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Home My WebLink AboutSUB202000226 Plan - Revision 2022-05-23GENERAL NOTES OMNER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMER/CA DRIVE SUITE 1100 RESTON, VIRGINIA 20190 DEVELOPER: STANLEY MARTIN HOMES PHASE 2 404 PEOPLE PLAN SU17E 303 CHARLOTIESVILLE, VA &VII PLEASANT GREEN ENGINEER: CO A%S ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE VA 22902 (434)293-37/9 TAX MAP NQ: OISSCO-03-00-00040 - STANLEY MARTIN HOMES LLC (16.278 AC) 056A1-01-00-025W - STANLEY MARTIN HOMES LLC (1.84 AC) FINAL ROAD PLAN AMENDMENT 056Af-01-00-029RO - STANLEY MARTIN HOMES LLC (1030 AC) PORTION OF EXISTING CLING LANE R,w - 0343 ACRES W H I T E H A L L DISTRICT TOTAL AREA: 21.284 ACRES (PHASE NB & PHASE Ill - NET ACREAGE) NODE PHASE l (RECORDED NV JANUARY 2020) S /Q377 ACRES & PHASE NA (RECORDED /N MAY R-eRE54933ACRES STA ALBEMARLE COUNTY, VIRGINIA ZONING R-6 RESIDENTIAL, STAI�ARD LEVEL - (XUSTEI7 DEVELIpMENT M1TH FLOODPLA/N AND STEEP SLOPE OVERLAY DISTRICTS PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENTINCLUD SPf990-OOf03 LOD2014-00009 LOD21221-00018 SU82015-000?9 SU612017-00099 FDP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND 7OMNHOUSE UNITSS) + 28 SFD UNITS (NOT )NOLUDED W/ SITE PLAN) NOTE 28 SINGLE FAMILY DETACHED RESIDENTIAL UNITS ARE INCLUDED WITHIN PHASE 118 - TOTAL UUNITS WI77IN PHASE 119 & PHASE IN ARE 175 NVIT5T BUT DIM 28 UNITS ARE NOTPART OF THE 97E PLAN.\El ❑I n' I u —1` , NOTE TOTAL UNITS WITHIN PHASE NA: 24 UNITS (14 SFA UNITS & /0 SD UNITS) DENSITN ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOPMENDIF DU/AC (NET DENSITY) I ---- I — PROPOSED DENSITY: THE OVERALL NET DENSITY FOR PLEASANT GREEN 8/IY PHASE /,J--- PHASE It, AND PHASE N DOES NOT EXCEED 6 UNITS / ACRE PHASE I RECORDED ACREAGE - 10,377 ACRES & 50 UNITS o I \ PHASE IT 4 /N pt055 ACREAGE = 31.091 ACRESACRES(GROSS ACREAGE) \ PHASE I/ & IN NET ACREAGE - 3OL70 ACRES (NET ACREAGE) -� -- 0 ---� \ I I n ' ', I OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 UNITS / ACRE = 247 UNITS OVERALL PROPOSED NET DENSITY - 247 UNITS (50 UUN/75 - PHASE' 1. 24 UNITS - PHASE IRA, & 173 UNITS - PHASE 16 X PHASE Ill) I LLLIII u OPEN SPACE: TOTAL REMTED OPEN SPACE (25X OF TOTAL PLEASANT GREEN DEVELOPMENT) - TOTAL REQUIRED OPEN SPACE = 41.466 ACRES x 25S = 1Q357 ACRES TOTAL OPEN SPACE PROVIDED: 1. PHASE / OPEN SPACE 4.243 ACRES (PLATTED - DR5264. PG297)) N — — — — - — — � EXISTING RAILROAD 2 PHASE llA OPEN SPADE: 2367 ACRES (PLATTED - INST.20220005001) d PHASE 0 & PHASE M (7,870 ACRES - X62S TINS PHASE) � :::;: :.. OPEN SPACE A- 0,469 ACRES OPEN SPACE B = Q206 ACRES -- _- -- - - OPEN SPACE C - L378 ACRES OPEN SPACE D - Q142 ACRES - T - :'i OPEN SPACE E - a192 ACRES OPEN SPACE F - a122 ACRES �- -—MCC-OMBeer — �- I ,, ' STR-� OPEN SPACE G = Q086 ACRES OPEN SPACE H = 5.?73 ACRES TOTAL OVERALL OPEN SPACE' PROVIDED: 14:480 ACRES (--A= TOTAL OPEN SPACE) 6 NOTE � ,�^" aW�g� .' '� ( ��,;� � PHASE 1. OPEN SPACE TO BE ONNED AND MAINTAINED BY THE HOMMEONNE RS ASSOCIATION. I I I ALL OPEN SPACE SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT 13 DOWNERS /N THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE,, - - CLING 2 OPEN SPACE H /S THE PROPOSED OPEN SPACE LOCATED WITHIN THE NPO BUFFER Q \ j _ - - - - - - \ or j — _ L _ _ �I_ F _I_ /• �, (PROPOSED GREEN WAY AREAS v , - _-- , �� LOB, I,• u I I' �I,� �l d OPEN SPACE F AND OPEN SPACE G INCLUDE Q 142 ACRES OF ADDITIONAL OPEN II SPACE LOCATED WITHIN PHASE NA (BUT NOT PREVIOUSLY PLATTED WITHIN PHASE NAB �` �: PRESERVEVIVANAGED SLOPES° PC PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON STREETS 2 d 3 AND SHEETS 11 THROUGH 1.1 THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH LET THIS FKAIV '• - — _ - -I-- r I 'mr m L _ - ,o. BUILDING HEIGFl7S'` MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 33 FEET � I � � _ „ ° , � BUILDING EAVESHEIGHTSSHALL NOT EXCEED M FEET ON ANY SFA UNIT M � I _ I- � sA. SE734CK& FROND 5' MIN/MUM (25' MAAMN FROM R/W OR EDGE OF SIDEWALK) BUILDING THAT EXCEEDS NONE - MIN. f0' BUILDING SEPARATION (ANY 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10 PLUS / FOR EACH � :r.. :o, \ ,,, • '_,. '--=`" _- '-- _.--_ _ --_-.. _ - - - _j:;: FOOT 7W BUILDING EXCEEDS 35' IN HEIGHT? REAR: 20 MINIMUM \, "v � O o, .°; � I E I I - -- — - •r`, GARAGE. 18' MINIMUM FROM THE R OR THE EXTERIOR EDGE OF 7Hf SIDEWALK a, . ...: 31 I r ,' _ um� s �, _ I 1' 1 e LOT SIZE NO MINIMUM SIZE AND NO MAXIMUM SIZE REQUIRED -' _ R � ,� wr ��, SUBDIVISION STREETS: CURB dt GUTTER (PUBLIC 57REE15) WATERSHED LKWINGHOLE CREEK WATER SUPPLY WATERSHED AORICUKTURAL/ FORESTAL DISTRRICT. NONE OT O, '\ _ m / EIA1 TOP� SURVEYi nW BOUNDARY LINE PARCEL NVFORAHATIQN AND TOPOGRAPHY MERE FRONDED BY \----:-•..� ROUDABUSH, GALE AND ASSOCIATES NV JANUARY OF 2019 AND UPDATED IN MAY 2022. _ .:: :<:::.:."'- _. .. \ •. - . .. .. _ .- .... / � . INFORMATION WAS FIELD WIWAW BY COLLINS ENGINEERING IN JANUARY OF 2022 ' 4 / DATUM: NAD 83 5 OP I SPICE I EXdSTING VEGETATION: PARTIALLY MGODED. PORTIONS OF THE 677E ARE CURRENTLY UNDER CONSTRUCTION , .; :.,•....' ....-. .... ..... ., � - _ -- PHASE :. _ '.. `_ .. ..• 1 : r • WE REALTY PARTJERS LLC PHASE l CONSTRUCTION /S NEARLY COMPLETE - — Tap 056a'.00 X-115(X 21.854 OF PG 5E2 LIGHTING: NO STREET UGIH77NO IS PROPOSED WITH THE DEVELOPMENT. ALL PARCH LIGHTS MUST S w MEET THE REOUIREi"IS OF SECTION 4:17 AND BE BELOW 3000 LUAHENS .... .. a PARKIN& PHASE NB & PHASE N DEVELOPMENT / \ �f a\\ :S 145 SFA UNITS = 290 OFF-STREET PARKING SPACES REQUIRED — " °- . 28 SFD WITS = 58 OFF-STREET PARKING SPACES REQUIRED _.................... .. (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE)- - — _ PHASE �- llA PARKING 24 fNVl75 (48 PARKING SPACES M/1H GARA(sE X DRIVEWAIj__ I TOTAL PARKING PROVIDED: 394 OFF-STREET PARKING SPACES _ _ � _� _ _ _ _ _ _ _ 1 GUEST PARKING SPACES REOUIRED:1 SPACE PER 4 UN175 (145 SFA X 1 SP/4 UNITS)) + PHASE NA GUEST PARKING (14 S'A x / SP/4 MIS) = 40 SPACES TOTAL GUEST PARKING REQUIRED (PHASES //A, ND X & X) - 40 SPACES REQUIRED I I I O - 6 GUEST PARKING SPACES PROVIDED (WITHIN PHASES //A, NO AND IN): I I I I I _ 2 ON STREET PARKS BUTS MP-OU(LEXI.MDWMHUUDSONBDVPREE)- 17 SPACES TOTAL QUEST PARKING PROVIDED - 48 SPACES T�- L_-- L I �I ❑I l ('� �� J \ I I 70TAL PARKING REQUIRED. 394 SPACES + 40 SPACES = 434 SPACESc:7 -_ �-- _ 0- -- TOTAL PARKING PROVIDED: 346 SPACES + 48 SPACES - 442 SPACES ON STREET PARKING AVAILABLE WI INDICATED BY SIG NAG& SEE 97F PLAN SHEET T - — - L - I / ✓ �\ — - FOR SGNAGE ALONG MCCOMS STREET PHASNG THIS PROPERTY SHALL EE DEVELOPED WITHIN 3 PHASES. CURRENTL K THIS PROPOSED - PLAN INCLUDES PHASE NB & PHASE A PHASE l IS COMPLETE AND PHASE AA I5 � _ _ l \ �❑ \ - - - CURRENTLY UNDER CONSTRUCnONI - _ _ BUILDING SITES: PARCELS f03-247 EACH CONTAIN A BUILDNG SITE THAT COMPLIES WITH THE REOUIRfMEN75 OF SECTION 4:21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE BURIAL 97ES: A CEMETERY EXISTS ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26 IHE — - - \ / \MEN CEMETERY SMALL REMAIN AND WILL BE PRESERVED WITH THE DEVELOP110VT SEE EVS77NO COND►IMS AND 97E PLAIN SHE£IS FOR LOCATION OF CEMETERY. STREAM BUFFERS THE 100' STREAM BUFFERS S/ONN HEREON SHALL BE MANAGED NV ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLA/N: A PORTION OF THE RESIDUE PROPERTY lS LOCATED WITHIN A FLOODPLA/N 20YNE AS SOWN ON FEMA MAP/51003CO2290, DATED FEBRUARY 4 2005. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WIN THE DEVELOPMENT. LANDSCAPING STREET TREES ARE PROPOSED WIN THE ROAD PLAN ALONG THE NEIGHBORHOOD STREETS NV ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS SET FORTH IN SECTION 327,9 OF THE COUNTY CODE TRASH: EACH LOT SMALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREA770V AREA: RECREATIONAL AMEW71ES 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 TRAILWAY SMALL BE CONSTRUCTED ALONG THE STREAM PROWONNG A PEDESTRIAN CORRIDOR THROUGH THE FLOODPLA/N AREA AND NATURE NOTES TRH' 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO E1774ER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 4) THE OVERALL PLEASANT GREEN PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE. THIS PROJECT AND THE MODELING OF THE DAM INUNDATION AREA HAS BEEN REVIEWED AND APPROVED BY DCR WITH THE PRELIMINARY PLAT AND HYDRAULIC ANALYSIS OF THE DRAINAGE AREA AND FUTURE ROAD CROSSING / ROAD CONNECTION TO ORCHARD DRIVE. BOTH THE SUNNY DAY DAM BREACH AND THE PMF DAM BREACH ARE SHOWN ON THIS PLAN. 5) SFA LOTS 103 THROUGH 161 AND SFA LOTS 170 THROUGH 176 SHALL NOT RECEIVE BUILDING PERMITS OR CERTIFICATE OF OCCUPANCIES UNTIL THE CONNECTION TO ORCHARD DRIVE HAS BEEN CONSTRUCTED. THIS CONDITION ALSO INCLUDES SFD LOTS 83 THROUGH 102. 6) THE SIDEWALKS AND STREET TREES SHALL BE BONDED WITH THE ROAD PLANS. SHEETLAYi O U T NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE CODE SCALE . 1 = 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 00n0nCCn CInCIA/AIV 1C Inn CC TRIP GENERATION CALNLATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED ON ITS 9,4 0.74 0.99 164VPD 21VPH 2RVPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (SENTER/16EXIT) (1 ENTEVIDEXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS TM OA6 0.56 1062VPD 67VPH KVPH PROPOSED -195 DWELLING UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTER/30 EXIT) 1,32G VPD BRVPH 110VPH TOTAL: 173 PROPOSED DWELLING UN ITS (663 ENTER/663 EMIT) I20 ENTEII/66 EXIT) (70ENTER/00EXIT) °TRIP GENERATION CALCUTATIONS BASED ON ITE TRIP GENERATION MANUAL(10TH EDITON) LA I FTFL H CROZET CR0SSLNG O C K AYLANDS CRAFT 1w WAYLAND PA ' SITE Starr k t Crozet � REA PARK VILL/ VICINITY MAP SCALE: I"=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 17A ROAD & WATERLINE PROFILES 18 SANITARY SEWER PROFILES 19 SANITARY SEWER PROFILES 20 STORM SEWER PROFILES 21 STORM SEWER PROFILES 21A STORM SEWER PROFILES 22 DRAINAGE MAP 23 DRAINAGE CALCULATIONS 23A DRAINAGE CALCULATIONS 23B DRAINAGE CALCULATIONS 24 LANDSCAPING PLAN 25 LANDSCAPING PLAN 26 SITE DISTANCE PROFILES 27 SITE DISTANCE PROFILES 32 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXIS77NG VEGETA7711E/LANDSCAPE BUFFER GREEN WAY BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN VDOT STANDARD STREET SIGN EXISTIGNG CONTOUR �9 PROPOSED CONTOUR zee 506.77 TC PROPOSED SPOT ELEVAT70N so8.2/ EP TB TOP BACK OF CURB DENOTES T� DENOTES TO�OF BOX 506.77 TW PROPOSED SPOT ELEVA77ON 506.21 Bw 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 OO OO OO OO OO 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 5/23/22 Z - o O 0_ U f u V m ^� w c<n � J Z a N o � Lnn z W � ~ ce 0- in Lu U) IIIIIIJ Lu J� Q L�1 Lu 0 Lu Q a Q Q z Lu I —A > LL O Lu Q 0- �. u Lu I0. V L0 Lu U w F w w � x d � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 _ ___ \v__� � u ------ �---- 1------- --- F \ - -- -------------- SCOTT R. I -- - No. 35791 --- --- `--------------- 12 27 21 \ `_________ EXISTING RAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER �SSIONAL 'F1 GRADING PROPOSED WITH PLEASANT GREEN IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - - - _-__-_______1 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 ------------------ ------------ __, - - BLOW -OFF PROPOSED UNDER PLEASANT GREEN '` PHASE I ROAD & UTILITY PLANS SUB-2019-00071 PHASE I ROAD & UTILITY PLAN SUB-2019-00071 -EXISTING RWSA 12" DI WATER E� -`-' t ' rh \ r�`� _ GREEN PHASE I ROAD &UTILITY PLAN -SUB-a 1 - 1 NT of awe ' PHASE I ROAD &UTILITY PLANS SUB-2019-00071 / ' k EXISTING RWSA 12' DI WATERLINE OA0-11 OR DGEANDJAR nSANSGAP' ,,'' ,'� �' ,' CULVERT PROPOSED WITH THE PLEASANT / k T TIE -INTO EXISTING 8' WATERLINE PROPOSED WITH Po 9 0007T Isran7cET / ------ ' _ GREEN PHASE I ROAD & UTILITY PLAN - r _ 1 / \ r - - - ,-'�— SUB-2029-00071TO BE REMOVED o \ o - i o \ w w w w w w w - w __w- w w w w-------- \ �w ` w w —w w .