63.44 2.88% 737.50 735.67 HDPE Y0.8D 12" Yard Drain 736.67 12 53.43 3.13% 735.67 734.00 HDPE YD$C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE Y0.8B 12" Yard Drain 735.67 12 60.00 4.45% 732.67 730.00 HDPE Y0.8A 12" Yard Drain 733.00 12 64.81 2.05% 730.00 728.67 HDPE Y0.8 12" Yard Drain 731.67 12 69.92 1.67% 728.67 727.50 HDPE RF-20A 8" Cleanout 737.00 8 137.94 3.62% 734.33 729.33 HDPE RF-20 8" Cleanout 732.00 8 18.41 12.66% 729.33 727.00 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 15.55 10.74% 722.00 720.33 HDPE RF-22B 8" Cleanout 726.00 8 102.55 1.30% 723.33 722.00 HDPE RF-23A 8" Cleanout 726.00 8 22.01 1.50% 725.33 725.00 HDPE RF-23 8" Cleanout 728.25 8 15.49 6.46°h 725.00 724.00 HDPE RF-23B 8" Cleanout 731.00 8 74.60 4.46% 728.33 725.00 HDPE RF-24A 8" Cleanout 742.75 8 138.35 6.32°h 740.08 731.33 HDPE RF-24 8" Cleanout 734.00 8 18.00 15.28% 731.33 728.58 HDPE RF-25A 8" Cleanout 747.00 8 83.14 3.61% 744.33 741.33 HDPE RF-25 8" Cleanout 744.25 8 6.87 14.99% 741.33 740.00 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH` (g.) SLOPE(%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-26A 8" Cleanout 750.00 B 136.59 0.97% 747.33 746.00 HDPE RF-26 8" Cleanout 749.00 8 22.43 8.16% 746.00 744.17 HDPE RF-13A 8" Cleanout 754.00 8 152.90 1.64% 751.33 748.83 HDPE RF-13 8" Cleanout 751.50 8 19.44 11.99% 748.83 746.50 HDPE RFbB 8" Cleanout 753.50 8 73.11 4.32% 750.83 747.67 HDPE RF-6A 8" Cleanout 750.33 8 52.95 2.53% 747.67 746.33 HDPE RF-6 8" Cleanout 749.00 8 15.84 10.48% 746.33 744.67 HDPE RF-4A 8" Cleanout 752.67 8 95.87 3.31% 750.00 746.83 HDPE RF-0 8" Cleanout 749.50 8 14.88 13.44% 746.83 744.83 HDPE RFSA 8" Cleanout 757.50 8 74.97 4.67% 754.83 751.33 HDPE RF-5 8" Cleanout 754.00 8 17.22 12.54% 751.33 749.17 HDPE RF-14A 8" Cleanout 757.50 B 49.22 3.72% 754.83 753.00 HDPE RF-14 8" Cleanout 757.00 B 15.63 1.09% 753.00 752.83 HDPE RF-14B 8" Cleanout 757.00 B 134.13 0.99% 754.33 753.00 HDPE YD-0B 12" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HDPE YD�A 12" Yard Drain 757.00 12 66.17 1.01% 753.92 753.25 HDPE YD-0 12" Cleanout 757.00 12 19.17 1.72°h 753.25 752.92 HDPE YD�E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.67 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% 756.67 753.25 HDPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83°h 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 49.55 1.67°h 746.33 745.50 HDPE YD-3A 12" Cleanout 750.00 12 19.91 2.51°h 745.50 745.00 HDPE YD-3G 12" Yard Drain 757.00 12 82.14 4.87°h 754.00 750.00 HDPE YD-3F 12" Yard Drain 753.00 12 67.35 1.48% 750.00 749.00 HDPE YD-3E 12" Yard Drain 752.00 12 52.73 2.52% 749.00 747.67 HDPE RF-7A 8" Cleanout 755.00 8 95.25 3.76% 752.33 748.75 HDPE RF-7 8" Cleanout 752.00 8 15.48 15.63% 748.75 746.33 HDPE RF-8A 8" Cleanout 759.00 8 120.76 1.52% 756.33 754.50 HDPE RF-8 8" Cleanout 756.00 8 18.34 15.92% 754.50 751.58 HDPE YD-6D 24" Yard Drain 758.67 12 102.41 1.14% 755.67 754.50 HDPE YDEC 12" Yard Drain 758.00 12 89.35 1.12% 754.50 753.50 HDPE YDEB 15" 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-6 12" Cleanout 756.00 12 19.34 2.59% 752.00 751.50 HDPE RF-11A 8" Cleanout 759.00 8 145.10 1.03°h 756.33 754.83 HDPE RF-11 8" Cleanout 758.00 B 22.74 7.70% 754.83 753.06 HDPE RF-12A 8" Cleanout 756.33 8 140.73 1.07°h 753.67 752.17 HDPE RF-12 8" Cleanout 757.50 B 15.49 1.10% 752.17 752.00 HDPE .... . PHASE 11B & PHASE III PLANT LIST STREETTREES Xl Jim �' 1 � • \� �i�.:Al%1P��dlf�i°�,oil'f��/"L�•f,7i��.