µs. ': a •_` - -_— - - - w w - - - _ MCPROPOSEDOMB EUNDER PLEASANET ROAD T GREEN, - ----- > _ _ -- r Ty 7 -Au PROPOSED _ - - YROAD C2e—" - r - _w -- / L53 54, _ 55 t _ - -- — - --E w -- - - -- - AS UTILITY PLANS SUB 2019000 / , ------------ - NGA AS DIWATERLINE w m u ter_ EXISTING BARN TO BE / - --.- � F TED FOR USE BY PORTION OF EXISTING 6" DI WATERLINE AND �` ,/ _ _ 4� a�"ze/ '� �' RE TOHEAN NEIGHBORHOOD / / �� _ �v zo' PUBLIC DRA1`� A L u z `, IN E EASEMENT O w u U EXISTING BLOW-OFFTO BE REMOVED. EXISTING ESSR _ _ _ _ �� \ l f-D.B. Sz64, PG.297 �G \— - - — - - — - - O C Lf)r VACANT SERVICES SHALL BE ABANDONED. CC 5 - _.�_-- - _ - - <=-' r\ , , EXISTING HOUSE TO BE / ' ' , �Qv �...� / v V rr P EASEMEN - C22 > t , . 5.K' a : ' m Q H a -------- L \ . CONVERTED TO A CLUBHOUSE FIRE HY PROPOSED UNDER PLEASANT GREEN s� c O u --- SJ \ / r -- \ m XISTING RWSA 12" DI WATERLINE ' PLEASANT GREEN PHASE I ROAD \ \ r' ' = / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 36C ICE M T a z a C23 , STORM SEWER PROPOSED WITH � \66 In r r �yo / \ \u �i\ ti 1,1 OR )1 T) �m1 O Q O of a v 20' WIDE PAVED EMERGENCY ACCESS ROAD & UTILITY PLAN - SUB-2019-00071 \' ,' 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN T�{P 5 R UR J 323 p 6 �pLA \\ a j PROPOSED WITH THE PLEASANT GREEN PHASE I - - ' \ ` P HASE I PHASE I ROAD &UTILITY PLANS SU_B-2019-00071 AR D$ S \ \ O ROAD & UTILITY PLAN - SUB-2019-00071 - J \ T� \ r r \ Y, xA C-� _ pEs pG $ 6 \ \ v m v, / -p v I- V / i / N�E 4436 4, D G, R v v O z O C / TO BE REMOVED WITH PHASE 11 AND 14 STREET TREES ALONG MCCOMB / // ' / \ P • - \ X $$ G 34 ONIN / w m O / / r REPLACED WITH MCCOMB STREET ( ) r \ '' ,;^ 265 p ti �I O ¢ O ° / , STREET TO BE REMOVED AND REPLACED r \ \ i ,r,r ir, \ „r'gr, / / nq \� z V o EXTENSION r / sir' / GRADING PROPOSED WITH PLEASANT GREEN \ H O F w ¢ a CULVERT& OUTFALL PROPOSED WITH THE _ ------ _ _WITH PROPOSED IMPROVEMENTS �, \ , 2j \ \ , / _\ \ PLEASANT GREEN PHASE I ROAD &UTILITY / ' - - _ - - �� < \ _- i '' ' � \G' 20' PUBLIC DRAINAGE EASEMENT PHASE I ROAD & UTILITY PLAN - SUB-2029-00071 \ z w u PLAN - SUB-2029-00072TO BE REMOVED / / - _ - _\ / O ',', C d� D.B. 5?64, PG a97 zo' UTILITY EASEMENT \� _ _ W Lu Lu m Q a r' \ r 1V A i- , r"r 'D.B. Sz64 PG. zg7 T 56A1 1 � In,O l ,- r---___-__- ' i i `v� __/ i r��r'r' 6" SDR-z6 PVC SANITARY SEWER LATERAL N/� ILV M 34 a o ; / ''s�� ' / ROPOSED WITH PLEASAN GREEN PHASE I B 5 0 \ wLu 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN / ROAD &UTILITY PLAN -SUB-zolg-00071 DB 0 67 (PLA > o ` .' / --- ->♦a-__ S&1 _ .r�� \ ^;' 14Z1 NING3 R6 Ow > T PHASE 1 ROAD & UTILITY PLANS SUB-2019-00071 i - / v - ---_ __-- `v �r° / \ \ u STANLEY MARTIN HOMES LLC __\.. _ _r' / STORM SEWER PROPOSED WITH / TMP 056A1-01-00-02500 _ PHASE 111 EXISTING CUL-DE-SAC / / 1.8500 ac. PLEASANT GREEN PHASE I ROA- / INST.jF.202100004144 /' & UTILITY PLAN -SUB-2019-00071 \ �\ / N/F RITZE , MISTY DARNELL \ TO S REMOVED WITH / ,r -740 \ ( ,' 6/ ,' \� \ ��\\V 62 PC 12 I, __---- PHASEIICONSTRUCTION _ � � r � - - \ DB 576 PG 3 PLAT / o EXISTING SANITARY SEWER / \ A 20 PUBLIC DRAINAGE EASEMENT \ J ,' / / , \ i t II \ D.B.Sa64,PG.z97 R6 i O TMP 56A1 i- \ ' / \ _yz' - ' ` PHASE LINE (TYPJ C2 N/F PIR Y, H L. I \ 2 TO BE REMOVED AND EXISTING t r /r / ,-- _ - ,� �N ,/ ,'' 20' PRIVATE DRAINAGE EASEMENT - v ` \'. \ \\ OR T SA F. EA_SEMENTTO BE VACATED / ` _\ �^ / \ r \ \ \ \ ` _ ,' ' STANLEY MARTIN HOMES LLC ,' / U/ ,' `' / i 'J 5 4� 97 ------ \\ \ BM 0 D.B. z6 PG.z \ DB 2143 PC \ TMP 056A1-01-00-02900 / ' STORM SEWER PROPOSED WITH \ \\\ TOP MH=72 .53 DB 150 PG 23 (PLAT) 0 LIMITS OF PMF ' / 3.03 ac. / ,' / / G: 6 \ / , .;� \, - r i / PLEASANT GREEN PHASE I ROA T \\ / N + a -' �� \ INST./J: 20220005001 / < ' DAM BREACH-------' ,' t 0 , , / / /' \ ' ' -& UTILITY PLAN - SUB-201 000 1 ' 1-3 := '\ ,l 1 t, PORTION OF EXISO BE REMOVED � � --' I -x g 7 ` zo' UTILITY EASEMENT F ,� / / ' PHASE I I ,' - f ,' / / `\ \ � / I r 1 D.B. Sz64, PG. 297 N . N E \ LS \/ \\ __ / -aye--- / /t ,--_'' ��..� r'/ //' \\ `�\ • \ -3e- / •i tt i = h.. - -. `\ T 1 \ \ / 56A1-1-33A \\ .ti N .N-i o - - -' s \ �\\ N F BA ER, JAMES L. OR \ GRADING PROPOSED WITH PLEASANT GREED CORES J. .iv` r r / ,\ C6 - ; \ 1 e \ D 90 PC 389 \ \ �' / V ' /1. 6 _______-- - R _ TYPL N- UB-201g-00071-= \ `\ ' ty E I OA UTILI ' a DB 1980 PC 534 PLAT, Y b ? - �"\.-\ y\ __ _ H/' _---- - I �+._ - I 1 TOP OF .85 (PLAT) C2 O Cl28 , _ _ _ _ zo' P IVATE DRAINAGE EASEMENT. ZONING / ` ` STREETROAD CO 20' UTILITY EASEMENT D.B. 5z64, PG. �97NA NT L G: R2 I \( / -�- UPREE ST EENSTRUCTION _ �D�6 26 PG. z 3' 1 I% TM 56A1 -33 / ,/ ■ / ,/ // r \ \ 011 - -- \, r' ,/� --� / /- 5 4, 97 - = , I 1 \ \ \ I CA D� \ so I - ,t PROPOSED UNDER PLEASANT GREE I l4' � / i N F SH DAN OR \ �I NE \1 _---*3B------ / PHASE 11 \ -_ _-- PHASE I ROAD & UTILITY PLANS SUB-2019-00071 FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN t \ v / 1 A /� STANLEY MARTIN HOMES LLC - r' / ` - ��/ - r l r r 1 \ \ ANG TAii TMP 055CO-03-00-000AO r' / / I \ `` / ,/ PHASE I ROAD &UTILITY PLANS SUB-2019-00071 ' �/ \\ DB 2413 214 R,�'M ��MP 5 -1-32 ~ -wz �� 16.28 ac. /' / ,' I \ _.- `, o / ' / / r r , I/ I �^ 1. 1 Vh \ li \ ('7 ,'' / // i "�'w ■ --____ ----- INST.#:202100004144 / /� 1v \ I `. / `i:6'_ % ' '/ �_ '� '� / i / i i �` r I I --- A lit v izav Vv B 19ZONING: R 80 PC(PLA N/F BABE$0 JAMES L. C7 /6" DI WATERLINE PROPOSED UNDER PLEASANT GREEN / d 'y \ j 11 / / �i,l - - - - r I I D PC 474 J H --_ / , '\ - - - - \ / - - PHASE I ROAD & UTILITY PLANS SUB-2019-00071 / ; ^I �\ ` GRADING PROPOSED WITH DB 12 5PC 397 7PLAT N 2-twSTANLEY MARTIN HOMES LLC / �A r r :� : r� l \ III PLEASANT GREEN PHASE IROAD / , r' r' r' ,LIMITS OF PHASE I / , / ' / / 1 --� / // /_ --T^ TMP056A1-O7-00-02600 /r r r/, _ /y/ &UTILITYPLAN-SUB-zolg-00071� TMP56A1-1-32B r i H ■ Lu Lu EXISTING too' WPO / ' / az / r ' / -�sfi' , / , y , i� I -� / N / M r l /'_ ---__ / , / I \ 4.744 ac. / _ , , / - / , allc , I I I \ N/F SABER, JAMES L. Z N. \\ STREAM BUFFER INS_T.//:202100004144_ / / ,1,erj�� , , ao' UTILITY EASEMEN �r;' . l`4 ALSTON STREET ROAD CONSTRUCTION \ OR DECOKES J. FROM STREAM BANKS, CONTIGUOUS �m - / r , , - __, / FIRE HYDRANT PROPOSED UNDER PLEASANT GREEN ,'r % Y D.B. Sz64, PG. 297 r 4 PROPOSED UNDER PLEASANT GREEN DB 1222 PC 394 N J \ WETLAND AREAS AND too' FLOODPLAIN /r r r ; \ --_� ' ,' f / - PHASE I ROAD & UTILITY PLANS SUB-2019-00071 ', j j / ' n \\ / PHASE I ROAD & UTILITY PLANS SUB-2019-00071 \ \ (397 PLAT) / TT z \ \ \\ '------ ---'� `� / � - - � y� ♦ �_ --� / � ,' / , ZONING.' R6 / / - BLOW -OFF PROPOSED UNDER PLEASANT GREEN 'i / / `� �`� STORM SEWER PROPOSED WITH TMP Al-1-32A \ -''k _-z�`_/' / �� _--'/ //i, / _ ub ' �\\\ a;`�- PLEASANT GREEN PHASE / N J --- �L 'r �� r PHASE I ROAD & UTILITY PLANS SUB-2019-00071'/ - \ N/F --- R, TROY T /-_-� _\ ,---- s' /&UTILITY PLAN -SUB-�2/01 0001 � `'�,LIMITS OF -- -- -----/ \ .� w �ttt / r 1Cy�%r/ 9 7 DB 21 4 PC 658 ) N / -+_ _ _ _ ' ' .J �,�/ /n / / f \ /'// /' U i r r \ DB 250 2 LAT SUNNY DAY - I _ ___ PHASE II PROPOSED" r '// �� ` 1 ZONI C: 6 EDAM BREACH / - - - �' _ _ --- - _ _'_ D' 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN \ ; O z .-,,..:_=•.-�.�----r _ - ------ 5 - - __ ASE I R PLANS SUB-2019-00071 - ROADWAY EXTENSION AN I I I \Y � � `�\ _ /; ' � - / PH ROAD &UTILITY PLA ../ O ° 1,6 ' ' �— = ef'o -° °-' \ _-��--'' .''--r""�_,�—�°4 j,l\II\I�\ C1i / ; / /' \uwl'l - ql i Lu FEMA too YR NNE J J \ CONNECTION TO TMP 6A 1 z ` y �\ % r �, / ° / FLOODPLAIN - °'O'„ ° ' \`\`� \"'I+ i �2 �ti, , y /r \ J 8" DI WATERLINE PROPOSED UNDER PLEASANT GREEN' - �� . A "' y' \ ' \ �' z J FEMA 10o YR °�'O ° q ° ° ° _PHASE I ROAD & UTILITY PLANS SUB-2019-00071\\ 9 ° �� , +, /, \ ,r 1 \ w ~� O r'v ° \ a f t 20' UTILITY EASEMENT u C FLOODPLAIN- 7 'r `�`� 'a \ r/ • \G D.B. 5264, PG. 297 v ALu fL��L` STORM SEWER PROPOSED WITH / i ii7/`} ,\'•\ O ' VAR. WIDTH --- - X \ ` ' a LEASANT GREEN PHASE I ROAD\ 4/ - J N ° °/ ° ® \ GREENWAY X PHASE I ROAD &UTILITY PLAN -SUB-zo1 0007N , & UT PLAN - ' y/ ° EXISTING STREAM_ u \ GRADING PROPOSED WITH PLEASANT GRE ' \06 ° `,, ° ° ° \ \ EASEMENT \ - --------X=F - 9 \ �\ \ - UTILITY N SUB zolg-0007lr', -Lij / _ --__ ° ,''_ ° ° ° - '-D65537c PG745 ` ° - ' O `�� cVDOTSTANDARD ROUNDABOUT PROPOSED, P 20' PUBLIC DRAINAGE EASEMENT / V 1 �l ryrl °° �/- - ----' �_-- -,' `\ ° ° ° ° ®® ° ° V o`m o ° °`� o ° ° ° ° e__ / k- \ `'°h,.' 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'--LU I R L28 245 470 556° 32' 34.15"E L63 23369 S47° 35' 53.81"E C28 34 510 268.5oo 007.3642 � ' L29 97000 N57°yo'S3.65''E L64 g.619 547°35'5567'E C29 244.364 424505 o;zg848 �"� / / \\❑ \\ \ ` \ I XISTING6"DI WATERLINE �; / /\ CULVERT ��^ \ Lao 82.000 S71°16'41.15"E L65 15374 S24036'48.52"E C30 24.029 23.500 034.2046 \ / ,/ \ , / I I 1 I / \ \", LEASAN PLAN - SU L31 140.000 S52° 54' 19.15"E L66 27.000 S86° oz' 29.04"E C32 152.860 963.500 009.0900 Liz 26g.000 S42° 30' 30.25"E L67 105.428 N25o 59' 24.77"E C32 32.624 23.500 079 5415 Imo\ �/ / \ \ \ ' / \ 1 `� N \ / �\� V / / L33 296.00o S450 45' 28a5"E L66 z59.000 S51° 04' 52.z3"E C33 4875 333.500 000.8376 / / / / / EXISTING 8" DI WATERLINE L34 z35 000 S37°33'38a5'"E L6g 516.079 N45°55'S549"E C3y 160.767 3o6.5oo 0337919 1 OL35 87.530 582° 22' 1ya5"E L7o 293.682 5600 24' 27.57"W EXISTING CUL-DE-SAC '---> i TO BE REMOVED WITH r� $ / / _---- PHASE II CONSTRUCTION EXISTING DRIVEWAY SHALL BE MILLED XIS 8 R O / / - - - - L N \ TING "DIWATE WATERLINE / \ EXISTING SANITARYSEWER F & OVERLAYED WITH NEW PAVEMENT! / / \ / TO BE REMOVED AND EXISTING 0 N AND CONNECTED TO THE PROPOSED I / / Ln EASEMENT TO BE VACATED ^ EMERGENCY ACCESS ROAD LIMITS OF PMF DAM BREACH ---___/ LIMITS OF PMF- \ �'�,f`�/ / /,'��- �,' / / N , \\ / � / •6s3eE 226.8d _ _ -_ '� j ---'' PHASE 11 DAM BREACH •✓/ ' / �\ \ \ , N //�/= , c._ - // ✓,/ It ID /'' ' \ \ / .\. ;i• / � /' \ ` , l \,-' �1 ' s/ // I / / LIMITS OF PMF 1• �3+% M ,' -•�..` \ \ / / ,'' / / \ K DAM BREACH / / / / / - -- \ \ C5i / ✓_ EXISTING SANITARY SEWER EXISTING MANAGED co ---- - _ s/ MANHOLERIMELEVATIO / - \ / , _ ---- \• / / LOPE (TY CAL ' ` s/ /' �'�� TO BE MODIFIED /LU ' / /PI )' /' /' �J\ \- / i ,' / -rN`�- '---- / _ i i i ( ' - _ �'j'�) /�'' s/ % -- ---- STANLEY MARTIN HOMES LLC '� ,/' /a'� // / / �/X -'�X---- /�/ - U \/ /' \ / s/ l� ---- -- -- TMP 055CO-03-00-000AO ,' ,' / / �%� / ----- `__i /\ i / /_',-~ Ln EXIST('V 16.28 aC. 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EXISTING SANITARY SEWER TO -' WETLAND AREAS AND Zoo' FLOODPLAIN - `"� ' ' ' __--_--_- -- _ / BE RE-ROUTED PER PROPOSED UTILTY PLAN. -- 1 LIMITS OF / r7 - FLOODPL R IM5.17 / _ -- / \ / / SUNNYDAY mo DAM BREACH ,__ ->� f _. i v STEEP- iN ) I � .,,,....._�...._.. �� ....._v� y� % \ i \\ EXISTING COUNTY DEFINIED PRESERVED // i6 � / \� _, _ - -- �_ , SLOPES T REMAIN - / , /'�\ \ - - \ j f'- i �m �o m m..o_�_- -__--__- -_`m_a-o\\� �1 S O S O EMAI P '�\ -y/ �/ °m m ° 0 0��0® \� �/ m-o d�6°/o LIMITS OF FEM \\ I /J i / °o_\ _-------�Q_®° ° m m o _LU /ter / /----------- \®®eX�'.� \\�� C 1 - -�/ / ,' / / �� i' , `J ✓�,,,,._...... �'-- ,' m° ` m\ / ®®I®,°I i FLOODWAY \ i / i/. ®m I - ' o Z \_ - / -i� ' EXISTING SANITARYSEWER 1` // 1 ° l m m ® VAR. WIDTH D S� i - __- / `_ r J �_. \ `� _ � $ / z, T ,.W/ / T � °° °o n. ° � � �-/� �\ - GREENWAY i � I I� ° �%' FEMA1ooYR D 1 I _ � TOREMAIN / .__.__./"/'� / / i ° ° m m ° 0 ,/' I\ EASEMENT f \ / °m j0�� % � FLOODPLAIN �I o\�s2. \\ s \ l /� //// / / /m m m ° /o o ®° m / \�' Ilk n B.5537, PG.745 �A LUJ ! m`_� r- --_ - m Pao•"m - � - - \/, / / -•9 1 / / / / O _ / O _ - �iLU -------'/---------- ' _\- / -� ��1 `\ Ji I 1 /' // // mo / I o• I.�� \ \ ...._.... / Z/,/ �% y�� m ------ / /------- / 'r ' -- EXISTING SANITARY SEWER �- / 05• , M�� //%/-----t- ,o o m I /�` O AND EASEMENTTO REMAIN / ---- / /' �r/^� 0 4 d �qe- fl o - - - / _ - / /I- / / vJ m m _ EXISTING STREAM / / ' I g \ / �� i o ! / / t__ / / \ / - ,'-` ��• `� � ___6:mN52��' �_-'' � ,' _ \ \ ��7k \� `.m ° // / tt ^`____ _- N371Y3� 235.00' \ \ ,-'-- ___o ®� �- _ -''/ �/--- - 1 I_____ LU i 7' lm l I 11 \\ JI ` / \ \✓�'/ \ I_-____--i'�_m_ �_� \_ _ - \ /; ° o m-.g.� o.Z,_�.p m __'___-__- / _---____ _ - _ � ,___ \ i ---------------- / /' /' i o-- _ \\ �- ' / / ll --------_ _\ - - _ _ - _ ._ _ _ _ - i _ ' / CD 0 _-' --_ - ----_ �'- /�� --- - -- __- - - - CAI __ ,---___ -------- S - \------------- �� - ^/ If �s -_-- �_ _ \ \ �s --- - --�_ _ --- -- - - -- - ` - -----/ �I,--s =5 -s �5 �s �5��y - - - - - APHIC SCALE�-\ ___---_--_____--- / 60 _ p 30 1 60 120 24 � � II � cl �O / I ( IN FEET ) I I I I I D inch I 1 I I I I I I I ❑ I \ ' ' I I i � F1 i t ; I I I I L_ I i I I i I I I I I \\ r. z Q a z 0 ia_ 0 J LL 0 J LU z 06 F� LL. z 1 0 N F- LU Ir Q 0 2 U I V Z' z LU � X V W z V / W w d Ln JOB NO. 182154 SCALE ill =6o' 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 5 I SPACE E .: •:•C•: :•' LOT LOT y6O gv I (O x9z Aq :, ::a• °a i� a - - 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 I LOT •\ - .M t yn v]B aJ9 a8• v8a :08 °9 !} LO oR• vOT � � � r LOT J � � i z°z I a8] I / ` � LO /^ :' Q LOT a63 � z•a R v88 Ao,i a 8 4 xz / 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:, OT LLOT y . LOT LOT pp - . A a93 :�'sPgC?.,a::f:':'7:_'r'r� 9 v fi LOT I L \ LOT L OT °♦c LOT - 8 5 T a C LOT HAS E OT v08 1pg - • � -- - Lm OPE O N IIa \ ✓ LOT LOT 1OJ , L^NC 'I 1 '' sPACE'lZ' :::.::....: s-s. p, rv.---.....I _ �� 60 \ LOT - •...•.. _ N C._: _ ,,,,f, oAl`L,V _ , FACICON I [teB[rc __ _ \ 1/ / $ f'.: L6� ~ L� _ - �"-- ed 1 I II LOT LOT , 83 I .•.•?�'1) .�:I:j:. I LOT !I LOT I I I I ' .. . .. \ �. _ x LOT '\ SE I Lm 1 �j O :'•{,..: ,• ... ./ • "_^<[''- Imo.:-"� r' _- 1, I LOT I 86 ,1 ul I I.:.I..I II ! Sv BO I LOT ! I ! LOT III LOT I I LOT I LOT I C\ LOT s mi ": ;:+::,1;, Lp \, _ \ I1I I LBB I I 8> I , I I 1 I` II I I A I I 6 ...::'. }: f��•y 64 LOT .: •i:::+; ;:.i v°z I \_ i�� \ '..' \ \\\ LOT 8gT I I 1 L - \ J I\ ! I I II II I I I ''.. V .,e ,.....: '......:'.•... .. : •:• \ le'aFi•s :•:•.: .......: :......: .:.:�'•: � / _ ___ ., /' LOT \ \ L ..l-r.•.; ...::.. :..�: .�. mvT � w` I -J � .:�.'.� mT 1 ''.: .'�".: 1: :' QQ- LOT °T \ J 93 DI OT \ \ I tE \ _ .. 'L:' . "•' .. -..�... ,,a, .: a .. // r' ' 95 \ \ •.. .. .:_.._.._. � �'�'"' ., f?x".. �ll-. r{'�,.♦ \ LOT \ .-�..;.•::.. .: / a-l-- " .. � f j .. \.. PHASE IIB , r -. s: �.«. ,. ... LOT , '1 _ •.. -. e-- ... ... _: .. �` �, 11 LOT _ .............. .. / ."... .. .. • � a' I I I I �• m .. / .. ...\' .. ... .: •i•:�+y..`. _,.•.:.....: • ® \ _ e/ // 1', �I - - • e • ®� \ ® Lor ; '^ . " _.._.. .. �. �.......•....::: / ,: .. .. ..�_.: .. ,FEMA YR FLOODP.CAI ... / ,r ....�..,-.� ., : .t.. mm • OPEN SPACE H . .. • • • \ \ \ �'_ � FEMA ioo YR ° ... .. .,f \/^,�..1 . .. .. ... .. / .®®®-e : e � ®,. ®•. .m ®:•.° .fWRO BUFFER - I FLOODPLAN /T y i V % .. ma®®•.•• ��• ''®•.m �.: .. sznn .. % . ° • ® LIMITS OF SUNNY DA �.' - Ll .. .. .. ...` . .... : - .. }. i ° ® DAM BREACH - 6, Nm : FEPo1A FLOOOWhY , LIMITS OF SUNNY• -NOTE: ALL PROPOSED DWELLING UNITS WEST OF ° • • ®® \ •\'\ E?`I S DAM BREACH THIS LINE ARE SUBJECT TO CONDITION #20F \ ®•® \\\ 1 \Y'h ®®®• m m ®° • • �.. m..a_® ®•- SP1990-103, AND ORCHARD DRIVE CONNECTION \ \ .• •1 ' \ \ \1 -• a •.. • ®m ° MUST BE COMPLETE BEFORE THE COUNTY ' • • ®®®® • • a m ' ® VAR. WIDTH GREENWAY ISSUES BUILDING PERMITS FORTHESE LOTS. • ® ®, °Cl • • • • • • • • • • m m m ®® • ®® EASEMENT � •' :: •::. \ • e e • • \ DB. 5537, PG.745 \ \ % \ t El o II I 0 I 0T 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 11590 181 2,079 1,579 215 3,037 2,055 77 4,829 2,852 112 1,809 1,309 147 2,785 11652 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 1 2,501 114 1,810 1 1,310 149 1,887 1,387 184 1 3,154 2,033 218 1,953 1,452 ! \ / ®• 80 4,384 2,540 115 1,810 1,310 150 1,511 1,111 185 2,642 1,574 219 1,885 11383 I / \� 81 4,504 2,640 116 1,448 1,048 151 1,890 1,390 186 1,767 1,267 220 1,816 1,315 m°® 82 4,495 2,632 117 1,812 1,312 152 2,810 1,732 187 1,762 1,262 221 1,749 1,248 83 4,650 2,742 118 2,587 1,478 153 2,480 1,486 188 1,760 1,260 222 2,363 1,333 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 1 2,403 121 1,423 1 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 ®m ®° ®• m \ 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 3,094 125 2,319 1,346 160 2,027 1,524 195 2,718 1,643 229 3,847 2,264 o \ 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 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 ! \ EXISTING ORCHARD DRIVE 94 4,626 2,722 129 1,403 1,003 164 1,875 1,374 199 2,355 1,367 233 1,831 1,330 95 4,531 2,635 130 2,281 1,352 165 1 1,864 1,363 200 2,459 1,446 234 1,809 1,309 / 96 4,349 2,512 131 2,779 1,656 166 1,857 1,356 201 1,758 1,258 235 2,502 1,493 97 4,447 2,565 132 1,666 1,165 167 1,846 1,345 202 1,755 1,255 236 3,144 1,839 I / 98 4,437 2,570 133 1,346 944 168 1,831 1,330 203 1,751 1,251 237 1,815 1,314 99 4,241 2,424 134 1,759 1,241 169 2,585 1,623 204 2,545 1,495 238 1,810 1,310 100 5,081 1 3,085 135 2,385 1 1,412 170 2,592 1,490 205 1 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 1,337 140 3,012 1,989 175 1,874 1,373 210 2,027 1,526 244 1,810 1,310 , \ 106 1,832 1,331 141 1,867 1,367 176 2,850 1,688 211 2,892 1,891 245 1,814 1,313 1 107 1,826 1,326 142 1,483 1,083 177 2,450 1,461 212 2,901 2,055 246 1,829 1,324 o \ / 108 1,457 1,057 143 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. SC4R.LINS!Z I u No. 35791 ,a 5/23/22 �� SS"ONAL ��G1 r OE ILr o l PHASE0° °' LOT lOT LOT 3 LA W 5 �pOP \ LOi 4 wz z J PHASE o-ao Lor / U71 Z Ce MMS k VA ■ 1 w _ J, I ' 1 � it ■_ _ T L9 LOT LOT fi\ - e e - /LOT 4= / Lm r o W OT OT Q Ix LO i :4 �3 I I I j 46 W 0! LOT :. 45 LL CNOi aLOT _ 8 / / °T ` > • Jl- 7 LOT 49 \ % m / L.(..I 0 J Q t2 1�1 � Z W ui \\ I--- \ \ Z /% U > r e G1 •••m®, Y w N 0 A w O O ®®® w T\ ' J D V ® � J m \ Q 02 .e •; _ _ H = W ® - -- � O .°® ®° w Lu \ J•m••• m• Q m • �J fn z L< ' O Q CD -� N V) \ - _ \< Lu F- W / a JOB NO. / 182154 -i / - - SCALE 1LL = 80L / SHEET NO. 4 U LJ I 1 I -- ❑ I I I I \ 1 I �Y Fj't Ej I I I II I I I I I ❑ I O SCOTT R. LLINS!Z I \ C-) No. 35791 a I I I .o 5/23/22 \ r sVAR. WIDTH ACSA I I I ONAL E I INST. #: V R. WI T SITE I zo P z' RI A E EASEMENT R I A E EEASEMENT IN T. #. 6' A S PIN DISTANCE EASEMENT zo'ACSA INST. #: VAR. WIDTH SITE INST. #: io' P IV T A N G M I INST. #: 6' LANDSCAPING & UTILITY EASEMENT INST. #: EASEMENT INST. #: , PA - - MAINTENANCE EASEMENT INST. #: VAR. WIDTH SITE EXISTING RAILROAD ` INST. #: 6' LANDSCA VAR. WIDTH & zo' ACSA DISTANCE EASEMENT _ OFE I — — — UTILITY EASEMENT INST. #: . °_ _ _ � - PING & LOT oFEN INST. #: MAINTENANCE EASEMENT _ _ VA I�H PRIVATE `F `� - LOT Lor a6a I sPACE E _ _ - - ° INST. #. UTI ITY£ASEMENT � ' `s �� LOT ;°6T ;°g 's° 'n I co.a9zAc1 ,.:yam- - - - - - o 0 INS .#: 'a LOT - - c LOT v45 aO — — v 47 , - O M B_STR E ET I VAR. WIDTH ACSA / _- - ---- z UTILITY EASEMENT Z O Q I � I � LOT I LOT LOT LOT LOT LOT 1 I ,. ��_/r . LOT LOT OT LOT Li80a v8z ve3 >84 LOT OT LOT _ aos z vn zvv zaa ` �DAH f V P V U m L O w / � \`O�Cvs,? 5 /• z ti Y to RV T• RAIN E o s uu O F wa ..:. I�TH ACSA Lor �as3 'o° ass ass P IV AIN GE i � =ov Li9os i I - - --—1---\a / 's �''/•�`` LOT � V A G 1ANE TILT EASEMENT '3s - \ — Sf — — �, or Lor LOT Lor t Lor / U7 L I LOT I LOT I 35 :34 =33 z3: oOa LOT / A aar M L API Lor 0 _ v ttt CLIN '. _ NCE E as= � � x9s � a3o // �V AA � L� MAIN E /j/ w — ui OI �. OT LOT III iej _ �� A V Lo INST. #:NA wT e / -- \CPI `• E NT ` �� i PRI A DRAINAGE __s' C ns <:. LOT Z LOT LOT ., Lo .♦� Lo ° / _ � LOT _I r _ ` LOT Z LOT �: I- J v99 =9• ... I x t z:q a _ �_ a'=01 i9e � I I io'PRIVATE DRAIN \ I 1 LIMITS O PMF � � �. . -- LOT I- A � �_- � LOT a _ LOT LOT EASEMENT F =as - Lor �3= LOT I e ' I �I DAM BRE CH � ax aza ) Lor LOT LOT Lor =ET to =9I INST. _ LOT (\\\\\/�_✓\\�\\� PRV �NAGE ° =zs a T B 1 I LOT f LOT i i93 Is ', I S i6 � : a96 (0.48g AQ R. WIDT A VAR. WIDTH DRAI G IN LOT . ---' -'-• � .....�OPEN � LOT ♦ h Lr�T� Lr � LOT N , i LOi i6 I i — '�_ — 1 .2, =95 v94 II U ILITY EA MENT \ \EASEMENT I LOT LO =aE an I _- - °__._ '_ -- '..._..�----` ``.� '- I L; -a I VAR.WIDTHACSA T. #: INST. #: ry` LOT Lor "s _ — — _y_ -.-. j s UTILITY EASEMENT - Q' LOT \ _ 6 _ T nz 1=9 - — � O \ VAR. WIDTH DRAINA ' i � LOT aT a�o \ '¢ a ° _ - ST. #: PHASE III ��Q ss ,� : L 5Q 3Lor I I I EASE ENT Lq\\�¢ 1\ \ ✓ - LOT T _ ROK _ _a MP^%�. I I I II L°r I LeOT III L6O3T I LeO=T I LOT I I I I I III I I I I LOT BLu N AM N uITS f�Ilhl / i (/ \, ,- , l - -:% — - 1 I I I I LOT I L80T I I 85 M1 I 8v I I L0 T LOT I I I I I III I ,:. \ \ T b`•/ , C ° sn I / LOT Lss LOT \ LOT 39 ul v z _ � III LOT I BB Y/'w VV` r \ ° II\.. \ - -� i. \ / �\- LOT 9° I I III ,o- apsc* acre... - -- .............•I '. � --- — I Iearrns a ra / \ " LOT PHASE LIB ' ♦ y\ /\ � Lu EN HACSA„ 1�1_.- -- - - SPA EASEMENTUTILITY ".„ IA�uv�e Ha78AQ VAR. WIDTH WALL& INST. #: ______ MAINTENANCE EASEMENT ST.#: 6' LANDSCAPING & P� • L — — . � _ _ / _- � \ d;, . ` ; _ .- _ MAINTENANCE EASEM INST. #: ` \ I // " " " = ° . \:, � •%/ FEMA zoo YR FLOODPLAIN' _ ,� . -_� � -_ _ — \ � � \ INSTW. M#E: f�f° • ° ° ° °E • ''T _ A •T uj " EASEL4O5T / '+,." SWIM FOREST&OPENLor -.-� Lor / /i IY OPEN SPACE SPACEEASEMENT \ m�RNN a Q ei I c a (WPO BOFFERI — / / / N s T3Ac ____ - - .. •• •SWM FACILITY & • • . ® INAGE EASEMFT\ \ LOT / - / • ® ® SWM FOREST&OPEN ® _ ae INST. #: ° ° • ° • ® .® ' ® SPACE EASEMENT \ � • • "'� �3 LANDSCAPING & ° ° ®®• INST. #: MAINTENANCE EASEMENT: VAR. WIDTH ACSA ° °MAINTENANCE EASEMENT ST. zoz�ooa ooz \ s, O i ,� / SWM FOREST &OP-€W-- -- --- /LL UTILITY EASEMENT INST VAR. WIDTH WALL& ®®• ® \ \ \ ,./j \♦ N INST.#: ___ INST.#: °®•° MAINTENANCE EASEMENT ®•® ®• \ \ Loi VSPACE EASEMENT---- - - _ - �- - -- - . - - --- - ° ®®• ®o ®®. ®• ° A �'! RIABLFWIIFFh ® \ ...:xf.' °®• ®® ®° \ aNST. #: --- .INST. #.:'. Lor - A 0 U�TN�I�ASEMENT \ ° .....i:• .. .._ .._ 48FEMA-ioo-YR FLOODPLAIN - -- LIMITS OF SUNNY DAY - L \` -- __- _ FEMA FLOODWAY • \• -. _...i \ „s LOT - VAR. WIDTH WALL & � DAM BREACH • ®®® zz0000�'paa \ � •\ 1, sw r 4s Q - - MAINTENANCE EASEMENT _ __. - ° _a a'• ° ' �� SWM FOREST AND OPEN ®• • ®®® �I \ `'.�` \ '•♦ \ F" 'Y �' I `; to LOT / > LIMITS EACH YDAY J-- -- - --- INST. - � SPACE EASEMENT-z.8y8 AC. \♦ DAM BREACH -- #: z0zz0000 Doz �I` seTu 5 DRAINAG E \ \ 1111 ® / m M FACILITY, ACCESS, & ®• • ®® _ ---- - _ - ♦ !e'ai Itl' Lu Z MAINTENANCE EASEMENT ° ° m_a __--- - ----".- ° °•o... ---- ° • ° ° INST. #: z0zzao z \ \ \• a \ \ J ®SWM FACILITY& \ INST.#: ®•®° .1 ®•\•• \ .