�e?Oi•��E,B1�'�II '� _� _ �' ARM a., -- rml WIN TOTAL CANOPY: LANDSCAPING CALCULATIONS: SIR I FAI 1114 WHOM`� - ' aei' �•, � .. ' �, / ��d1oi.'d�l�� !�il��, ^� ��_t.�mra_-Lr.' � `. / -•,� •r--------- • Al OF DEVELOPMENT FOR LANDSCAPING CALCULATIONS: S78,390 3.278 AC) • __ ag- �a r__ y - ■�a .e► �� i "� �1_ — _ I � - ' � � %1 ��11 I 191 �� tl�' �I�� I%t�P t • �I�v�a`�' I � I • • �. Lf - 4y �� • • . CANOPY MMA 'A OWED F. � 178/ zo J I z13 / Ln ro \ J / > ,' .;'� • ' 1 >` w •','� / 2i T. ••'�... PHASEI / ¢ /� � � O ! � V / In La. m C 6' LANDSCAPE & O LOT LfDT 1 8 cg0'1j AINTENANCE EASEMENT/ I \ / / N O 5 (37) PROPOSED LSR I zoy I 185 I ¢' \ e F / 1 \ X W .J / _ ,� - ) - _ - T 756 STREET TREES j GAR=749 0 � I�F]j �`• 7as67 •. � FkE=749 7 LOTS � G 77�55$' s%� �S � 233 LOT / /� \ ��i / z17r ��"� ' \ / ) / � / / - ,.1! — _— — I — T FE=746133 ' •:� c, �4 z3z LOT \ � E' �o, � \ (P) (1y) REPLACEMENT STREET - \ // / / 3 �3 .� / 186 I I �' � 0 A ;^ A T D T�31 230 \ PHASE III \ � LOT �'s°' �'� ' \ \ \ TREES ALONG MCCOMB STREET // // / / / . - • 752 748 _ ( - I / G R=744 3 �- _ r r 11 A 218 �� - \ WITHIN PHASE I FOR THE STREET \< VD / \ \ \ $ / 2 \ \ \ \ TREES REMOVED FOR THE PHASE / \ �6 GAR=j46.6 ,:; '. / 202 I lQr7— - -1g - o-uw, w�° 5w° // s.67 \ \ L(, .�s0� \ \ JII DEVELOPMENT V r� . o Lo �19 LOT � � 1 �46100 162 F E=747�3 5 ' '.:[ _ I',. / �// / \ \ ( UAP TREES& LRSTREES \ / / AR=7540 176 / AR=746. 5 FF 47o LOT / LOT G R-743.00 _ - - = I� ..:: / 229 / \ \ \ LOT �°6'i i / (NOT INCLUDED IN THE CHARTS) / / /�l li / /, • / LOT E=7473� 896 I+ / 74�d3 E=743 7 t:. -� •[ — z: _ LO LOT I I 1163 zol / 188 : , u�u ` ��' - • ... � G R=74z33 -- ' � o . . . x _:. ::• Q@'' 0° LO \ L�pT ,'('.c\o° � � — — — — � i �,, AR=752.6 1 . 5�/0 FIIE=7457.L6T LOT % ..... w � 9> 'D '� \ b' •:_ — � — i / Zi (!1 F�E=753 7$ I LOT FE=746Joo 8 ` .....• Z / 200 / 18 - I Jy o 6 ¢" �G — 9 m -,gym x �, �� 7 - ¢.° / Tn"------- � / LOT 174 ^ 333 AR=74 X m — — — �`— — — — \ PRO OS /� "i ?'�5'3 3 °O \ / LOT a i• _ '` / 'II LOT z a 1., '' F E=75z. 7 4 LOT 6 w � '.. 1 742 � �- \ P fOp � 1 - \\��. 0 0226 � 222 / _� :• a i _ — f — � — \ 22 5 .II .AR=75o.6 .. 74 7 _., _ ....} -x �. Iw \ \ ¢ �` s •- v N II �W P1 (: -76 OT E=744° 8Q' '. '' / a 399 �f 9 i -� 1 �. • .7 - ;dam '.\ �d ,. �� . / I � o to �� / / x -� � -� — ~ t�0 :: In 3 ,.. � "�. • . • . • x3 _ Diu �"� J / i ' \ Q o. ` . " I _ — � LOB _ I I / 166 _ �. R=74z I � / G R= •._ \ ' • ; . _ . �"" CS't,% 22y / / �; T i� ,y o v;: / �\ •",. � � � � G _ z, II ru v / lg8 v I / ls� - - `. �. x F 0� 22 \',,.. ,' ,.. / �� ^� •d` _-\� c t I Y FE�r75o.6 � z.00 LOT E_7443 15•J II J LOT I ° 4% _ r I 73 �k ,� / :, � M . N N � x•. •'; �. II _E= o. \ ,8" 64 '.;: ,:.: .. � 1 1 2 • • • :'-.�•' / I n u =749 R=74o 67 . - AINTENAN E EA EMENT68 . o % a \• . / w LOT � 7 7 2 3 33 \ i x Q ••'�•• ` \ / / LOT I ' ••' ••'.'• .•••'. • � ^� •!• . '� � - N N 1 47 . 1 INST.#. - / / FE-38.�0 .. ,. ;.•; .•;OP.�•AI•'.••':•':• .•. •✓ s'� 1 �3 N 1-- ui \ ✓ .: : ' \ 7 G R-74z133 807 •I / 1g6 193 • .. •: • '. • 5P • �• \ : • .. , 9 L,Y,( / ( o R r o w L T zyCi _ \ 6) LOT E=7yz. o � .,�•,. .A'C2.A. '.•<,\.(,. �� ''� ry\ .•\ 13 \ k O o G w — � � \ "; — —� — od3 16 �' t I —.. G R qo. o �- " - �.• ._`. ,. '.:�.:, � 1a / 2t✓ ) ,. 1 •. �72' 4 / w LL �5 � zi � � 9� _ 13°R':F � o. / G R 737. 3 I ! ,+,.•'ro 4. 9. �) :•'. ••'.• :••'.: '. •,V; �\ — L T L� � . .:: .�' � 3 ,r .. / I FE 8. o 7 73 , .• .• .• ..• (P)(1)UAPSTREETTREES '. < '�. / � � — 'x L T 2 44 / °':.x ° Cs°l • z �. ,. ,.:.:.:•': ALONG RAMBLING BROOK LN :•':• O \:. ,: 2yi / y co Q : (NOT INCLUDED IN CHARTS) : :•'. x x x: ". • ,�' �•' •, •. •(42) PROPOSED OC'. .,5 ��, a / / / /•• • �' •\ ' 3 z 6° i C) 4 \ \ - M - .. :..:•,'. STREETTREES'. :�:x]• N I ¢J x LAT // :� T . • �' x Cyl Lu LIN OOK LANE ,.. �.� -- w / I * � R� 6 _ � M .•,. � .v o¢o x .% / . ��i S '.7zi. ,� { Q - PROPOS BLIC (4 R/ '' - '• • •'.✓''. ,� ¢- J` ! / — — - - /)s .::... x y,. .. ., M r .•' •�:':•• ^•-•` . I./%.•• x il�' / b / /I . 14 :SiDx. cl' . ,... m •., x;. .••j•. C3� V J SWM. ., • iR — / s7 c ^_ a3 . \ M ' / 1 / .—� Lor / 7s s N FE=7463 6 LANDSCAPE & I x . , • IT=7 �6 .•J � Im. — �.,=. - `Ne.-•: _\ ft- •• � /// //-/// � / / \ _ •9p•. • SMT= o � �m_ — X � \ a 73 ' AINTENANCE EASEMENT742. - - _ _ IN 74� I I I / � � • •. • '. LOr/ 8: INST. #: _ __... f=735.67 I =738. 7 /I I GAR 7 . I/ I GAR=737. I GAR-Z36. 7 T W _ / / z / / / /I \ 56 LOT .EXISTING \ / / / �'L�/ / \ LOT I % .'' — +. • I SLOT \ GAR=74o °0 73=(44YPROPOSED QP3.3 F�738.o FFE=7 .3 i. � ,.',\. ] � � A"" 25 ' ••3 •..•�. 73 d3 82� 76 LOl'\ - e STREETTREES n�o SMT=7z .1� 7e BSMr=7� .•:•: -f. .CEMETERY:•' /X/\'` ,� /. ,., / LET / ,. AREE _ i6 •_i, ...1 I --I // I 55 (P) (1) REPLACEMENT STREET T\ J L.L 4I g LOT / : •�': ; - : / E 6' LANDSCAPING i / G / / ALONG DUPREE STREET WITHIN l / I I 79 7 z /LOT 7 0 /LOT LO LOT .1:. \ < \ / / Lor x I LOT i - * __J 72 \ : ] EASEMENTAN \ /� \ LQ4 / / \ 54 y PHASE IIA FOR THE STREETTREES / I \\ �7 1 7 - ^72 I I I I 77 I/ T 6 - :` .'.` ' ':' ,/•.': STREETTREES \ s� b4 / / /�/ / / / \ REQUIRED FOR THIS EX. ROAD. I 1 \ \ / I i < , OT \ \ \ (1) UAP (NOT INCLUDED IN Cl) 1 \ °I — I I I I I I 4 •. :>,;. _l•'..,� 5 -- >.:� \ �- •'•�'• / L53 z7, \\\y I \-- Lill _j I --I a„ / \ : t .'. / I / "� // x' (E)STREETTREES J ' �L9T / / ^� // x ALONG DUPREE STREET LOT \ — \ � ,• • — / — � ._ � . • - •': •' : �. •':�\ • '� \ 73—(P) (z) REPLACEMENT STREETTREES \ ./ /// 5z •C s\ \ �� IQ W / \•' ;' F . r x / \ ._ , \ \ ALONG LITCHFORD ROAD' \ J 7 PHASE IIA FOR THE STREETTREES I\ / \\ \ LOT �� mob° �� // \ / Z l \ \ k' : : • \ s E PHASE III 51 Po ¢�' / / / / / / LOT MM o 0 0 0 0 � .. \ � • . .. , .. ,. \ � REMOVED FOR •' / M x';• o _ — � � W oI o` :I \ \ \ / • \ i� DEVELOPMENTTH Y \ \\ / 1 \ \. \.. PROPOSED TREE- / - ,\ \� \ s \ ...... (NOT INCLUDED IN CHARTS) \ r;s \ / FENCING y � ` _-< i ' � • �\ _ \ /�_ -- ---/' PHASEI // /// `� W V / Lor � U = _ �, ...�� .� — _ — PHASE II / w N \ / (39) PROPOSED BN- �\ / M // �i i : ••F` �. • / / \ LOT i/.. .. 2^k ..� /-- --^/ STREETTREES .; 7 �\ / A� \ 30 /// 9/ �/� \\ LOT / �Q�\y�\ / Lu Lu r.�. - - - - _ i _ \ �O�(E) STREET TREES \` . \ v / / \ \\ 21 .