� '•, \ / J /\ ®® MAINTENANCE EASEMENT \ °m .'t y Lu Q • • , , ®�-° INST. #: / VAR. WIDTH SWM FA & \ = > O T= ®°®MAINTENANCEEASEM \ \ tt">: "' " •® U) °INST. #:zozz00005ooz Lu LL Q i El I _ \ L.L I I — ACSA UTILITY EASEMENT /0 w %®® \ U I LlJ SIGHT DISTANCE EASEMENT / co • ° ®®®° i Ul I t o W (V Q �I ® PUBLIC DRAINAGE EASEMENT O \ ®\ °®®° L.L.I L1J _ I � PRIVATE DRAINAGE EASEMENT — / °® z ®®°® \ � ( U)J SWM FOREST& OPEN SPACE EASEMENT — Lu w / \ —� _ ® SWM FACILITY, ACCESS, & Lu — — , I \ _ MAINTENANCE EASEMENT \ ®®®• � 0 \ � •• LANDSCAPING &MAINTENANCE U) w / I ®®I® — — � EASEMENT ®®® I- I.I WALL &MAINTENANCE / ®® ®°®Lu cl� EASEMENT \ / • x � CD CD Q — _ \ EXISTING ORCHARD DRIVE \ _ — N Lu ® w W o W a ❑ — — ❑ \ O \ \ JOB NO. ❑ \ \ RACHIC SCALE / 182154 80 0 40 80 160 360 _ _ — LEI\\ \ / / — O SCALE 111 C LE E I \ ( IN FEET Y / SHEET NO. \ 1 inch 0 ft. / 4A 24+50p15� 4 1Pr10E� z +00 1GN', 4 -. zz+0p _ 23+50 p ^^__ 4'Op0"�/CC \ NOTES: (P) VDOT . (P)VD (TYP) - L / S_FO , 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD „2 _OS OG � EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR B `rT� E NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING o D STREET SIGN (TYP.) / , (P) SIGHT DISTANCE C PROPOSED'NO PARKING' SIGN (TYP.), \ ' \ R09O FFT (T ) , \ /S6, \ ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. + _ _ _ I J M Q \ - EASEMENT / z. CONTRACTOR SHALL VERIFY E P ELEVATIONS ADJACENT TO THE SANITARY --1 PRO, OSED'NO (P) Ri-i STOP INST. #: / �S'�j SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH PARKINGSIGN (TYP.) to -SIGN( P.) - - - / SFr A KF pNr THE ADJACENT PROPOSED CURB ELEVATIONS. N " 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL LROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO tK� v LOT �V INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR LOT O � LOT \ zL \ LOT Q LOT LOT LOT LOT 211 212� REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING OJ 6Q �1 LOT e r LOT 210 ti A , I 2 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND O � 18 184 Ip 205 206 2O7 208 9 / LOT PROPER ELEVATIONS FOR CONSTRUCTION. QQ �pQ �QO 3 0 IS I 1 � ��3 LOT \ / 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED I 1 I I / 214 j / / �ti Q TO ACSA FOR PUBLIC USE. a ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE R/W R 20' REAR SET ACK G LANDSCAPE & - / LOT / / �, 5 STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING % ICRETE SIDEWALK MAINTENANCE ESMT / 215 DEPARTMENT. INST.#: \ PLANTING STRIP F/CQ_A PARKING' SIGN (TYP.) / � � '. \ L PROPOSED CG- LOT ' PHASE I /F F\ ' ENTRANCE (TYP.).) \ / \ , ---- o 6'LANDSCAPE& i AINTENANCEESMT LOT 7 LOT �. 8 z INST.#: �'� �� LOT z a z1 \ \\ 9 m I LOT LOT LOT LOT LOT / / / 7 \ \ L z / \ z / 35 LOT � 2 \ \ F�1 zz 34 L T \ \ 3 3 O / / 0 ' f 2 1 230 / \ \ \ u8 \ \ . / z o, ,• \ „ .' \ LOT o � _ w a PROPOSEDSTOP \ \ LQT \ PROPOSED 8 CONCRETE ;\ Z � Q SIGN (TYP.) -- - _ /� / \ �o \ \ PEDESTRIAN PATHWAY q \ /\ % \ / 219 \ / \ \ LOT W .. Q F / \ 6' LANDSCAPE & P AINTENANCE ES �sl� I � � /�/ // 229 v9'p�, � LOT \ � � • O40N-STREET -� 11 A/ PARKING SPACES INST.#/:w Ca.5M220 9'x2o'TYP. / \ LOT w p KING' 228 12 SIGN (TYP.) sOTL0. / / v 227 221 130 0 M0 \ V li LOT LOT i\ F��C�%gQVOgL1C 5�AQC5�GE�� Y CG-22(TYP) 226 yoPp.26' L86tt0A0 225 a �qa/4 v 224 / . a b PROPOSED STREET. , . '• . LOT / F O� 5 ✓ s / LOT z .SIGN (TYP.) � zaxo q j Mt o A a .. - . . - .. �° 0 22 2036 sE k _ _ EPEP a I I 3 / F - FIC o E PROPOSEDVDOT - , V(, A � ,. , z'� eqc RO �(P)STREET -_ - -- �\ � - STD. CG-6 (TYP.)a doo 2� T SIGN (TYP.) i OT �/ POS NO � e . ,(, � A/ A 7 LO LOT •',•'PROPOSED 6' PLANTING STRIP', • :. PRO ED' o° F` I O - STOP v� . rGIP 6 Q . • j, 238 I O 34 a- , a .y \ PARKING SIGN (TYP.) ., x ,- , P Ri i L T 247 I , a . j 30 a - Q� � � ti V LO SIGN (TYP.) , •'PROPOSEDS'CONCRETESIDEWALK LOT 246 ROPO / 239 LO o (P)'NO PARKING' �� (� a ° - . • a -..PROPOSED SED (2o) PARALLEL a1x \ ' - SIGN (TYP.) LOT 245 V LOT J n L9 PARKING SPACE Sa P/ `9` 2LtO OP,Ef�f z 35 • PROPOSED PARALLEL 8'x2o' (TYP.)', •'. \ _ / �� a (P)'NO PARKING' OT 44 - - a (3) //y Yy ss SPAS. A. y !% SIGN TYP. o LO 2043 y W � /W-R •'. ARKING SPACES , • , .'.. •, . \ oo, `, -'. •. ( ) 3 � 242 ti :.8'x20'(TYP.) 1".4�9.A •''•. (' o it (P)'NOPARKING'•� �41 \�LOT ° C7 o�� PROPOSED CG gD xy SIGN (TYP.) N 0 PROPOSED 2 ,R ti° /., \ � J 6 1101 PHASE III ENTRANCE t 5 \ 2 3 � 0 ` FIC F \ I a , - ° a VDOT STD. , . , . , a , o .. � - , • '. ` `. •. ` 55 � i - - O ' CG-iz (TYP) 'a '. PROPOSED VDOT LOT - - __ zo' REAR SETBA N �� N �� I .• VDOT STD. _ STD. CG 6 TYP. P STREET •' PACE.6'.' LOT • (TYP.) ( ) ECG-zz (TYP) D • '� � W b 37 � • `. 5 W R/ R/ "a ( •, PARKING SIGN (TYP.) PROPOSED 'CONCRETE o _ ° SIGN (TYP.) .,: � SIDEWALK LOT PROPOSED( 3) PARALLEL P --- r \ ::. , • . • , • , • . • , •- . • . ' a - , • , . N (TYP.) . PARKING SPACES ` \� O a 5 x �\ ♦ / g' IG ♦ PROPOSED 6' ti~ ♦ B'X20' (TYP.) LL , HT fS w PLANTING STRIP - O LOT • . PROPOSED VDOT STD. WP-2 — N PROPOSED'NO' Q• ��Q�PO 6o LOT /0- •-MILL & OVERLAY • • CONNECTION TO WITH TIE-IN ST. N J zz+ ., :.. KING' SIGN (TYP.) PROPOSED CG- D OT Q PA So Soo'R • R(P) Ri-iISTOP P L 9 57 L15 a LOT �• O 22 I PR0P0//VG 8 • .:\ SIGN (TYP.) ' ) % �� ♦ LOT ENTRANCE (TYP.) ` \ - - - 38 i +0o Sfp pUeC ROQK\\ • PROPOSED VDOT. QJ 61 \/ / / ;'o i -3.2 (TYP) j / f ° FjLOT N LOT 0 LLI z+So �� S D LOT 6 STD CG POSED SPEED, - ` • ` " '''` � _ - — . ' xh HT ° 62 �. ♦ � .' � LOT 1 I I LOT I J Q T SIGN (TYP.) `, `.V• . :.``, . `,.• `(p)''NO PARKING' OISTANC ` dp'/ PARK NG' SIGN (TYP.) PHASE I IA LOT ` / — - ® i O } • •SIGN (TYP.)`, LOT LIMITS OF PM - _ _ p F W c' ♦ DAM BREACH LOT 9 3 \ P SPEED 5 / LOT �- `, • '. ` (P) VDOT STD. CG- D • - . 9 :.. , � R (SIGN (TYP.)MIT 63 26 17 I LOT � 5 ., z5 - . ��\ LOT � '. - - 40 I H � Q ENTRANCE (TYP.) \� J o 0FK aos LO 4 — - - O J �,4 - . , - `, -'a `. •', •'. :-PROPOSEDSTREETT / LOT • � 5 Q I - - • ` - . - . ` �°x°° 70 SIGN (TYP.) LOT � 2 �. PARKING' O v" A ti°V' ` (P)'NO PARKING' 9 7 4 I --I ARKPROPOSED'N � LOT LOT . I 5 LL NG' SIGN (TYP.) > SIGN (TYP.) `, \ _ r- '.• .`, `.•,.•,-`. \ \ � 3 \ LOT I - 1 74 LO LOT itsLOT U / \ T �` \ z8 5 / Y r. y (P) SPEED LIMIT 2 N 0° 2 LOT ` \ ,. SIGN (TYP.) yy�/� \ LOT • • I- - - - 4 u Lu LOT tsxSO �Q L51 �'� P QO 0 — _ D �� \ � Q� ,� \ PHASE I �9 � 2 J c ti� LOT V , 72 `' •'c• <c� �* G (P)'NO PARKING .•' O h LOT • . \ r ul EXI TING CEMETERY 0 / J �' z '�- '. 2■ til . • � , •SHALL BE UNDISTURBED �� SIGN (TYP.) Q p• 9 20 � o oil cs \ DUPREE STREET ROAD CONSTRUCTION W 2 LOT tyx o yT��\ h°xh /( \ \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I LOT �O �\ `♦ \ W 7z ti' T \ \ 30 ROAD & UTILITY PLAN S(SUB-2019-00071) s / Q \ LOT ° LOT \ gQSOP6� ` LOT \ '. `- +4y.``, -' +• ..V. `- `. `4±.`'. 7 ;�� 8%5 LOT \/ �� w hti 43 W + o ` �i, ui 31 \ ioo' WPO BUFFER (TYP:) `. `4`. `. `� ° \ K �� / 22 Q m� \ / (P)'NO PARKING' ell S \ LOT LOT \ QJ \ SIGN (TYP.), \ V �/ - - - - - LOT 32 LOT 23 \ -•- • . VLL . TIE-IN T . „„• 69 O EXISTING RAMBLING a t /� \ \ �4 \\ \ LOT Y / BROOK LANE 8xo° RAMBLING BROOK LANE ROAD CONSTRUCTION \ \ 9 44 O .,,• \"•••.,,• • PROPOSED VDOT STD. WP 2 9 ROPOSED UNDER PLEASANT GREEN PHASE I \ CD Q O O O O O LOT MILL & OVERLAY WITH TIE-IN ROAD & UT LAN S(SUB-2019-00071) \ \ O '� O O O O ° �� 68 CONNECTION .0 N - \ ,; UTILITY i� LIMITS OF SU / Y \ / v � DAY DAM BREACH LOT yi W � t�x� / 45 , f LOT s° 5 �� J ` ♦ J O O PROPOSED LOT LINE (TYP.) 6 y � � FEMA ioo-YEAR) O ` 7 � QCj PI � FLOODPLAIN(TYP.) ° O O ,o L,y `�� P\SG Pp lag LOT a w / OLu O O O O O O O o..+\.\ ' b` i 23ap \ 46 O • LOT r�JOB NO. x GRAPHIC SCALE o'4 66 .` i �• 182154 \ 30 `� 0 15 30 60 120 O° ` SCALE \ -- o 3.11=301 O \ LOT e X \ ` O LOT 5 \ / `• • SHEET NO. IN FE / \ 6 , YR. \ 1 inch = 30 ft. \ 5 No. 35791 a 5/23/22 P STREET" SHALL 3 ' CHANGE TO "CLING LANE" AT THE 5' CONCRETE SIDEWALK PARKING ON -STREET zi PARKING SPACES PARKING PERMITTED IN THIS 16' - INTERSECTION WITH LEXI LANE. xzo'TYP. zo 6' PLANTING STRIP 9 PORTION OF MCCOMB STREET fl[7Fi�l .,, .. - (P) SIGHT DISTANCE `.''-',• • 34 OPEN SPACE F �� - 3� [ - - I I C1�EN - EASEMENT, PROPOSED'NO71 Y.'•. (0.14 AC) ; • f' �I LOT PARKING' SIGN (TYP.) ' . ` • Yo 10 AC `: ; LOT 152 ° 16 \ Irl LOT (o tg? ACj• LOT 151 C`'+ MCCOMB STREE LOT o, :• ° 1 5 T / INST. #: v n PROPOSED PUBLIC ROAD 56' ( /w PROPOSED'NO (P) 27ON-STREET PARKING' SIGN TYP. —PARKING SPACES (TYP.) g'xzo' TYP. TIE-IN TO EXISTING MCCOMB STREET PROPOSED CG-gD ENTRANCE (TYP.) MCCO STREE_ - BLIC T - I- 2z+5o p B AD No. 35791 ,a 5/23/22 LO s148 PROPOSED'N0 `zv - m —T— - - �� +00 64 p w LLL�� 16 v n w- _ z G. T � ) yo LOT m n 147 PARKING' SIGN (TYP.) _ + o n z5+00 z4+5o O\STiCEi z4+oo z3+5o 3 zz*oo LOT �46 ry 5E BAC S 5 1GH� P v0orsr0. PROPOSED WALL y1 2� LOT 145 �p 2 , M X, RON - IN _ :' ` / 26+00 G-zz(rvP) 36' ' (\\\ z c MAINTENANCE EASEMENT I \ ° n� \ 5 S ) /o' - I � LOT �44 ,�� - � 1 -ry z6 ,- \ ' _ _ - _ - - _ I _ J LOT v_ i zo 20'— y143 P) 'NO PARKING" i y6 z0 / 26° PROPOSED STREET SIGN TYP. u o- ° P PROPOSED'NO N / ARKING' SIGN TYP.) LOT 1LF2, SIGN (TYP.) \ �_ zo' go (P)voorsrD_ M ry ? (TYP.) / (P) SIGHT DISTANCE PROPOSED WALL w_ V zo \ NC�j \ CG-12(TYP) " °: i M ° s P Rz it EASEMENT � 2 / (MAX. HT.=4) LOT / z6' _ (O\5C oR 2l+00 ry _ I I SAj PROPOSED'NO O STOP INST.#: T 140 \ zb �- jlE N/ 4 z$,R i - - PARKING' SIGN (TYP. o SIGN (TYP.) I zo - G A p l56` RIW� / I CU it I N 16, ROpOSEDPOIIICR� \ z7+5 �1 �•° o (P)RizSTOP I� �LQT oLOT jo LOT c V/ z w SIGN (TYP.) Z io o „ „ z° 4°oR z$+oo / a LOT LOT H � ° LOT " Z o a I j - a LOT LOT I ° - `"LOT ° N LOT 9 210 zit z1z a N 0 2o6 6 (P) SIGHT DISTANCE /� LOT LOT 18 1g4 �_ 205 20] 208 20 LOT ti PROPOSED CG 9D 10 1 / EASEMENT z8+5° za ✓ % \ SLOT o'LO " 182 3 0 / ti m ENTRANCE (TYP.) -mil zo; (P) STREET ° LOT ° T 181 o Ir I z13 N m m (P INST. #: _ o + 180 o 2 w cn (C / .. zo zo i- SIGN (TYP.) „ 1 178 179 Mj\AA v7 f I I I I I I / w 29+0° / / . zo zO --- 5 T (P)'NO PARKING' REAR SETBACK 6' LANDSCAPE & - - - /% o T pIST E e zo SE SIGN (TYP.) I PROPOSED 5' CONCRETE SIDEWALK MAINTENANCE ESMT \ / j - SIGNi Zo' --- -- ------ - 1_ _ _ I---- t I + I.#: W yOR _� -- _ PROPOSED 6' PLANTING STRIP z zT - zo' zo' zo' N T zo zo' zo' \ \ S I 1 F/C F/C z8' zo' zo' zo' zo' — - - 0 3 ' --- LOT ° PROPOSED'NO PARKING' SIGN (TYP. 6v - \ _ - - TIE -INTO EXISTING CLING LANE � 29+�' � � - I PROPOSED MILL & OVERLAY. PROPOSED o -z°' zo' - I - zo' zo_ L z9' 6' ? `II-zz (TYP) �/ _ o LOT"o 161 zT zo' zo' 8 r 2 PROPOSED CG-gD SEE DETAIL ON SHEET ii.� _+ " 87 _ 9' - E P E/P I 30+00 N� LOTS LOT o 160 0 - / ENTRANCE (TYP.) CLING LAN — Rz-� sroP - - - - - - - - 30+50 _SIGN (TYP. " SIGHT DISTAN 31+00 3o_ — LOT° LOTS �57 158 59 1 1 j ° I LOT .. � � " LOT I "' LOT" 155 156 I 1 I 204 - 185 I 2OT LOT 20T LOT LOT (P) (i) PARALLEL SIGN (TYP.) \ " p\ �\ LOT 154 I I _ - PARKING SPACE_ - - - 35 m, 234 m m 2 2 _ o 33 _ 3 LOT / \ s I - I O 3 I ° w 2 1 m I --- " 3 / 1 _ � / LOT I '' w\ 53 I 1 _ - 6' LANDSCAPE & 8'xzo (TYP.) � _ I LOT o LOT I ' . m 230 � N _ _ I _ - MAINTENANCE ESMT _ " 3.86 o� 139 0 it o N _ I INST.#: I - 203 w111 PROPOSED STOP L H 4 S zo' 1 zo' zo' zo' - - - - LLJ 0 SIGN (TYP. - w LO� (P) CG 9D zo - �— _ 91- - - - - - o LOT o °°c o J w I 4 ENTRANCE (TYP. zd r - - LOT ry - o� I - p LOT =I = 1.38 RI N RI`N zo' I - - " rtV 18] ��u a6 - i za3_ - -9a' _ - �1 u w Q 202 _ I - I- ° - j 20 s' MIN. F SET _� f 229 LOT a m - - LOT o I 'Lu a M 162 \ z o w o �5, oNT / �w o w LOT _ I PROJECTTBOUNDARY(TYP.) 137 z FC LOT 95, _ a LOT � o LOT n Lu p ( zo' zp ACKI (P) NO PARKING' 228 I " 87 N 1 6 f �I - X m 201 n " 188 0- a�. - r SIGN (TYP. L PROPOSED LOT LINE o --- - 95 7 I I LOT - - - o -- _ 2z / v 2 " FIC I -- r_ w LOT -'I I 163 ,. J o ;. I I LOT o 0- zo+5o ---- / 136 3 LOT I I 94 I LOT �— a+o ZIPL9 I d v I I- 0 1 �I 18g (P)vDOT —I - o ?' \ - " - - _ AcK - _ 0 175 o o_ 200 o CG-iz (TYP) �O - - - IESETB _ �a LOT �O O _--J - - - - -1 - -) + X a ck�PROPOSEDVDOT - 88' " I CIAOy��saISo , I z ' LANDSCAPE & - h LOT of _ 93' T o - - - SF� ° . CG-6 (TYP.)- - T r :: PU ON ti MAINTENANCE ESMT LOT " ° O 174 I "I 1 l4 LOT - g! OR TiQFF 4 C i 0 INST.#: n 135 k- L 90 0 ml - vl ° 2b' STD. LOT �I LOT -N OAD/4 T ?°;' cyi --- - - - \' n �I - 5 - - w n 1 I 190 PROPOSED STREET N 9°' 7 I w 16 /P E/PPI 99 LOT o in 93 i � i �73 I ¢ �I 2 -- ' N (TYP.)