¢ C y - - -Jy� ��'?-c .o= a e •..� �.. \ / / i - - - -- - _ -.,,� ` �,�: / ' - !' =\ i \ / \ALONG RAMBLIN / \ LOT _ / / / / / / a �° i P • / Q LL1 > \.... .. .�.,�. _y ` •`••., ,� - — L-Lor / LOT \ P ��' ¢' U) \ BROOK ul y _ ' 3 / TY NEB �@ o 0 0 0 0 c \ t �� - --- / / \ \\ jz / / / LOT z3 \\ \1 / x :•/ ¢Jo i O ER\ o � r.- i z \ o o \ o 0 0 0 0 0 P /Lu w w +�+ (40) PROPOSED I o o / 0 + STREET TREES ` --- ; / \ ° o ° �• -�' ° LIMITS OF STREAM\ .0 q R � � \ (y \ O BUFFER TYP. \ \ \\ LANDSCAPING CALCULATIONS - PHASE 1113 & PHASE III ROADS: \ \ \ \ ` - - ` / \ ` ♦ - J / / x s\ \ \ \ \ \ W 5 Lu STREET FRONTAGE J I \ `) �� \ \ _ -- _ \ \LOT b W /- \ LOT IY Q TOTAL STREET FRONTAGE (PHASE 11B & PHASE III ROADWAYS) = 5,320' \ \ ` \\ \ / a� — —_ \ i — \ O \ -66 \ " ` I �er,� 46 vwv REQUIRED STREETTREES: 127 (1 TREE PER EVERY So'OF STREET FRONTAGE) LANDSCAPING CALCULATIONS -PHASE IIA ROADS: XISTING STREAM +\ ! \ \ \ _ — / 7 \ i PROPOSED STREET TREES: 139 • PHASE IIA STREET FRONTAGE (NOT INCLUDED WITHIN PROJECT BOUNDARY LIMITS). — �'�:� `� \: loa YR FLOODPLAI \ o fi \ \ \ / \ f n STREET FRONTAGE ALONG RAMBLING BROOK LANE: 2,440' (PORTION OF) '' •:. / �J REQUIRED STREETTREES: TOTAL STREET FRONTAGE (PHASE IIA ROADWAYS)=1,y65' \ I CD Q REQUIRED STREET TREES: 30 (1 TREE PER EVERY 5o' OF STREET FRONTAGE) 7 \+ \ �I \ ;P� CD w PROPOSED STREETTREES: 1 — — _ _ _ + STREET FRONTAGE ALONG DUPREE STREET: 245' (PORTION OF) PROPOSED R STREET FRONTAGE ALONG LITCHFORD ROAD: 28 \ `^ — —� \ \ �+ \ o \ XI \ \ \ REQUIRED STREETTREES:S 5� q /\ + \ p / // N J ` ':;�: �::'r' c':r:: LOT y REQUIRED STREET TREES: 6 \ \ \ + 47 i PROPOSED STREET TREES: 5 PROPOSED STREET TREE5:7 0 - @_® \ \ \ 11 , �l�_+^ o / \ \ \ \ \ \ •. _� i STREET FRONTAGE ALONG HUDSON STREET: 520' \ \ o \ s \ _ _ _ _ _ _ _ _ y / LANDSCAPING NOTES: NOTE: TREES WITH CIRCLES AROUND THEM DENOTE NEW LANDSCAPING \ ✓ \ . , o \ \ " REQUIRED STREETTREES:22 TREES FOR LITCHFORD ROAD NOT INCLUDED WITHIN OVERALL \ \ \ \ ". o \ >' "-' z' ' ( \ / e- :'\• i 1. 1 LARGE STREETTREE PROVIDED FOR EVERY 50' OF STREET FRONTAGE. PROPOSED STREET TREES: 12 LANDSCAPING CALCULATIONS). \`� I '�, ,.:�'•-.:,-,a^'"�•, \\ _':'':--"•••.j / \ z. STREETTREES SHALL BE LOCATED io' MIN. FROM WATERLINE AND SANITARY STREET FRONTAGE ALONG MERCER STREET: 590' STREET FRONTAGE -EXISTING PORTION OF DUPREE STREET: o' \ 11 b o \ \ \ 1, / '� :E':•-�•" FACILITY D • e 4 (• x u �„ \ µN : Y r SEWER STRUCTURES. STREET TREES SHALL BE LOCATED 10' MIN. FROM THE w F 39 \ o \ \ \ \ '.: REQUIRED STREET TREES: 12 \ o o `— — — —` ^•�„ \° �•. \ \ \ F k - MH CENTER OF STORM STRUCTURES, AND 5' AWAY FROM DRAINAGE PIPES w REQUIRED STREETTREES: S \ e PROPOSED STREET TREES:15 �� \ \ \ —0. �\ .\_.,, \ �., b �',` �':`�,;5,-"'i` ': F • O PROPOSED STREETTREES: S — o p . \ \ \ _ �-_ "i< '� .�.- • . ! INSTALLED AT DEPTH LESS THAN id. STREETTREES MAY BE PLANTED ON ce _ STREET FRONTAGE ALONG LEXI LANE: 620' \ \ \ — / (-``•`•. _ a N NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING \ ♦ \ \ o :`, l `'.. ;'• S TOP OF DRAINAGE PIPES INSTALLED AT A DEPTH OF 10' OR GREATER. REQUIRED STREET TREES:23 \ \ \ o \ - �. ^ ,s`.. - 4 / JOB NO. TREE FOR EX. PORTION OF DUPREE STREET (NOT INCLUDED WITHIN \ \ \ \ \ / \ \ �, \�. \ \ `,.`_ r!:..: _ : �� 3. STREETTREES SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, PROPOSED STREETTREES: 15 OVERALL LANDSCAPING CALCULATIONS). \ \ \ 'GRAPHIC -Sb� \ \ �. o �� _ '�' ; �. •- MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES 182154 STREET FRONTAGE ALONG DUNNAGAN DRIVE:445' \ \ \ \ 1 \ \—\ \♦,•,a \ \ ° �� 11 STREET FRONTAGE - EXISTING PORTION OF RAMBLING BROOK LANE:790 \ \ — \ \ :'.: - • %, SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL REQUIRED STREET TREES: 9 \ — �a� \ a 20 040 \ 160 \ �a�\ \ \ \ Q - • • • \ / I �, SCALE REQUIRED STREET TREES: _ ( o \ `, b<`;:.`.`<:: I /. HEALTH OF THE PLANT. 11 1 PROPOSEDSTREETTREES:g �� \ \ -\ \ o\° ,` <s -; \ J I PROPOSED STREET TREES: 17 — — — _ \ \ \', , . ,�; °': I / y. STREET TREES AND LANDSCAPING PLANTS LOCATED WITHIN INTERSECTION 1 = O STREET FRONTAGE ALONG MCCOMBSTREET/CLING LANE (PORTION OF):1,y6o' NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING — — — \ \ \ o o \ o \ 4Q.°.`q �+ REQUIRED STREETTREES: o �' \ ° o 0 0 / \ '. �,•, � ° °,� •��•; �. �. � _ SIGHT DISTANCE TRIANGLES SHALL BE MAINTAINED BETWEEN 2' AND T 3 TREE FOR EX. PORTION OF RAMBLING BROOK LANE NOT INCLUDED \ :\ ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND SHEET NO. ( \ ( N FEET ) i \ \ / °v.`.:�a: •. s 4 — PROPOSED STREETTREES:32 — \ \ \ \ \ p°F \ \ \ \ / \ " • : ° �„ WITHIN OVERALL LANDSCAPING CALCULATIONS). — — — \ \ \ \ \ 10 \ =' �'' �� "•`' ACCOMMODATE PEDESTRIANS. 1 me = 40 ft.l •. , `M,.'�"C �, 0 ... _, \ 2 NG pzn� County of Albemarle Comecention Plan Checklist- To be placedon Landscape Plans v• /,' / / / -/ (flandbook,pp lII-284-111-297 for complete specification) I. The ronowmelema be the � TREES UP TO y" CAL SHALL BE STAKED WITH 2-2"" WOOD STAKES. X2 HARDWOOD DOUBLE STRAND Nu GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES - shall akown on plan,y 53 Trees to be saved; J �/ TREES OF CAL. LARGER SHALL BE 4 / / ® Limits of demivg (outside dvptine oftraes to ba saved); GUYED WITH 3 EQUALLY SPACED, TWISTED, 2".2"HARDWOOD STAKE ® Location and type ofpotective fencing; - _ AND TURNBUCKLES. LOOP HOSE AROUND CUT& REMOVE BURLAP FROM TOP / _. / ••' '• •�-•• _. •` ,• - �'' `' '• ® Gmde cM1anges requivrg uce wells orwalls; \ / TRUNK. FLAG WIRES WITH COURVEV TAPE. I 1/3 OF BALLAS SHOWN •% / ` • •` '✓ :: , • ': �•'•.''FfEN• •• .•' ' •'': ': `' • •' •2 Purposed tmol g m tumleling beyond the limits ofcleavng. 2. MarM kk a:. O All trees to be savol shall be marked wit print orribboa at a height clammy visible m egwpmmt operawn. 1 1 7 / REFER TO SPECIFICATIONS FOR FURTHER INFORMATION }_ SCARIFY SUBSOILTO 4" MIN. DEPTH �i MULCH SAUCER / / ,•• `. '•` - -/ , • • '•�X , • •'F •••'.`�• '•x . •• Y • - 758 El No grading shall begiv unit to trce maddrig has bear inspected and approves by County inspector. \!•�I\ � � FINISHED GRADE / '• _--- 3. Pre -Construction Conference: \ S / I TREES UP TO 4" CAL. SHALL BE STAKED. / / ❑ •' •`'••'• // // \ / LOT LOT Trce preservation ana protection measures sM1Nl be reviewed wit to covbacloroasite. / . _ WITH RUBBER HOSE AND 1l; HT.OFTREE TREES y" CAL. OR LARGER SHALL BE I •••'1 ••.