??x° 88' I .51G \ ❑ 1 �Z I N 88, o �I LOT F/C F/C - Y =I LOT E/P E/P PROPOSED VDOT ^� ° � ❑ 16, zz \ 34 85 Q j =1 v --- PROPOSED I" bl 166 pl ° ° o' v LOT \L zo zo `'�. I Q 7 LLOT LINE (TYP.) r N - 93' - -w ° " m �98 " 19� � �' " °o 'STD. CG-6 (TYP.), ?o LOT c - ° -—, "T - F - ° ;.';• o. Z 1 2= ZI „ - - -SRI N PROPOSED 6' PLANTING STRIP'; • e N Ze 1 Z o 7 LOT' - - °, ti C) 1 w 3 w 8 - a 7: � I K 33 s 6 c ° 4 LOT m O e rn A I N I ° SET I " 7 - - - n - I - o F - •'PROPOSED �' CONCRETE SIDEWALK • � R 16 n - o z LOT / F/C 5 i6 PHASE I I B- REA 1 LOT N • o LOT LL 9z, - R/W R/W " 197 , �nl �92 o 6, ', PROPOSED (zo) PARAof LLEL', • d2 N zo I LOT 1 0 1]1 I - - - ` OPEN PARKING SPACES. LOT ° LOT' 1 O 0 132 83 0 ° -1 87, LOT - - o ¢ LOT o I -PROPOSED (3) PARALLEL ' 8'xzo' (TYP.) Q 12g 3 " - 168 ° o LOT o R `SPACE: A. . Y + - o N " / PARKING SPACES LOT 12] 128, o, ®® p NI LOT & LANDSCAPE & - 91 (P) 'NO PARKING' n N 1 6 3-93 8'x20(TYP. $' A �CBT 9 _ _ 8j ��.4, 9. E1' W AINTENANCE ESMT SIGN (TYP.) o - - - ° PROPOSED CG-go,` a ;z'i 1 1 SIGN (TYP.) 7 LOT w 3 I .6. INST.#: �-_ I. :., I I � � ° `^ ,PROPOSED•- J :n n _ •ENTRANCE TYP. L� 12 :- �25 (P)VDOTSTD. ` P Ri-iSTOP o LOT " •VDOTSTD. PHASE III ( )' J 4 B (> : E - LOT _ „ m 16g " - — 12 I RO 1 M I Rz-zSTOPSIGN � -- - " - I " - �':•'.•'•'•':•.' •'.•• 3 � I 25 M X- I,_ _ . 5 SIDE SETBACK 8 - � - - - SIGN (TYP.) I _ (P) NO PARKING 1 I M �9/i � ,.•. •, '.CG zz (TYP)'. • PROPOSED VDOT - z _ I - SIGN (TYP.) 95 " 9 I STD. CG-6 TYP. *(P);-TREE m nI I - a' .. - n / .PROPOSED NO 78'(P)STREET SIGN 1 co � �5 : i o E�zBo •> SIGN (TYP.) - - - -+„ 83' a '� I f, �. , - •PARKING' SIGN (TYP.)', •• PROPOSED 5' • ff i PROPOSED VDOT " -sue ONCRETE (Pi z STOP' F- PROPOSED NO-1 _-� zo' STD. CG-zz '-' \� \ SIDEWALK SIGN (TYP. PARKING' SIGN (TYP. z (P) VDOT - a - - -I a a �5 z6 STD. CG-iz- 75o R w (P) VDOT (P) VDOT S _ — GH z6 - I 27+00 z615o SIGHT DIS N z6+ f° U ry ? R T z6 4� ��- z7+5°_ oo w -f � 3 STD. CG-iz _STD. C N0�z8o, NG STRIP - .z .. � o_ IS - ti w z5*5o --- ` - _+ D PUBLIC ROAD (49'�/ - - - - _—_f__---- \ `PARKING' SIGN (TYP.)' • Q • _��w � . • . PLANTOI ,(p) VDOT STD. CG-gD 28+00 - z5+oo z000'R z + - POSE �3+5o z3+o zz+ r _ i -- ------ 4 5° 4 So Soo'R P ei v _\ Ri-iSTOP, i - ENTRANCE (TYP. Op N�jSIGN U E' z ---- z+oo p P BRO ANC ... ..,. r - - •' •' • ` .' . • •.' r - �- - '� Ug O/( ��`. •+•PROPOSED VDOT Y r \5 _ - �C KSi +00 - - (P) VDOT STD. OP N . ` . ', . . � - < NF STD CG-zz (TYP) Y • z P. z9 ia4 IN S MIN. F - - ".» - zz D ) I / (TYPJ . IETB R NTH - +So R by/ W +50 :r _ I ( I ACK -- - - - - - - - - PROPOSED SPEEDI. ` 6 z9 0. 208 A . `. ' 18' I - r , . .. • P - � I I I I - - { . • . � . • . •_ • I - - I ----- -- I I I PROPOSED VDOT LIMIT SIGN (TYPJ . . • �. ' •• `. - +• ' '- `. (P)'NO PARKING' .' •: ` ; ,.. STA CE= 1 - PROPOSED'NO I I - I - (TYP.) - - z STD. CG-6 (TYP. . ' ' `• '. ` .SIGN (TYP.) \ �IxO .,.` , A p) - 1• PARKING' SIGN (TYP.)'. - U) • -- l 1 I I _- 1 I I ,. ,..•,. ,. ,• .-,. •. I I I i sEr -_ �- -- \'\ . _ J - -- I - - - - - - - P VDOT STD. CG- D / ? -- SED'NO O 9 R— { 1 I I I PROPO �. ` \ 25 SIGN (TYP.) E (TYP. I I j I I I I I I I PARKING' I I �` ENTRANCE \ .. ` W j I 1 a I LOT LOT I f I j ?, W °so o LOT LOT 1 I AX. RO 1 I I I w rl " 83 I I 8z I I f_ 2'�:rA- ° 'I ° f LOT j I j_ I II`. � a 5 I LOT N I $ II „ 10 a PROPOSED'NO ° cK 1 I 81LOT " LOT A 4 I w ! ILOT LOT f. ti I 8 O 1 1 I 80 o LOT o Y o I: : "/ PARKING SIGN (TYP.) LOT 5 N I I OPEN sPACE'G' f I I I I 79 „ al 77 " 6 I LOT LOT 86 (0.19 AC) I f I I I I ? =D'NO 1 1 1 II I I I I i wl 74 8 1 11 + y I I h I W ' SIGN (TYP. � I =LOT 7 I I I 1 PROPOSED WALL- --- I I I I I I I w I (. / y� 1 — I of I LOT \ �. -� - I 1 I�,I I � I " 1 1 I 1 I '�•i, \ \ PROPOSED LOT LINE (TYP 2o' REAR SETBACK - I - - - I ZI 73 � (TYP.) - - -- -- - - - - J _ - - �' ul`;e Q 1 I I pRSET A� - `,' LOT \ U , 26 R �111 I 1 I i Y • �� - - T - r . uj EXISTING CEMETERY 72 CCLd Xn'. -SHALL BE UNDISTURBED 1 11 , -.--- ---- _-- -_---- N -� '. '. • . • . • '. • � i, -\. •; • - ' fir, LOT j VAR. WIDTH WALL PROPOSED WALL - - - - - i - ioo' WPO BUFFER (TYP.) - - - - - _ 7z MAINTENANCE ESMT (MAX. HT. =7') - - - - INST.#: O O O O O PROPOSED ALL / O (MAX. HT. = '> PHASE IIB 1 O. ` zoo' WPO BUFFER i ' • ' PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ \ (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WP0202000053) �� VAR. WIDTH WALL \ LOT ,,..,.,. »��.,, AINTENANCE ESMT\ LIMITS OF SUNNY \ \ /.. .,..,,.,,.,,.,,.,, O 1. 1 O O ., .,.,, ioo' WPO BUFFER (TYP.. ` 7° / O p p. I I O O".,,.,,.,,.,,.,, INST.#: \\ GRAPHIC SCALE .♦ ....,,.,,..,.,,. �DAYDAMBREACH \ .V O O O O O O O .. p I Q . O y - �°i":,,.,, 30 _ �� 5 30 60-"-'{20 ♦ ♦ - - - - - / O O I O O O\ „-„- ♦ \ ��FLOODPLAIN OF zoo YR II 11 .. �'�.VVV. O . /� .,,.� .,, .t \ . ♦ ♦ ' VVV / ��'� O -�� i \.\ 1 in 30 Pt. ♦'„ ♦ O .p O O O O /'Oel1 I � --- ♦ ... o y L _ ♦ ...,,.,,.,,- a \ o z Lu 0 Lu z J Q 0 Q z_ � LL D 1 0 N Q W J Q W � (r V z Vl Lu u w iF w a � JOB NO. 182154 SCALE III _301 SHEET NO. 6 / 3/SG' STEEL PLATE WELDED NOTE: CONSTRUCTION FIRE PREVENTION NOTES: \ - TO POST & GROUND SMOOTH 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES -_ 'I') DISCREPANCIES. VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE \ I -W z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY AREAS SHALL BE DESIGNATED WI In NO SMOKING SIGNS PER VIRGINM - - PROPOSED MILL & OVERLAY. r,�j1 CDUNTYOPALBEMARLE 2-1/2' DIA. GALVANIZED STATEWIDE FIRE PREVENTION CODE. W - O 1 C Department ofCoawunity Development STEEL POST. PAINTED WITH ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SEE DETAIL ON SHEET 1y.�;,, i - - ,,� t' 2 GOATS OF PRIMER 3. (1� REPRESENTS ONE PROPOSED PARKING SPACE. z. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE W - - Construction Record Drawings (As -built) for Streets AND INSIGNIA YELLO 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN13'-6". RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA LLI SCOTT R. LLINS� 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. STATEWIDE FIRE PREVENTION CODE. WTThe following is a list of information aired on as -bail[ road drawings. It is ferable that 3/4" DIA. STEEL PIN W/ MEAD 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR W z: LU O No. 35791 g W/ 3/B' DIA. HOLE FOR M PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND ACCESS FOR FIREFIGHTING SHALL BE PROVIDEDATALL / U-= 'A� 5/23/22 the construction record drawing be prepared by someone other than the designer. Please do LOCK LOCK UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 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 FINISH SURFACE 8. CURB RADII SHOWN, REPRESENTED WITHAN'R',DIMENSIONTHEFACEOFCURB. zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT p1STA4E / 1LU SSION 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 _ _ �� \ \ B. The name and address of the firm and individual preparing the drawings on the title sheet. 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 - lo. 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 - _ (y EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER include, but are not limited m the following; 4 STEEL PIPE SLEEVE 0 9 5 CONDITIONS. 1. Horizontal ABgnmeat-Show and label measurement points, and an interpreted line between CPAINT ABOVE GROUND .,` =^ 1 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY I,1 8 MUST HAVE AN ASBESTOS SURVEY measurements. Show the as -built centerline over the design centerline. Distinguish between the PORTION SAME AS POST) iv PERFORMED IN ORDER TO APPLY FOR A DEMOLITION 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 right-of-way or CONGRE7E FOOTING DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. easement. Any portions outside the right-of-way or easement must be corrected by plat or lz. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE construction. 3/IG• STEEL PLATE WELDED T EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL \ 1 \ 2. Vertical Alignment- Show and label measurementpoints, and an interpreted line between TO SLEEVE 12" 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. MOLE THRU 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 EXTINGUISHERSSHALL 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 frequent if 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 y ara ynd y 8 LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. _ edges over 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 \ all intersections and cubde-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. NOMOTPLAN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; EXISTING DRIVEWAY SHALL BE MILLED AND \ I_ included. \ • IS REQUIRED ATTHIS TIME FOR THE IMPROVEMENTS ATTHE 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 culvert/pipe size,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. Q elevations compared to design.Computations: For slopes flatter than design, or inverts shallower �•� SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL LOCATION OF REMOVABLE \ ~a than design, provide computations verifying design standards. .• �• \ •• COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND \ \ BOLLARDS & KNOX BOX FOR 16O wg 5. DltchLlnes- Display the constructed ••� i .. •• SHALLREQUIREAPERMITFROMTHEALBEMARLECOUNTYFIRE \ EMERGENCY ACCESS ROAD. I zo 20 - w on flow, and linings. i \ MARSHAL'S OFFICE. SEE DETAIL - THIS SHEET 16 o J 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage / \ \ zo _ must be within planed right-of-way or drainage easements. Provide copies of recorded documents. / s zZ6' _ F 7, Guardrail- Display the constructed location of guardrail, including the guardrail type, length and / / \ s 1 \PROPOSED LOT LINE (TYP.) O - - m z applied end treatments, compared to design. \ `J 8. Right of way and associated easements - Label deed book and page numbers for all dedicated / \ 1 2 _ I w right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. \ ♦ RIW R� _ - \ La W � 9. Pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement \ ♦ \ I I LOT 1 thicknesses based on inspections or cores as referenced and included. Inspection reports are required \ 0 I LOT LOT f 2 123 for fill compaction, CBR's, and pavement applications. i a 10. Street Trees - Provide design and as -built locations and species. Compare to design. \ a O LOT 120 12�• - °J 11. Signs -Show all installed signs and pavement markings. Include any pedestals or other features. / / \ ♦ 0 1° -� \ l>^ 11 -° co. °' \ LIMITS OF PMF DAM BREACH wo 16 \ LOT n 0g,l 9 m / \ \ \� • 1i \ ETe K LOT 118 vrl? . • _ _ - - PA \ \ \ \ `••u•_ y8 \ LOT 117 4m •� - - \ PROJECT BOUNDARY (TYP. 1 LOT L[1 116'�6 20 m 6 / J \ 1° • • �\ LOT LOT 4 ��5 z zo zo � 11 � ,. 1 / 3 iQT 112 11 0', _ 2 - / A PROPOSEDVDOT 1° � \ LOT \ \ �, � o - � � ISTA�NCE- A \ STD. CG-6 (TYP.) 1 \ 111 • « z6, LOT 110 A zste - 9 / \ PROPOSED CONCRETE SIDEWALK U \ 109 ° 6' ti N LOT J \ \ o \ LOT 108"tea firLIS\ \ 1TYPz� i h (P)VDOTSTD.� go+o o � \ \ PROPOSED 6' \ANTIN \\ RIP •' `•' , -'. • ` \ L06 O] �°' �\ /°aR 30+5° -1 'I 1 \ 1 �° \ \ .- .•,`.•;.•, `.••. •.- \ LOT- 1 _ �_- . 1Q \ ` LOT r G z (TYP) \ \ PROPOSED'NO : •' LOT 105 ) ON - - - \ PARKING' SIGN (TYP.) + .. , \\ \ 03 OLt 25< 10 J 16 / > :` . 1 \ \ OS C� Y , �� +5° PROPOSED CG gD ENTRANCE P. (, P.) 14' , . :'., F \ I \ \ (P) VDOT STD CG gD ao / l\ ' 31 1 I \ ENTRANCE (TYP.) 16. Z a \ PROPOSED'NO PARK�N�'SIGN(T�YP\)z° �i`5 PN j / 32+0° SIGN : \OPARKING' O FRO ao 5\GO (P)VDOT STD CG-gD \ O1E LOI N 1 1 N E (TYP.) C� • / / A� �\ \ LOT • NTR 11 go LOT wo°°R 03+pO ) TIN MPy PROP\ ED'NO LOT 1 , I. .O 10 / f' r � PLANTING 1 t \ 2 R POSED N _ 9 J YP N - , • STRIP - PAR SIG ( ) o_ 3+5° ✓ - i ✓ \ (P) C5 ONCRETE\\ \\ \ 5 �) \\ \rTN P O O ✓ 6 g PARKING' SIG \ 1 \ . . . •, • •. / g / � KIN � m \ LOT \\ \\ \\ \' / / N N TYP. \ ` • . 