•• '• 75a / / / / LQT 1 4. Eauiomem ooemHau and smraee: _,11� 1 GUVWIRES TURNBUCKLES 2/3 UP TREE GUYED WITH 3 EQUALLY SPACED / ••'••••• ••/Gp / ) \ \ LOT 1 0 5 $ 1 Heasy egtupmmt.cluevlm nafhc and etorage ofconstrucvon materials including soil aM1Nl not be perrmtredwhin to driptines oftrees VVV GAUGE HOSE 1 / •••, / / tobesnved. / -"--"HARDWOOD HARDWOOD STAKES, ALIGN TOP OF STAKES AND TURNBUCKLES. LOOP HOSE ANDTWISTED, URNBULES.LO LOOP ..,,. BRANCHES AS 1 / \ LOT \ \\ ] m -^a mA z m 11 Sail EroNln d Sto- Detention Devnes: - SHNDNRUNKABOVE AS SHOWN, FLAG WIRES WITH1 �j \ \ 4\ \ G1 Y m�J my p J �a. n \ 111 SAUCER TAPE. REFER IFOR LOT �� 456. ❑MULCH / ��I/I /J AMENDEDSOILMIX K=a=,_I MSPECS ADDITIONALINFORMATION FOR ADDI / 59�33 LOT 1 Ftrer +„ I\� Ti�- AMENDED SOIL MIX / / - LOT m,II y7 'I o m Manciah, 1I-1 �1 - u COMPACTED SUBGRADE I LOT ® Toxicmatmals shall notbastored within l00feet oftbe dripline oftrees to be saved. .III- � / � mN II -II / I I LOT A m a o° S. Prateclryn1Lp eseFenne: _ CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail ^ LI TretoberetainedmtWn40fWofa / 113 OF BALL AS SHOWN I I 1lFO y v. o Dt- proposeabuildingorgradingactivityeAallbeprotMMbyfmcing _ Not To Scale 0 Fur¢ •ball be m place and AA be inspcte3 aM approve] by a CountyInspector poor to grad'mg or cmn fien. SCARIFY SUBSOIL TO 4" MIN. DEPTH III=11I=11 3/ 9. Tree Went: H COMPACTED SUBGRADE ® Whmltedfor nalevelmustbemiaeawitwntem;pwweofatt�embeaavaaao-eewaBanaubaprmidedanda�natmanwldemil subnutted for 10. TiecW.1h: Evergreen Tree Planting Detail I I (iS) UAP STREET TREES I s LI Whmn egromdlevelmustbelowemda tluntednplineaheetob swM,atrvewallsbahbepfmided;andacomuw ondetail I \- M nuved for approval. Not To Scale sabI I ALONG MCCOMB ST Il. Trencbine and TunnNlne: under deuce neisrequiredwhin to limiiaofcleave itshall adensasfurawayfrom totrwks ofbeesaspassible. cooks.- wderalargetree sM1sll be Considered as an Nfmaave when it is aNicipated that necessary, vmclung will destroy fceder rams. 12. Cleanup: ® Rotedive forcing shall ba to last items removed doming to final cleanup. I / / I _ _ _ � � _ 13. Damaeed Truce'low yet ® Damagedtreesshallb atedimmedrat ybypmu ,frtilirdmo otwmethodsrecommendMbyaheespec6a . CORRECT TRUNK ARMORING ant ROTE: IT ISTHE DEVE PER'S RESPONSIBILITY TO CONFER WRNTHE CONTRAGTORON TREE CONSERVATIONaNal REQUIREMENTS. TRIANGULAR BOARD FENCE J W C OS/16/2022 / / / / ' ' \ \ \ / / _ - - - - / _ - - ° LOT LK) I Source: Va. DSWC Plate 3.38-2 - OWNERSIGNANRE (DATE) - _ _ -y- - - - y \ W / /l - - -'l I\ a LOT LOT 155 /i56 1 _ LOT 75 11p T�' I I I s �� 54 / CONTRACT PURCHASER SIGNATURE (DATE) IH-401 5/l/D6 Pete l of / ' / \Y\ `\ // `-J- / CLING LANE - - = y- / / \ \ -, / / I / / / I ' �3 FAR=7s . i r C27 1992 3.38 FENCING AND A i DRIP DNE� Sn°w FORCE EOARD FENCE II_ `Cq6 FENCE jj 'M ,toomC rFe1Q CORRECT METHODS OF TREE FENCING No. 35791 a 5/16/22 v 11 r U � DO DO In � � W In J L T L N o 1Q-1 rM 1 1 7 \ Inn z .. / LV Na. _ CONSERVATION PLAN NOTES: // \\ // / / EXIS _ - \\ \\\ I I / I / 237 FE-7 =� \� \ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT /I R=75Q337/0� LOT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE / / \ Ln / / / 75 .00 LOT E_ _ / 3 k '. GAR-754.0 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / �/� - \ / / / ( I� E7 ENGINEERING DEPARTMENT. / 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL i3' LANDSCAPE NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. MAINTENANCE EASEMENT � 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES / I / / (P I £ / I / / / IN STIR. #: I I LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE / / - / �i PRESERVED AND PROTECTED. / - - - - \ I / / / / I I/ I / / / / / / ^ii 135 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED ♦ / '. - \ \ I / /I/ / / / / / / / / / ❑ / �7 .00 - LOT ` III J I LQT fV AND PROTECTED. w nI / \ / e / / - 5 1 v I I \ _ / / ( 1 E=752 3 I`. n Q �u ' AR=75o.6 173 ^ ~ 75- 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE / i \ `l �� \ // / / // /O° - I \7�� 34- PRESERVED AND PROTECTED. I ILn -757LOT /.00 - \- t /I \ 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED \ / F' BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, ORii. _ _ LOT OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OFLQT LQT # 1 0 I 13z E= 2 o II ; n R= o.o CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT / / \ \ \ I / �' / / I // - - / I I L°Q� 12 12$ m A9 m 3 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING / / I I - - _ / / / / / - \ / �� aT - - m A S+ 72 3 5i II 6' LANDSCAPE WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. / / - - - �- \ O \ / 75s.00/ In / LQT �I- 12 v m " I I �� I� �• ••. FF -749 LOT AINTENANCE I /LOT (LOT /12 ��4 I I I "„' N S 'v'J-2'A' w wm 8' a 3 13i - 3 7 ♦ 1 INST. #: Q% 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED / LOT SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT / / / U I 120 CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. / / / \ / is7. / U c' m a m z ,+ J �I _ s .r ' - _\ co / / � - / LOT 1T$ 0•� I mp 11 J N'J'r ao � W JN I I�¢-�w' / •^ .. :::: %. X __- ' �:, •. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND / \ a� 76z LOT .� I ,p w _ _ �o J o e a- �p � - .:x 7 PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT 756.67 _ - L 116 117/ m A tD �P yam, r �x �, x V - / / \ \ - / LOT 11 m 7 o a' W �"� W \ 1_ x M M M ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS / \ / - / L.L LOOSENED.114 .n GS / _ M 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN / / 760 \ T 112 n o m p, ... \/ 'x \Uj MEASURES REMOVED DURING THE FINAL CLEAN-UP. / / / •• _ LOT 10 Tv \ N�� o \1- M.. _ - / \ // / / \ // /// / ,.�• `- LOT i0 �08 9 mA \ \ ,o off" / \av x.. 0 '' - ;.:.•5m Av rl 5- / / / / / !'6•; •.�7sa�5d• --�OT 106 7 o P �� .nw'rm �g° x M �°' _ c - �/ /1 WM �''• N� \ � / / / / / .%J: •'' � .. ,,. .: • . . • \ LBT 10 105� ," ,° ��,`"m m o \ � - / / \ / / . • �; . •• . • .:: 103 o n m v, o ` -:' tl / - 1 - I 7= �6 . • :� 74 B 6' . NDSC � 4 m A -+ � o+ o \ / _ �- AR_�z GAR=.. .00 FFE= 6. N G 1 \ / / �/ •. c x ;. - C mG3 �vs wj.� 5 j I� '• •••• / \ / / .I T GAR=7 Ff-yam E=752. 7 SMT=73 o Q / / / � / / / . • . • .% �•• . • m A 1� n W J o ww - � i _ s o - I FE BSMT=74 25 2.8 / 7 AI NTE \\ -INST. #:N / / / . • . • . •. •'. •'. , • - a 1 n n w w 'oi+ - i a A - 7 4 752 4 3 / 1 / _ Z / / k / / / / / . •. •'. •. . •'. •' .Y'' 1 .. / - \\ m`9 Nm"-'1 o w :. �.; �._ °' • -'� 81- l\C ROA x • ` �� I� �. `•/ l i I AR=71-756.33 B� =74 .00 - _ - - T �QT' '' � � 1--I / / / / // .