1"s \ / � \ \ SIDEWALK \ \ \ \ \ +o° 1s' \ - \ \\ \ \ LOT �r \ \ \ \ 34 \ \ \ - Q -` OPEN SPACE'p +5 �y ' \\ \ T / / \ LOT \\ \ \ \ \ \\ T K r > \ LOT 3 N \ \\ - 5E \ ♦ (1.12AC) �r \� \ % : M\N FR \ \ o \ 94 \ \ \ 2oRE / W �. • 101 CK t \ \ �'•'. J gA LOT PROPOSED WALL i 1r PROPOSED'NO to \ \ G J : •`. \ - �\ 1 (MAX. HT. 6') . . `'. •. •.'. •. •' / „ � ' .r � KING' SIGN (TYP. o � \ / • `: ` `. -e'. • `.e\ ,' •. \ PAR \ \ LOT r .` r \ r \ a \ o VAR. WIDTH WALL . . . , . . \ • A EASEMENT . . . \ \ . •. .• . . ,.. LL• . . . . ...•.• .` .`,.` OT �.� \ \ \\1 -.-.',MAINTENANCE . / \ LOT \ \ M T \NOW 100 i %. . . . LOT `\ \ PROPOSED STORMWATER i o PARKING' TYP. •'.•`.''•'. 9 \ M \ i L T ♦. O I Q s 1k 1 MANAGEMENT FACILITY - ' 1 O '-SEE VSMP PLAN FOR DETAILS _ O /". • •''•' ` \' _ I • WPOzo2000a {', • �• • \ \ .,, VAR�W DTH WALL � U \ •• •` • . � - ,` ,� .. � 53 - / ,.•�� •�)�PROPOSED LOT LINE � ( ) t \ 1 = _ ! . "'.,,• AINTENANCE EASEMENT. PROPOSED WALL • d` •'1•• 'LAND` • APE \ � � 'INST. #' � Y 6 SC &a \ / • \. •' ,,.,, ".,; ` •moo• •,,i MAX. HT. = 6' •, �• •\, ';" •MAINTENANCE EASEMENT. � � � ,..��• '�,,.,, ,,.,••°•�•.� / '.\`. .. INST. #' - - - %. • / '.,,., \ 'y /. LU - v _ Ul U) / \ _00,i' O \ / 1oo'WPOBUFFER y,,. \ •,,. / .O W Ile 6. LU \\ t \\ / // / •� , a \ \ \ .\ �,.' .,,.,,.,,.•' \\ \� O O O FLOODPLAIN YR \ \. LIMITS OF SUNNY O 0 •"�„• \'\ // // .. 1ooYEARFLOODPLAIN •,.�°•„„_„• „•„� �� DAY DAM BREACH O �j\ ° OPENSPACE H +'• •" VAR. WIDTH WALL // \ \ ,,.,,.,,.,,.;,., \/ MAINTENANCE NANC EASEMENT ENT (W P O BUFFER) \\ N E //O \ . 4 \ / / / •,.�,,. \ O INST. #: O // p �'`" \ \ / / / .,,.,,.,,•,,.,,•,,.• -� /. 0 G. 0 0 0 // . 0 ° o 0 5 z73 AC ~ 0 LU 00 o ,�••,.•,.• / �i�_� 0 ROJE BOUNDARY / CD 0 \ ! / ., .00 I �- i l�tzr rrr 1\\ // r _-rrrr�rr �, rrr'rr [] 0 \. ..' j/ O . � (g' 0 / / EXISTING STREAM P.)� / / _ / r �L'7r .. ��,�TT ` .. N \ !� y / �`� O O / / /\ - - VAR WIDTH GREENWAY -' GRAI i� C SCALE«� � CT B Y (TYP s 7� f / .. �\ ASEMENT _ 30 0. 15 30 l60 120 /� / ___. / 0 a-O O O / � / - _0B-537. PG.745 / _ r .. / 1 inch = 30 11. 1 0 0 O `G 0 O O O O 0 0 O 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 o O 0 O i 0 0 0 0 0 0 o 0 G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z LU G 0 LU Q a 0 O LL J Q z_ 0- LL D 1 O N Q LU J 0- LU LU V / LU U w LU rF a � JOB NO. 182154 SCALE 3.11 _ 301 SHEET NO. 7 �w -w :`. : • ' MOVE EXISTING BLOW -OFF & ------- PROPOSED 8"x8" TEE ROPOSED 8" CL 52 DI WATERLINE TIE-IN EXISTING I WATERLINE w �w&(1)-8"GV. -- — �M000MBSTR ET � ----- -�-L s PDUBBLIC ROAD G56' R/W) XISTING 8" DI WATERLINE w w � i _ M _ _- --- w �w _ — � — _ SCOTT/R. Cb-LLINS'Z O H M w - w — U No. 35791 � 2 25++00 24+s0 �— �3+00 22+50.,. -, w GRAPHICEW �w ��o� 5/23/22 24+00 23+50 11 / z 2*pp �2 30 0 15 30 6120 IIN NOTES: 1 inch FE 30 ) ft. 3.. OCONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER PROPOSED WATER o \ PROPOSED WATER CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES 732 _ � I SERVICE LATERAL (TYP.p + b - - - - - -/ BETWEEN THE EXISTING ROADS Al PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL p 3 I SERVICE LATERAL (TYP.) - - - - - -- -- -_4 CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PROPOSED FIRE HYDRANT - - - - r - QQ OR PAVEMENT BEING PLACED. ASSEMBLY w/ 8"x6" TEE s I I PROPOSED C ER O��/t Q z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE SERVICE LATERAL (TYP.) S2 P09 @ THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. LOT G O j fj 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND Q LOT S' 'P DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING LOT A I, L i L LOT LOT O LOT LOT T C s c�" 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 zu 3 0 1 1u 18 20 o z s z 5 181 2 208 9 / � ° SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 0 1 7 r 80 206 \ , zo' ACSA UTILITY EASEMENT $ LOT 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. D.B. PG. I + MH-44 j I 213 S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL - _ _ _ y I�___ I - z0o'ACSA UTILITY EASEMENT I � I � // LOT / V INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Z o a 5 \ 0 F2 m ' s s / \ /� 1..1 LA 5 En _ S PROPOTSED 8" SANITARY SEWER \ i I LOT n w I� I- -- — I�l1 —. — — \ \ ,� / / LOT PROPOSED WATER \ 9' W l j PROPOSED SANITARY SEWER \ \ / / 216 SERVICE LATERAL (TYP.) 185 3 ~ 2l7 LOT SERVICELATERAL(TYPJ \ l - PROPOSED 8" CL 52 DI WATERLINE z - a LOT LOT )� \ \ \ LQTv I 0 235 LOT LOT ' 3 U a 3 I I 234 233 �32 �31 LOT p 186 w a 230 PROPOSED WATER SERVICE LATERALL (TYP.) _J o I / \ \ \/ 21PROPOSED SANITARY SEWER LOT E� o - - MH 40 -- -- _ / \ S SCELATERAL(TYPJ \ r\ \\ I i87 3 - n zo' ACSA UTILITY EASEMENT / \ V A A \ LOT D.B. � PG. I I � LOT s - PROPOSED WATER 9 \ \ \ S \ LOT \ \ // \ 3— \ •� ,. �- _ ��\e zx /1i0 188 E LATERAY'ACSA IPROPOSED8"xTEE Zzu 228 D.B. OT & (1) - 8" G.V. \ LOL09 W W W�8 lo+pp 227 LO� . EXISTING 8" DI WATERLINE Ln o 20+5p nnv PROPO 226 O0peG / SERVICE LATERAL l+pp OT EWER T NN �3 i j LOT , - ;.,, ROPOSED 8" SANITARY SEWER So v w A LOT MH 4z s \ :Z" PROPOSED WATER - ' L9 Igo, �/SERVICE LATERAL \ " „ I PROPOSED 8"IgI CL z DI WATERLINE ; 'S' A LQT / i V/ LOCPRCOSED SANITARY SEC R o �Q fix:22 2 6 SERVICE LATERAL (TYP.) - - \ -+ --- I: , • zo' ACSA UTILITY EASEMENT - p /(� A `rQ oo \ " PROPOSEDTYPEA \ 3 \ ` SERVOCELA LATERAL \ 5 / LOT 3 I " D.B. PG. \. ` B 9q G6�/S ASSEMBLY . V k \\ LO� a I (TYP.) LOT //f i �/ C` \ PROJECT BOUNDARY (TYP.) OT flO T�P(p \ B W / F.\ \ a .. OPOSED SANITARY SEWER 9 \ o Y 90 F �" xo°• T : c 9�L \ 38 O �' �, BLOW -OFF FASSE , \ \ / ti s L b TIE-IN TO EXISTING 8" PVC SANITARY SERVICE LATERAL (TYP.) - 3 7i EMB D6 TEE / \• L P 237 33 PROPOSED FIRE HY ti \/ 2 LOT ASS LYw/8"\ / { ` \ Q EW MANHOLE. PORTION OF X STING SANITARY TH A LOT 247 T \ LO i `•' �P�' \ \ % • ` / z SEWER AND EXISTING MANHOLE TO BE REMOVED. 193 v* ! SPA ��x/ LOT z46L \ 3 C: A. ' \. \ s MH 1 / ° I 2 4 O PROPOSED ANITARY EWER o OPOS S S o 4 LATERAL (TYP.)- PROPOSED WATERSERVICE YP. - 2 I ( ) -'�,: ` '-��' � a-� \ � � • m LOT 45 ,SERVICE LATERAL TYP. I a , 9, E`1 ' i \ N LOT ( ) •• a LOT I . : ': : `. . , OT 2 o a , - , • , • - - '•': • o Flo' PRIVATE LOT 24 194�_4 MH-2 xh zo'ACSAUTILITYEAS MEN�� 2 2 7 4 - ti �- `, • ' UTILITY EASEMENT ¢ s a. -. ti 24 _ PROPOSED8"x8 TEE -I D.B. PG. �p 1 \ PROPOSED WATER SERVICE LATERAL TYP. `CL PROPOSED FIRE HYDRANT o LOT - ASSEMBLY w/ 8"x6" TEE f 6 u' ' �• ' PROPOSED 8"x8" TEE &(z)-8"G.V. \` / 0 o PAC@.g: MH 54 L. o M M � LOT y - MGM SX� o° PROPOSED WATER // C A- M x zo' ACSA UTILITY EASEMENT 1 - + - �M •'• �•'•''•''•',-'PROPOSED FIRE HYDRANT','• ,�\ by ,( 59 - y \ z + o z3+oo - (• / / SERVICE LATERAL (TYP.) D.B. PG. MH-52 - \ 3 5 zz+ p M` ASSEMBLYw/8"x6"TEE. \ / / // // / MH-53 LOT 5 to+oo y M F ' Q� O L' / / LOT i / / \ �: 14 - zz+ \M r OP Q / \ 60/ LOT \ / b zo' ACSA UTILITY EASEMENT 00� Q M / i 57 / z ' TILITY EASEMENT : :` ' - - \ •' G j. ,PROPOSED 8" CL 5z DI WATERLINE c� / / / \ o U S D.B. � PG. D.B. 5z64, PG. 297 LOT LOT *SO �� o' u i LOT 9 5 — o / I P I ---- ----- / 7 o J // ROPOSED 8" SANITARY SEWER - `� M 3 A AI UTILITY EASEMENT . �. O i CS U S ENT �• > � ti r , / \ R P ED SANITARY EWER SERVICE LATERAL TYP. O OS S S S C LOT \ % ( ) ti MHz6` L • PG. \ OT - zI M / / / / LOT l I I • ��a rf � � *00 \ a, / / 6z � \ LOT - - LOT / / / / I I ! / x FIRE HYDRANT PROPOSED UNDER I I - S / 0 20+00 1 3 LEASANT GREEN PHASE I \ / LO LOT' LOT `. ` �' ` / / �� M / / i / / / ✓ ROAD & UTILITY PLANS (SUB-zo19-00071) 1 I T r, •:. zo ACSA UTILI Y EASEMENT P o \ \ / / / 54 I 1 6 I D.B. , PG. - I ` • ( 6 / / / LOT SERVICE LATERAL (TYP J xh 4 lilt 53 I I e' • �` e••• •/ ( 74 ) / /C\\�� "/ / h��\ , P /4g. �- I I �' `•' - �l % // l I / G R/!ti/2pxp SANITARY SEWER PROPOSED UNDER ° M \` \ LOT \ / / LEASANT GREEN PHASE I I_ �•" /'• LOT j ✓ / 1 I L - - r. MH z5 J / 5z / / / / LOT ROAD &UTILITY PLANS (SUB-zo29-o007) 1 \ LOT �` ,e . a` `.4 • % ` ` y \\ / / 73 PROPOSED 8"x8" TEE S EASEMEN - Mzo' 'ACSA UTILITY T \y/ / \ ' PROPOSED 8" SANITARY / & (z) - 8" G.V. \ \ f LOT 6" DI WATERLINE PROPOSED UNDER I \ / SEWER TYP. D.B_ PG. xo° / PLEASANT GREEN PHASE I ' \ ( ) // LOT — ' �`, • ` e `: `:`,: \ �/ vj / / \ / so / Q ' \ROAD & UTILITY PLANS (SUB-zo19-o0071) / / / \ LOT `.EXISTING CEMETERY / J \ / 1 / LOT // PROPOSED WATER M /\ \ �QLOT / g wCSHALL BE UNDISTURBED ` • ` • S \ \ \ 7 / / z SERVICE LATERAL (TYP.) / a �' / J� / 29 / / / LOT �\ \\ / / / 7 �\ gx0o 1 w : • : =-2 S \ \ /j // / / I 30 \ LO U \ PROPOSED SANITARY SEWER`, •\ ` \ \ J v T \ w \ // LOT Q w SERVICE LATERAL (TYP.). ` `. ` • ..V \ 1 // 70 TIE -INTO EXISTING l \ \ o °� �1tn/iPROPOSED8 CLSzDIWATERLWE rgx \ LOT \ O Q(y Y 3 N 5 Q ET1M H z W u/ y� 31 \ \ MH 2l+VLL S \ \ \\ LOT /// / / REMOVE EXISTING P UL G //\ \ \ LOT \ \\ \ /Q`O�yP S \ / / / / / \ / FI LEASANT GREEN PHASE UNDER 22 \ \ \e Qh 1 L _ ` \ \ \ 6 / \ &TIE -INTO EXISTING LOT \ O 0 4 loo' WPO BUFFER (TYP.) - \. \ / / 9 / \ / \ 8" DI WATERLINE \ \ J \\ \/ / 1// �8 �\ \O\D&UTILITY PLANS (SUB-zolg-o a71) \ \ LOT 23 C,\ / / xoo \ C8" DI WATERLINE PROPOSED UNDER 24 \ \ , LEASANT GREEN PHASE \ LOT ROAD & UTILITY PLAN S(SUB-2019-00072) \ < j LOT 68 44 / UTILITY EASEMENT ATCIILIN / // C\\ i /K \ D.B.5264,PG. 297 � \ l�// LOT / / \ i>x M -2 s SEE SHEETlo 6 / // \ so 5 / LOT z Lu Lu Q Q O�/ LL 7 J Q G z � LL.Lu J N � V) Lu Lu r10. V z a Lu o w Ln JOB NO. 182154 SCALE 1„ = 30' SHEET NO. 8 EXISTING 12" RWSA WATERLINE "MCCOMB STREET" SHALL — � w �,T�w,: wT ��`• �w; -w w w CHANGE TO "CLING LANE" AT THE _ _ • : • : ; r ; • ; •' - `. �� _ _ - INTERSECTION WITH LEXI LANE. w w w w w � — - — f �' 20' ACSA UTILITY EASEMENT W �A,1CpZ t�E} `D.B. PG. I LOT •QPE PROPOSED 8"x8" T E REMOVE EXISTING BLOW-i N E POSED 8" CL 52 DI WATERLINE ;• ;•',-',•'.•`r• _-�I TIE-IN TO EXISTING8"DIW n LOT P & (2) - 8" G.V. LOT 5 : : • - / •; \, LOT 1 1 (naA2AG1 • •.. LOT 1S0 5 �. .. PUBLICOROADS56RR/WT . PROPOSED 8 x8 TEE . LOT 148 149 l :: & (3) a° G.V 1 6 LOT M _ �1 1 1 - M M r- '' \ // LOT LOT 4 '.`MH-37 •' �/ M M�— 5 47 \ 45 I , 'M— _ 2 +00 — _ I- 22+50 1 r - �J 1 MGM 25+50 z4+50 �4+00 z3�— 23+00 z LOT 44 \/ / 26+°° 3 z*c / \ LOT PROPOSED 8" SANITARY SEWER (TYP.)- e' / — I 3-43 -- SCOTT/R. CtTLLINSZ No. 35791 i�l 5/23/22 _i LOT 142 RP OPOSEDWATER PROPOSED WALL -_ (MAX. HT. = 4'1 LOT 141 SERVICE LATERAL (TY-- - - 140 PROPOSED SANITARY SEWERP.) ' /' / 5 _ - M\+p0 ;° --_ PRIOPOSED WATER t- - - - o r SERVICE LATERAL (TYP.), M z9 I m - -_ - I _ _ - SERVICE LATERAL (TYP.)J - + PROPOSED WATER r I I � SERVICE LATERAL (TYP.) ' a PROPOSED FIRE HYDRANT 35 `, ` / \' / - M M 2$ I o z7+5° PROPOSED FIRE HYDRANT -- - -- I v COI O LANE ASSEMBLY w/ 8"x6" TEE I w ASSEMBLY w/8"x6"TEE CLING Wl P I PROPOS o R _ a I 56 I _ 3 > I z I I � _ OAD I _ � SERVICE -ATE PROPOSED 8"x6" REDUCER / i M/ 2S+5o PUBLIC R pG. - H O PROPOSED 6" CL 5z DI WATERLINE ' �M D g ` LOT LOT LOT LOT LOT LOT LOT LOT > > f LOT I LOT LOT w f M , \+°° r " - + 0 LOT LOT LOT 181 18 184 LOT zu PROPOSED (z) - 6" 4S*BEND 29 - I + LOT 182 3 I 3 205 20 208 2O9 210 212 Lu -- - / LOT CONNECT TO EXISTING 6" DI WATERLINE - + PR1OPOSED WATER �77 1]8 �79 180 2o' ACSA UTILITY EASEMENT I +o° I 206 ] I M PROPOSED 8"x8" TEE I I 3 D.B. PG. I I m I 44 3 - - w/ PROPOSED 6"x6" TEE & 6" G.V. SERVICE LATERAL (TYP.) Z < � j I PROPOSED SANITARY SEWER _ _ zo' ACSA UTILITY EASEMENT M +5° 3 & (2) - 8" G.V. - Z Q 3 I I I - I - O x t SERVICE LATERAL (TYP.) M x9 i giro_ L MH I I 21 I. PROPOSED SANITARY SEWER- \ SERVICE LATERAL (TYP.) X m I SI S ' S PROPOSED oN II J CLING LANE I 3p+p0 CG-12 (TYP) PROPOSED 8" cL 52 LOT w 3 I s 3 - _ - 0+50 r DI WATERLINE LOT 31+00 3 \ �m Z LOT 160 161-- Z LOT LOT PROPOSE o _ _ c LOT 1 --- EXISTING 6" DI WATERLINE - _ AO �� LOT 157 158 59 I SED WATER n - —L R - - - - - - - - - - - - I - - - \ \ S \ \ LOT SERVICE LATERAL (TYP.) PROPOSED FIRE HYDRANT"-- -,a Z 155 156 ASSEMBLYw/8"x6"_TEE LOT '� w I i� -- - - \ LOT 154 { PROPOSED SANITARY SEWER _L v Lu p C I PROPOSED SANITARY SEWER _ 204E - - PROPOS8ED 8" CL z DI 39 1 1 - 53 ,_' I' 1 _ I I 3 S O 1 I _ 3 � U Q SERVICE LATERAL (TYP.) NOTE: 6" G.V. SHALL BE CUT INTO THE EXISTING 6" WATERLINE 1 .° o \ I - - SERVICE LATERAL (TYP.) L 5 WATERLINEI I w H a LOT LOT LOT /� \ NOTE A SCHEDULED SHUTDOWN WILL NEED TO BE L o - OT LOT LOT COORDINATED WITH THE ACSA TO CUT AND CAP THE OT PROPOSED WATER' 3 _ H 30 I �35 234M233 232 ZOLOT // / f� \ \i \ a C PORTION OF THE 6" WATER MAIN TO BE ABANDONED SERVICE LATERAL TYP. - - - 203 186 0 ¢ I 31 J \ p 1 8 (TYP.) I_ w z3o / 3 - r - - - - - \ I - 'PROPOSED WATER SERVICE LATERAL (TYP.) L LOT - 3 RPRP OPOSED SANITARY SEWER S N LOT LOT MH- - LOT 3 PROJECT BOUNDARY (TYP. 137 34 - SERVICE LATERAL (TYP.) 11 a6 - _ -� 202 187 n 20' ACSA UTILITY EASEMENT I 2 - LO I - '�- LOT ` - -1 - - - 1- 3 = I I-� w II I - - I LOT -� LOT I LOT \) D.B. r P I PROPOSED WATER 1 SERVICE LATERAL (TYP.)/ 22 LOT z _z � LOT 76 . 3 201 I I i88 I II ' U 2o'ACS UTILITY EASEMENT S, I I - I- --- w ®I 3 + LOT I ' 163 _- - - _ PROPOSED 8"x8"TEE , `: °°• 228 � � - _ f PROPOSED SANITARY SEWER - �^ i Lu Q' w I - P - 1 SERVICE LATERAL (TYP.) 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Q ,PROPOSED FIRE HYDRANT,.,-... `•) ` RAMBLING BROOK LANE �— �M M=______ _�_ ASSEMBLY w "x °TEE F m 7 5 PUBLIC ROAD (49' R/W) 26+ M ROP 00 1 P ` OS ' t' U J I . W M +00 M z8 D.B. . PG. — 25+5O - M'�M I M .� • Y N n M z8+50 .,... : •w; '. :. , .:. e d -- 25+00—M :� LLI M •.. • : .PROPOSED 8"x8"--TEE --- , I - - M :`•:. •:. •:. .'. •; `. • '. 124+50 ., - , I . • & (3) - 8" G.V. . • . • _ , , ,,:,. I zy+oo z3+5o z3+oo _ PROPOSED FIRE HYDRANT' :.pR � w M ASSEMBLYw 8"x6"TEE ' ^ z9*5° .. :.,. , , ,... _ - 5- 1 I �,r MH-38 •' � •'. . •'. •'. • � MH 3i � .. zz+SO 20+00 `M � V / _ y ul\M (n ;. r l .Fr M , _ -_- - '7I I PR1OP� OSI I i I_ -MAINTENANCE EASEMENT -- - -- W BPG. w ED SANITARY I I _ I — T i- _-41 z { y 2o' ACSA UTILITY EASEMENT _ - SERVICE I I I ti I I PROPOSED 8 x8 TEE J 1 I LOT I 1 -- I D.B. PG. MH-z '' -- r UTILITY I r I e zo ACSA UT L TY EASEMENT I & 8 G.V. ' D.B. PG. LOT, 8` I LOT I I w 1 I 3 I I H -- I I I I I .{ U M W 4 � I / / I LOT , PROPOSED SANITARY SEWER I I I ',)` I I 7 1 I 8 8z LOT I •�r 4' 1 I / I `, I I I "I I I I SERVICE LATERAL TYP. I I `%•' PROPOSED WATER I .•;.•;.•;- .•.•' I I ( ) I I `.•' ',:`.- .•:•;.• 7 ,, � LL I 'LOT I 85 L I . • r . , . y I I LOT I , . '. • . -.` . • ' • .:. - , °* � � W 1 I PROPOSED WALL I I Hl P' I I f. , . / I / So SERVICE LATERAL (TYP.) L I 1 I I I I • . / I I ) LOT 1 I I .� 4 . .. ( ,, � / � /' io+oo OT I I 8o T / 3 I I I I - • •. �: ` / .9 i I 'iOT I I I I LOT L �9 M I I I OT LOT � ',I I LOT 8 I � � I I I I 7 zo ACSA UTILITY EASEMENT 7 I 9 I I I 1 I I 1 .erLL•, lr l I I I I a 1 1 I i I I / I I 1 i I 1 1 � J 7 Q 'I 7 L I I D.B. P LOT I G. 1 1 I 6 e _ I 8 I 8 _ I `I / I _ I i l I / / I1 � , l I / � M - I I o I c I - — I I — / _ I e R C� I _ — I 1 I — I o O 8 I � I I •� - - I I - - - _ r •, . •. • : � - I I I I I I I I I . •;.� ; .,-, ,• `.,';... 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' `• `, - / // : 70 // SHEET NO. c 0 U 0 0 U 0 0 c ax00� \ 1/'-8" DI WATERLINE PROPOSED UNDER 24 \ \ LEASANT GREEN PHASE I \ I 1 \ / LO �/ / J / I y \ 'ROAD & UTILITY PLAN S(SUB-2019-00071) \ \ zo'UTILITYEASEMENT \ ATNLINE // / \ \ �� LOT \ / //\ D.B.5z6y, PG. 297 MH a3 s SCE aFNEET \ -- \ zo'ACSAUTILITY EASEMENT \\ \\\ /�- :''.? ` "•j•`. \J Y SWM 4 1 \y y LOT 1 y y ALSTON STREET ROAD CONSTRUCTION ROPOSED UNDER PLEASANT GREEN PHASE I \ \ \ \ " ./• " " ROAD & UTILITY PLAN S(SUB-2019-00072) 1 PROPOSED SWM FACILITY & \ \� . t MAINTENANCE EASEMENT " TIE -INTO EXISTING \ } EX MHyS \ \ y SANITARY SEWER MH- 1` \ T / PROPOSED UNDERGROUND STORMWATER MANAGEMENT / �`: j " ". •) I y y y y y� / 1 1 FACILITY'D' - SEE VSM\PLAN FOR DETAILS (WPOzoz0000\ )\ \ \�g4s / \\ •,f" • "•� " `.. " \ \ - \ � � � j � y \ 1 EXISTING 8" DI WATERLINE 'c' w SIC R. LINS1z " - - - U No. 35791 � �� 5/23/22 �Q 1 0 \ \ ` REMOVE EXISTING PLUG & TIE-IN TO 1 — - 1 EXISTING 8" DI WATERLINE STUBOUT w Z I— N w ILu k T f u 2 'LU w W 1 �Ul �n s ROPOSED 8" CL 52 DI WATERLINE I 1 I I s U) 11 Z o a 1 + _ a £EXISTING SANIARY SETWER MANHOLE (MH-EX-iz) LOCATION OF REMOVABLE O U f 1 IM TO BE RAISED FROM I 759.75T076o.z5 u CO & KNOX BOX FOR H U) D EX. INV. IN=747.73, EX. INV. OUT=747.65 w to EMERGENCY ACCESS ROAD. I 1 SEE DETAIL - THIS SHEET u _ o F EXISTING 8" SANITARY I _ In z SEWER TO REMAIN PROPOSED LOT LINE (TYP.) 0 \ S S - - W ROPOSED 8" y5° BEND - - 2cce ' ACSA UTILITYIEAS MENT L 0 0 D.B. PG. LOT -IT EX. INV. IN=745 99, EX. INV. OUT=745.82 \ �LOT LOT LOT 122 123 y� % y 120 121 \ � ss 1 I I� / 119 \ / _.��• D.B. �. \ I \ LOT PROJECT BOUNDARY TYP. & (i) - 8" G.V. \ \ LOT LOT 118 m PROPOSED 8"x8"TEE I zo' ACSA UTILITY EASEMENT (TYP.) —� — \\� '' LO 117 \ \ \ 1 /• ' e18" STEEL CASING PIPE REQUIRED \ \ \ I j / MH-z> . "'. • ` I \ \ \ LOT 116 _ / i AT ROAD CROSSING \ I \ \ ,SANITA Y'SE - ss ��5 0 - PROPOSED FIRE E HYDRANT ^\ \ \ LOT LOT 11LF ASSEMBLY w/ 8"x6" TEE _ \ \ \ LOT 13.2 11 PROPOSED 85" CL z LOT \ 11T PROPOSED SANITARY _ 0 _ DI WATERLINE 110 \ SEWER LATERAL (TYP.) i \ \ F N / 109 PROPOSED WATER o \ LOT M : j/• LOT O \ SERVICE LATERAL (TYP.) M M \ \ LOT T 1 8 \ \ M N PROPOSED FIRE ': •' 1 1 +o0 30+00 LOT o6 107 \ =o \ ]HYDRANT ASSEMBLY : : •• ` y : • ' \ LOT PROPOSED 8"x6" REDUCER & 6" G.V._ LOT 105 \ = - 5 - 6 1 104 M p 49 RIW\ 30+ \_�\ PROPOSED SANITARY- \ - M UB`\\ CROA PG / - L9 �. o 03 :. SEWER LATERAL (TYP.) +So \ EXISTING SANITARY SEWER MANHOLE \ PROPOSED SANITARY ��. " � - \ �., e 3� - Pp,B• SEWER LATERAL TYP. PROPOSED 6" CL z DI WATERLINE M N� IL (MH-EX-io) TO REMAIN (TYP.) •' 5 OK� -- \ \ \ M O S / PROPOSED WATER ' R MH-48 1\ N6 H 39 i� ` PROPOSED WATER '_ M ,� � - 5 � 3z+oo M PROPOSED A R M t) . • - . CE ATERAL (TYP.) - M PROPOSED SANITARY I ® Cn SERVICE LATERAL (TYP.) TIE-IN TO EXISTING 8" PVC SANITARY SEWER : M - / _ / M SERV 3 + 0 S, -,\ PROPOSED WATER \ N \ \ WITH PROPOSED DOGHOUSE MANHOLE : •': •': • ?• `. '\ - M 2 5 - - SERVICE LATERAL (TYP.) 1 LOT ; I 5 LOT SEWER LATERAL (TYP.) -51 M I >\ M �3+00 LOT 1oa 1 � 9__ ' PROPOSED 6" CL-52 DI WATERLINE \ \ - \ \ \ \ 90 I 1 N \M 33+So \ LOT \ \ 1 I MH u � rn _ 0 \\\ 91 \ 11 5 / — \ � \ \ , — ; \ \ LOT N PROPOSED 6" 45° BEND 0 zo' ACSA UUTILITY EASEMENT \ \ D.B. PG. OT L - 92 \ : 34+50 r\ 1 . . . . . . . . . . . . . r. ..� of , — � - \ \ LOT Lu — \\ LOT � \ 93 �\ \ V } } \ \V � S PORTION OF EXISTING SANITARY \ _ LOTREMOVED / SEWER TO BE RE ED & /� PROPOSED SANITARY \ \ L (TYP.)\ — : •' _ • > EXISTING EASEMENT VACATED MH 49 = 1 EWE 9S - \\ \\\ \ \ - • \ 94 \ \ \ J , R LATERA \ 1 1 f O 6 Lu \ LOT y J `. i zo' PRIVATE \ 11 \ \} %\ \ - - 100 _, UTILITY EASEMENT \ \ } PROPOSED WALL V\ j� rs� j I I . - 1 D.B. G. \ 97 \ -4T. = 6' / zo ACSA UTILITY EASEMENT _ . . . . \ / r (MAX.( ) ` O \ \ . • • \ \ ��, 1. r. LOT 1 \ \ _ t�:E . / \ `. `. \ \ D.B. PG; J ) `.I' '�f?A \ ,l: 4 `•- _ LOT8 /XC)':. 1 s`s — 11 � f I `{ • T / I 'l \ \-------- ---- - _ - - - / / PROPOSED WALL I _ _ \ (MAX. HT. = 6') - /SWM FACILITY& / U) c� / ioo' WPO BUFFER MAINTENANCE EASEMENT SWM FACILITY &� \ � . . / D.B. , PG. ~ MAINTENANCE EASEMENT / / w / r \ MH-EX-9 D.B. PG. \ \\ ioo YEAR FLOODPLAI \ \ \ OPEN SPACE H H (WPOBUFFER) TIE-IN TO EXISTING MANHOLE (MH-EX-g) ' - _ / / J LL I 5.273 AC -- - _ -PR OJECTBOUNDARY(TYPJ J �. \ �\ // GRAPHIC <(' \ (� / - - EXISTING STREA 30 0 15 30 f 120 C) milim N \ \ �\ / \:\ IN FEET ) ,. / \ ------------- ) 3/1G' STEEL PLATE WELDED TO POST & GROUND SMOOTH 2-1/2" DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW-- 3/4" DIA. STEEL PIN W/ HEAD LOCK/B' DIA. HOLE FOR FINISH SURFACE 3' DIA. GALVANIZED _ �T� STEEL PIPE SLEEVE i CPAINT ABOVE GROUND PORTION SAME AS POST) CONCRETE FOOTNG ` 3/1G' STEEL PLATE WELDED TO SLEEVE 12' NOTE: DRILL A 13/1G" DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. EXISTING 20' S I ITARY SEWER EASEMENT (D.B. 3.396, PG. 69) I SANITARY SEWER MANHOLE (MH-Ekn)� E LOWERED FROM 761.92 TO 758.00 z Lu 0 Lu Q Q LL Q uz � LL I J_ (V Lu Lu Lu LL z W J G� f o w a In JOB NO. 182154 SCALE 111 = 30' SHEET NO. 10 w LOT LOT LOj T LOT LOT 18' 18. 1 3 3 180 181 PROPOSED 8"HDPE ROOF / FOUNDATION DRAIN SYSI �� PHASE III I-pROPOSEDiz" I 9 f-75z YARD DRAIN SY! - 74z - _ -TIE-INTO EXISTING STORM SEWER WITH / 1�'i 61 \ ` \ PROPOSED 8" HDPE ROOF/ �..� p F 4° 6 7 o PROPOSED DOGHOUSE MANHk�LE �'' �6' FOUNDATION DRAIN SYSTEM in z / - - - RF_zgq 3 I - A / �/ / C� �01 / 3o \ / / / / w 46.0o LOT G R-747° 5�h I n � I YD-8E � - - � �- 73 � � _ ~ _ \ \ / / L�� ..1�` °° \\ y • • � - \ / S� i��i�//i 5 FE= 6 N 8 PROPOSED iz" HDPE 216 �'• �� \ \ /\ \ \ / / /� / li ' io' PRIVATE 18 747 )/ OPOSED DRAINAGE / \ I \ \ \ YARD DRAIN SYSTEM -DRAINAGE EASEMENT I LOT \ \ S i ti• \ \ D.B. PG. LOT LOT LOT 737 \ \ LOT G1 \ /� \ \ 2 �33 LOT / \ \2 / 21 �.,1\y oo PROJECT BOUNDARY (TYP.) / - FE=746 33 44 ci T -3� T 232 LOT / / i \ ]/ - 6 \ / 186 a I I I o m D m „ T 231 2 O io' PRIVATE \ \ o, �ti \ / a n n � n � �•,iD 3 \ \ \ \ LOT .,1'' "� \` \ \ /- - N V V V y T DRAINAGE EASEMENT \ \ \ \ \ \ / G R=744 3 - N N 218 ^� LOT E=7454°/a a� o "'-V°' w rn v°'- � - o ° \ � w m z / � YD-8B \ I � 1° J- � � \ ,. \ \ \ / 1 � �� // / / / / ; '• / \ \ _ ° ti �: w / \ LOT r YD-gD �� - n �� / 5.67 \ PHASE III TIE-IN TO EXISTING STORM STRUCTURE 1 74233 LOT 743. 75/I \ \ EX-28 / ...PROPOSED 8"HDPE ROOF/ - � ,,1 3.88 -I �RF_uA� FOUNDATION DRAIN SYSTEM /I / � Qtii 1��' 28 \ \ \ / ,5'6 "�\ <` - - - - � � � -�L ,�` •' / \ LOT io' PRIVATE LOT G RAINAGE EASEMENT R-742d33 I 1 I PROPOSED 8" HDPE R ooOO F/ RF-zi IFS 0° LOT \/ \ \ \ L�) 13 ' oo \ \ 'w PG./ � � - - - - - - _ - - - � ' �.'>'• ' �' 11 N i E= o 7°h I ao+oo ° \ •.1''6.1 \ / \ \ '' 36 .. D.B.---------- -- /� r • ¢ `•' ------------- � r / z" HDPE 9 o lo+ IC S � L4T oo \ \ \ LOT LOT SYSTEM — — _ _ 3 + \ �� - 1�y' 226 \ / > ,�.;:•• ...• \ / .®° \ \ LOT � � -DRAINAGE EASEMENT \ .�+ \ lj+oo \� %\ \ \ /ol° \ ,,13 1 \\ \ \ / RF-a3B \ \'°' t.p, EX-z6 TIE -INTO EXISTING STORM STRUCTURE G R=74 .00 RF-i8A _ \a Q- 'S 225 \ \ / P �� LOT E= 0.6 6 o \ d 0 �''1 \ / \ / / \ \ TIE -INTO EXISTING STORM STRUCTURE Q \ \ \ MCCOMB Lp STRE�T _ LiOT GFER==7743o9.g$o3 70/ 3 PROPOSED 8"HD. �,�3 • . , .. ., " / PROPO\SE�D 8"HDPE\ RO- OF/' °Wt /ol\° (��.1.\,1''� 'ao o2/2 4/LOT \/ { ,�•/ '' / / �> o ^^i h OO \ \ ° \V \ �SnD 6' USBLIC STREET /- W FOUNDATION DRAIN SYSTEM zaPG.z97/ °'/y \ i I� ° 1 1 (� �� 74 \ \u �•,1 G1 YD-8 / y {c\ °+ -- v 9 o io' PRIVATE DRAINAGE EASEMENT' 1 ..\� ti 22 / /. % ' .. <v \� o / c� LO N D.B. , , \ ® Cn G R=73800 _ 3 N ti /o .1'z i % \ /L RF z3 > _ r o. LOT N L �/ N \ Q L7 \ ¢ V' h o : I/ : — �. N N Z i OT `'. ', � • ' io' PRIVATE DRAINAGE EASEMENT,+ I ^ o' l� - � �- .00 FE= k' SPA - �� ro h Q „ co RF aaC / 737 i PROPOSED DRAINAGE SYSTEM. S \ Q \ °�y 33 i 1 2 O G D.B. PG. o H d W • •'. •• :•• `.' .� -. � O. •\, \ i ' a RF-23A y U �� \ ,•,a YD-gB i I 67 zo' PRIVATE DRAINAGE EASEMENT `. . ;.', ��` ' 9Q �/ �L \ 1 / ' y PROPOSED_8"HDPE ROOF/ 2 �� / W - N y co 3 D.B. PG. / % RF-0! zo :' ' FOUNDATION DRAIN SYSTEM ow a o a i G R=737133 � 6 i �. �• .\ . O 9 //� .a •\ LO Q ,� ^ O �- LOT FE= 8.bo 4% I 13 `. `. `. �' '0T'S 09 �F / zo' PUBLIC DRAINAGE EASEMENT / \ / / k / Ln LOT CC 1 \ G 1 73 �' c 9� Fj `v / / D.B., PG. 239 L�7( / w �, LOT / _ 93 i6D SPAC:A: ` 50' PUBLIC'. ax ae / ; • / o, / T / I ° w 3 N w L T ?45 _� \\ 34 � / � u� X i6 G R�737 33 o . - . 