•�• /• //' .: /----`- -off o �. /Rop0,,60P _. /,; \ \" 11 II-..R=75a E'75aj0 S T=746So / LOT 'LQ / //� $ -i.: 7133 Q� W / / \ / / •'. •:. f / / PR X 1 FE- 6 SMT-7.L _j LL x \ / / / • •• • •: •'•'.�' r! 0 , • �'r'',',y ''y _ _ \ � -I Y 7593 7� l 17 6 r �x x / / / .••••�•••• •''•'I°:•• //' `�°�% n° /' � --� \-, ,. \ GA- 33 SMT�/4 So QT -' � If / / / • • • • • •'.. • . G / G R /\/ / / / / / / •.•`.:•.• .:•`3. �. / 758 FF=758.(.do / I LOT'/L/O� II8C I I LO/ / I I J U) \ / .•;. / 756.KIC J M s N• ,756 75 BSMT=7y 8 i / _�-_ x / / s 67 / / LO / $9 W I I I 1 _ : - _ I -LOT / / / T:'• •' S / / _ / / / ,y\ ' 755.}F .i „ \ G�A�R-� BSMT= .So / LOT �90 'LJn- / / / a. • • •• • • • ' •/ y' •• \` ' i / / ^-IM M ,i\ / \ GAR=7y 1 \ BSMB. .00 - LOT / 7 0 \ 9�/ / \ \ / / / I I / / I j / -744 / / / xj�9 W �Qo4 �� O V / •• ••' /• x. /�/ OT /F R758 .33 � '. _ /mac =75 � 5 \� / / I I I/ j4 .; F• •' fl _ \ �:• J _\ 1•'.• •.•. .• •. ,� / L� \ _ -L�� _-_ / \\ � 6 / �. •�:•' •'.�' _ LUl •. _ ;.•; •'.•; .• :._ •:. •: . , ioi _ -nR� 7�e a� i on_ / \T _93 \ \ � \ \ /_ / � / // . / \/� � ,.' � I \\ \\ L� Q ~ � /•�•;.•' .•' !•' •. ••.. ,�'' x _� \ // :::,:::..// _ /- -LO\_ \ _ -�� \ \\/ -/a / � - / � / -' / /�`�. /. to o a o o �I \. \. •� •• = I --I . •.•• .• `I 1• :j _ - i = BSMY 74 SD _ - \\ \ \� 1 -r-.., f,--./.i:// '/ _''�. ,r o O° 0 LU •.• .• .•,. z; \ o.\.•'/ \\ / 74. II `�\\ I z5s 7 77 \ \ 94 \ (v • \. . • •'. \ !• v.;- \ \ \.. • . 'Z 75733 .:. \LQT - -- \ \ -3 at ` / •- - .'- . II .• .• SWM .'-y. �- '. /LQ 75 X\Y II5542 MT=74 7 9�' �/ 'rF - T v � •. - - \ �-� ..• •.a' -/ •+° /' o9'O o 0 0 0 0 0 ,� W Q e -• r o L \. FACILITY B -'• :, / /.••. ..=756.08 - LOT \ 9 / .••- p f. / - x \+ t.G •. _,f. \ 100 / / ij -t )'C BS T= I \ �. r•ry. p �_ O 11an/. F cieri• \gym /�'TS6l .%.� {4 I 7 \ 97 \ \ \�\/ / P �•' / %s`/�.. U. ry..� \ `\ :. / �. w'> '^. .i / LQT \ \ \ J / _ / •'9 •' •'74 '�'. • - i<. / -' _ '.I / . / / _ - r�O \ D \ j , x �': �\ F ,, /` i I / 8 I \ 4 l'• PROPOSED TREE • '. •' ••• '. :� .t \. , y r'. •' LOT I 9 _ T4 136 •',�3: - �-', ^ - N \ ✓Ly., a :r >, . o PROTECTION FENCING J �• _ - 7w I / - o - Z H „• 99 I / :\, iooYRFLOODPLAIN- .� •�. s rUl - 1 w > - O• /. ND / - 2 MAINTENANCE EASEMENT ae ., w. ! i -LU INSTR. /LU \ � '::�•� / 73 O LLJ „�- �\ >............... _LU ............... .� / o 0 o t L LIMITS OF STREAM - o ---/ q a OPEN SPACE H / \ R (TYP.) \ o \ \\ -et Q o o® o o o o .o o (WRO BUFFER) \ I / \ o \ pa \ �'•♦ .: /.Jr'. r ♦. r•�•...a / /. / �/'r �� O p '��uL_O.. p � OO � p.. � \ i \ � - - - - - �0 � o �_ � o o PROPOSED LIMITS OF 5.z73 AC \\ \ \ I o o / - - - - - - - O Q t N _ - TREE CLEARING (TYP.) \ I1/ � \ _ � \ w \ d \\off \. / ../../ /�.! / o o ° // ��/ 1' \ \\ {/ o / _ \ (V /J ///�l ROPERTYLINE \� /I / / o /// / /// �� C _ GAPvHIC SCALE / �; � � � � �� - / // / / � ,, v� OL \ ------ c ® / // 1 JOB 15O. \ \ \\\ .. . / `� �0 0 20 40 \ 80 /) 160 O p a-Q ,g �\ \ \\\\\ �. / \ - ----/ -- -� _ \----- - \O ° \ \ _ C -O- \ _ / / / // SCALE IN FEET) °-- ��\ ��\ -tea O O� o r��- o �e o ° ° '----\ \\- -_- EXISTING STREAM - /// �/------I I - SHEET NO. S \\ Q \ t� \ \ 1 inch �pft� \ \`�- - - - - - \ \ ---/ / // / - _ ��-- 25