3$ ': •_. 4,_ �` •:. • ro48.9.��% - - /z /� \ %• ' % / � N d � a LL L \ � \ (� N • '. •DRAINA E EASEM NT \ I•• y LQ� �4.5 LOB 1 + I D.B. PG. \ 4 / \ / ro Z) > m: T- 2 io' PRIVATE - L Q 7�% o I I ROPOSED DRAINAGE SYSTEM, - , • ••�,`. • 22 °, �/ / �'RF-i6 /\ v .`�'. • \ / '� o- L T _ — 2LF 44 x YD-gA 194 \ RF-18 .:� � d `. • t. ; . •:. •:. •:. •. • `. • '. • `. •`•�'�. • h / Rio' PRIVATE / / � ' - - 2LF2 3 AINAGE EASEMENT � 3 � Q YD ( , . . `. O / 24 2LF1 i 9 i .\ _ / � �\ `DRAINAGE EASEMENT \ : \ PR/ SED iz" HDPE � I � / D.B. PG. / i OM i Z :' • . _ . • . . • `. • `.•:. •:.• ` .`, : i, \ / Y - I FOUNDAOT ON DRAIN SYSOTEM. - - 't � ':�' � LLB • _. •. _. -. i ARD DRAIN SYSTEM EM. .. --- F �;�, i6 .� PROPOSEDVDOTSTD,CD-i .• .• .'`.•`.•`.' :'' Q�O�Cy .% Si \ J � io PRIVATE DRAINAGE EASEMENT � • --', • . • . • . • , • , - , • . • . • . • . •, •PROPOSED zo' PUBLICS' �P Q • � 58 //� -�• _ �7z3 D.B. J PG. ♦ \ . `` -. -` ,_ `•'' DRAINAGE EASEMENT \ ;n� QO // `' ' ♦ • . �. . � m '� ��' / � � ._ i - -� . o r • WRAC-€.�` \ ( • - s �M _- ;`. D.B. PG. n/ \ / {w_a3+5o � � � , ° �, � �/ LOT io' PRIVATE DRAINAGE EASEMENT � \ \ + S 5 (o p65 - LIJ O 16B M M ° x i QJ ?�' D.B. PG. Lu LL � rr•�� 6 `•, z + o + :..\`. 59 - - a 7 A REPLACE EXISTING DITOP / V _j Q 5 M L9 , : •�. � � ' / LOT � / 1 L S '-:•. . ; �'• � • 1LF p - - m-zz+oo M �. • i' ` ' / 6� / / / \ 76B y \ zo' PRIVATE DRAINAGE EASEMENT \ . \ O _ OT 4, PG. z97 Z /• j X-52 5 LOT - I --I Q D.B.D B. z � 11 4 •• - V - o \ \ REPLACE EXISTING DI T I S � �� , •` , " tea\\ x / T PROPOSED 8"HDPE ROOF/ y o - - - � (� FOUNDATION DRAIN SYSTEM YD - �� .� \ WITH NEW MANHOLE TOPS i 1 VDOTSTD. CD•i✓ LOB / iB- - N LOT06 GAR=737. GAR= 6. 7 LL , • '. • -` • . • . • . s . - 1.�V / m/ - r zzx a0 2O / �� s 1v 1 /j i LOT Y — — — �3 — •\. • • / o \/ � � \ LOT � � i F 738.0 76 FFE=737 3 : `. LL �4 o 16 T`\ I q6/ �/ / / �. �/ 2 / d 11 nn -PROPOSED iz" HDPE YARD DRAIN SYSTEM TIE -I G STORM STRUCTURE I _ \ W N V W/io' PRIVATE EASEMEN I (IYP.) I 1..: N n / I 1 \_- - - - - r p o, 5 6 V / D.B. J PG. / N LO X 1 W Z EXISTING T �i v I 3 / � • ", NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE X ' ,' , , � -\\ \ „ � \ � !� � \� / ' / �/ 54 � / '' ?6 / / / 1 I \ 1 LbT\ 7 8 - \LOT INSTALLED AND STABILIZED UNDER A MINIMUM OF OF AGGREGATE \ o - �' zo' PRIVATE DRAINAGE EASEMENT /I 1 7 I \ y I - < Q TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. ♦ o y '; . C \ ro / / / /` - / - / _ � \ � '1 YD-iA J-eT Cvy� D.B. PG. / / \ \ - I/ � LJJ 12 - - - - - - 53 / / `ti 1 / LOT / // i 1 1 \ - w 0- 0 / - - "z' LIMITS OF PMF - `. ` : •�\ . - : `\4: •.` �/ / / / \ / PROPOSED VDOTSTD. CD-i p�/e \\` ?oxoo PROPOSED VDOTSTD CD-z // / / LOT / j // �C ♦♦ /i M BREACH // LOT, % C7 / \ y"Y /LIZ- ----QJ' \ LOpT / / / \ \ LOT ui 720 - - - `` \\� /L i //// LOT - - / ado f �- G R/� 9 'i9x M _ \ 51 Lu LL \ _ \ \ PHASE I // LOT 29 -71 LOT - \WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE \ \ g / ' \ zg ' / / / / / LOT LL " LL EXTENT NECESSARYTO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / \ \ 1sx o / M� y o /// % 20 \ / Jm N� \ Z� \� - 1 Tom` \� /zO �- // / o \ yox0 / / \\\ LOT / j !' •� / t Q 4� N W \ Tj' Lu i F W -\ i• \ / // / 7 / �� I \ LOT i \ \\ • % / J ��— —y _ •`.•4•,..••.. �.,. \ \.✓ \ /Gi // / / / \ Y l `/, �� ` ,, �� \ / // �/ LOT • 1 / LOT / \ L/ zz OT \ 32 \ / / / LOT LOT \ \\ \1 / aj o w C sea E 3 \ Ln \ \ // 16 I/ aeo 24 \ I i \ JOB NO. LOT PROPOSED \ \ \ / I182154 \ y, -,� 68 VDOT STD. CD i / \\ \ \ \ / ` LOT SCALE \ ' 44 PROJECT BOUNDARY (TYP.) / �� \ \\ / / \\ / \ - - i / F ` S y IN FEET ) \ ♦ 1u = 30 i E \ \ \i / / _ SLOPES STEEPER THAN 3a SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX � . � � \ \ MITCHLIN \ � 1 i ch = 30 £t. �-' / -,�,.�,-• „a,,,.,.�� \ i \ >� ` SHEET NO. WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF �� •. I m, �� LOT \ \ \ \/ ° •• r��x .� '> ; / � '�O � / ; / _ / 6o LBS. PER ACRE, OR 3. LB PER 3.,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) EE SYIEET 13 \ / SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX 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 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYP.) EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. / iao' PRIVATE DRAINAGE EASEMENT / ' - / 4 D.B. PG. / --_-_- \ CTBOUNDAR S� ' w / W.- . w .� " - w 757� w z w - w w - - --- ---- - - 0�o N5/23/2 .cv4j B ROJE � Y w w w / Z1 _ --_ - w / - -� Yl IN - / / YD-yC 7 8 r- - D 8 760-r .` .. - - -- - - - - w w \ _ rt ; _ . • _ - -r- ION PROPOSE "HDPERO / IT - - - - 754- I /1 FOUNDAT DRAIN SYSTEM �-- •' Iv 50 LOT 1 2 :• ' ` `. • '. SP�4CE E . - - I LOT 5 ✓� : , •,' .F, • � 666 ' _ SLOPES' \ \ LOT 1 1 I /`.' _ _ _ WITH AN ISO 5 ('0.1g2.q,C •,'. I • ,- .• .• �� \ 5 -lam _ r- .•`.•'..,•. . .••.: � MCCOMBSTREET• , \\ \ LOT 1 n Tn 10' PRIVATE 6o LBS. P YD 4E f \ \\ \\ 1/�$ 49 y R . ` M PUBLIC ROAD (56' R/W) M------ - - M LOT RAINAGE EASEMENT' '. / • . - � � � � \ \ 47 T v T A m z �� - '. , •D.B. , PG. w _ �,- � M. D.B.D B. P �So WALL MAINTENANCE EASEMENT \/ LOT 45 �46 \\\\\\ ,a ❑ m A w /M-- - - �- + - PROPOSED 8" HDPE OOF/ LO \ 1 c v m m❑ a �u D.B. , PG. 59.3 �. m + 0 z + o +oo R ,, v ° P sg cs Q z5+00' FOUNDATION DRAIN SYSTEM 1 Azz+So \ \\ oo w I LOT 1LF4 y c �� \ \V / Q a w ° I { / / M/� k00/ z5 5 / 66 4 3 zy+pp 23+5o �3 / X_3z \ LOT 1 - -- / o o rcv - m �a� 764TW LOT 1 2 4 n o u, d° \-- 76o B1W 4 M� 26+50 DRAINAGE EASEMENT - _ - _ - - - - / -6 _ - - D.B. PROPOSED WALL _ �- - /_ - } _ (MAX. HT. = 4�) I 1 O r - - - F-13', O - - - '00-w - PR8 OPOSED HDPE I � u m v, PROPOSED VDOT STD. ClD-2M � � ' _ _ �- r N TO EXISTI FOUNDATION DRAIN SYSTEM I o/ _ +oo - I Y F - T - T m D- - CO I 10' PRIVATE DRAINAGE EASEMENT / ��: /. i - z8 �7+50 m m G1 m D m D u A m _ y m Ln D.B. PG. I y8B �r1E / - u A 3 m 1 1 1 H Gl m y m m D m D m u A CO .> .- r f7i - m D m u u A a u _ CLANG W 10' PRIVATE / m D R' u A i u� N n n A n u n u° //� OAD( ^I o n of o ) 1 v Y) Z i 6z 56' RI � u� a � Y � N �n N .• � u � � to � �n � i1 6o BW, Mi 48 UBLIC R RAINAGE EASEMENT u, w N N m" V I w u, l ° o o o p m p b° b w / Q� i^ o F 28+5° D.B. PG. n w o o w o w t� PROPOSED DRAINAGE SYSTE D•8 w o L w o I a o LOB a ° L ` > .. -M� %/ - : 1 I d o ° LQ LOT LOT 1$ I o x I LOT �T LOT LOT LOT I I LOT / � EXISTING 1i"CMP OT LO r CULVERT TO REMAIN 466 F-10 j 29+p0 - F • r o LOT LOT 1� 4 , N L a 20 OT 20 23.0 211 1 212 W _ 0 1 RF-a46 + - LOT 181 1$z s oc u o I 5 �a 208 9 + 1 LOT c/ 1$O PROPOSED 8" HDPE ROOF/ oo W m 3 I 20E) ] / ii AGE EASEME P 1 A CC - - p BPRI AT PGRAI 1 1 / 213 _----- I a A + U� I ]] / FOUNDATION DRAIN SYSTEM m T � a I - - _ ° i = o T �„ a I / I I I I I 3 00 - - _ I - - - I - - - _ zo' PUBLIC DRAINAGE EASEMENT M 29 yy I l - - - - CLING LANE I' - - - - _ PHASE III pROPOSEDaz" HDPE � PUBLIC R/W °r 1 �a T� m J 00zI b 5 _ - - - - u, o w J YD gF 75z YARD DRAIN SYSTEM 5 748 \ D.B. 5z6 PGv97 cn 3°+p0 46 -ate - � �k\ 00 0, LOT I m' I / 74600 70 7aB 46 / I 3°+5p- r a G/I' °� •o ° LOT RF-17A I ` p YD 1+00 - - \ m A J 'D o LOT - - - - -� _ - -TIE-IN TO EXISTIN 3 L T LOT 1 PRO OSED 1z" HDPE I ° j5° _ >° - - _ _ YD 9E - - L - oA - - 74� y0 5 - - _ - 7 0 PROPOSEDIC 3.58 59 YARD DRAIN SYSTEM ' I 3 7- - - _ - - / - - - - - - RF_agq 7- I 3 ~o I1� % I G/� R=7 . 3 y6. )0 v - - - - - - - -YD-8D - YD-8C 1o' PRIVA� PROPOSED 8"HDPE ROOF/ I 3 a FF = a.00 LOT LOT G R-747 0 6% n IYD-8E I I 7-- - \ 5 - �� FOUNDATION DRAIN SYSTEMI I / FE 747 6♦) ~ ROPOSED DRAINAGE SYSTEM \ P EXISTING az" CMP / I =7581° 3 \ 3 / I - - DRAINAGE EASEMENT j 3 20LF ao PRIVATE 1$5 I \ / Y CULVER EXISTING REMAIN / I 139 E=758.d ?' PROPOSED 8" HDPE ROOF/ - D.B. PG. D -DRAINAGE EASEMENT I ' 4 LOT LOT LOT 737 b \ s 0 1 756 34 34B 1 AR=749.00 / 6 0 \ rn FOUNDATION DRAIN SYSTEM FkE=749. 7 LO / D.B. , PG. G _ y5 _ - - _ 2-35` LOT LOT _ - 10' PRIVATE 745 67 - LC�T 5°� 2 233 > \ w N j I FE=746 33 G1 3 2 2 LOT RAINAGE EASEMENT / / s 144 ^' „ " T 3 231 10' PRIV� E 75 7 - - L86 I I o m D m D 3 I 1 1.6 D.B. PG. m 2 0 � AR=75�. r%0 g ��1R=7y7. 7 / / G R= N � r V �D m DRAINAGE EASEMENT \ \ / zB RF-6B 75z _ 74 f C o + I o w v V YD-8B FE= 4 +_ � �o F E=74833 b 7443� � N r N r � .� D D.B. PG. LOT , .. 3 _ PROPOSED 8"HDPE N 1 5 IL I .y. LOT \ V two ^ u 3.37 7 4z FOUNDATION DRAIN SYSTEM 46 D-zD 162 GAR-RF6.6 / 202 YD- D - + o o - Y w / / s F E_ 5y� PROPOSED 8"HDPE ROOF/ GAR= / r {\ _ {o - -' \ / LOT \ / PROPOSED 8" HDPE ROOF/ R LOT r I 4 / { I\ / �/ _ ^ 747 FOUNDATION DRA3N SYSTEM 746 3 74z 33 FE- io _ -/5� w m FOUNDATION DRAIN SYSTEM- 75�33 7° 4z AR- '1 z' / LOT E_ 754 0 176 - AR- 6 5 FF f47 O LOT LOT 74� s I \ _ / / 75 .00 _ RF- 4 FjEE 5 7 - - _ I LOT E_ 8°61 / 743.67 L w I � YD-3D -I- � 5 N I I 201 / I� 188 'PROPOSED 8"HDPE ROOF/ _ / I - - 16 ao' PRIVATE DRAINAGE EASEMENT - - - - - / = - L �- r -75 5� _ { G R 74z 33 ;.; 1 _ /I / _ PQ.13� 228 I_L.I w / PROJECT BOUNDARY (TYP. 1 DRAINAGE EASEMENT q RF 4A _ LO5 I I 3 74 3 D. B. PG 3 GAR-745.00 / / LOT - I FOUNDAO+Io00N DRAIN SYST�E�Ma�� PROPOSED RF-za I /F� �o° L Q / / J 3 AR z.6 + I 21 8"HDPE ROOF/ C 7 1 w / / - - 4 FE- 1 G R- S5 o F E 745 67 LOT / E 743.do o '° 1 to / / / I _ D.B. J PG. 753 I LOT FE=746IO° �n i' 200 I 140 -mow \ 50 2 CM Q P OPOSED VDOT STD. CD -a YD-zC o 1 • / I 18g I FOUNDATION DRAM EM 1 / 10' PRIVATE DRAINAGE EASEMENT ° I 16 + , RF-1 w 74B \ �� O O I a °y LOT o I 4 RF_1 PROPOSED:l HDPE 9 0 \ Q D.B. PG. LOT 7 - - o N / / � � I I = 3. 0 7% io PRIVATE � ,� I � � / _ YARD DRAIN SYSTEM YD-gC -10' PRIVATE _I_ �n 10+50 I ,1 RAINAGE EASEMENT R-75z'O 1 3 - - - - - DRAINAGE EASEMENT _ 3 N 6` �% FFE= z. 74 I I 74333 AR=744 • RF 16A 10' PRIVATE PROPOSED 1z" HDPE / D:B. PG. FE- 6 ,�Lu 7s 7 _ LOT 6�r � / DRAINAGE EASEMENT ,YARD DRAIN SYSTEM I YD- C ° ° 16 7 I 3 LOT n o 0 iii LOT I 5 6% F=744 0 G R-74 0o RF-a8A v i D.B. � PG: YD-3E oo ( = 5�. 0 5 _ - LOT / I LOT E- o.k 6 / 1 r 1 E= z u �- 75 173 ^ R= ao' PRIVATE DRAINAGE EASEMENT _ zx \ Q / 75 i 3% 743r33 - So O / YD-3F 753.00 7 .6 34 E=751 3 I I S°/ 77D.B. PG. 399 I 19O - 4. ` \� 4' II LC�T FE=744 b0 PROPOSED 8"HDPE ROOF/ �3 �\ Cn L AR-74z o - - PROPOSED 8" HDPE ROOF/ N z / LC1 R-751.� ---LOTPROPOSED1z" HDPE- 166 { ;r I _ _ 7393 o T }t- 0 3° F�=7 7 LOT G R- 3 FOUNDATION DRAIN SYSTEM OUNDATION DRAIN S\ EM N F E-75a.6 A o.o YARD DRAIN SYSTEM o FE-74o.go 7/ •' Q G R z.6 + I \ 134. _ / - PROPOSED 8" HDPE ROOF/ I -I v �o F�=75o 6 y z.00 LOT �4 8% T lg8 w lgl ° ? `• �'� 74 , Q J FOUNDATION DRAIN SYSTEM OT I I LOT - PROPOSED 8"HDPE ROOF/ YD-zB 1 / E=743 33 3 ;I GAR=74a. 3 / I I = `1 ° \ I I o + 10 PRIVATE DRAINAGE EASEMENT' \ d /� ° 4�° LOT G R 738 00 _ 3 I D.B. PG. 7 Go 7 LOT LO 1 O I I 132 F E= 1.0o FOUNDATION DRAIN SYSTEM 16 F E=74z.o LOT / FE= SO� M W L G R= PROPOSED 8" HDPE ROOFI / 737 3& • - n 0 G _ 74 33 ;PROPOSED DRAINAGE SYSTEM- O /L q f L g 12] 12$ n G� T R=75p _ 5� ` FFE=750. - + LOT E= r{i�oo FOUNDATION DRAIN SYSTEM �97 YD-g6 / lg2 \ 10' PRIV/ATE DRAINAGE EASEME T `'\' 9P G�OjL \ \ J LOT �T m m I E= a. + 4 - I N �w - - J E D. .`. l/ J Q Q L I 26- u I O� 7 u o p GP(R-749 33 _ r / /10 PRIVATE DRAINAGE EASEMENT I R-740 67 3 D.B. / PG. �i O 16$ % G R= I (�� . �:: •' � 0 9 / D.B.�PG. FF =74a33 LOf - LOT 73733 I� 13 ;©PAN \\ o�y�9�c� i O / G R=74a133 / 1 FE=738.bo . w I 4�3 1 O LOT ° / z0' PUBLIC'• / -n L� E=74z.bo 8°h 36• vi �96 - 93 I 16D � ' • 'S�:A{•E: fA. � ' W � ur A � � - - - - - \ 33 16 / A �/4 N - I - -• \`. o H m o. _ - - + I' G R- o. o DRAINAGE EASEMENT 1� v - �° - --- - 9 ° GR- a 9.E1' 1 �� ROP_OSED VDOT STD. CD-z \ 3/0 / . +737{33 4$ D.B. PG. ~ J LOT . y LO� FE= 0 v, ' •. `•`. : ••', \ . / 73 +I ROPOSEDDRAINACiESYSTEM'- \`. Q z u 7 FOUNDATION DRAIN SYSTEM YD-gA 1 0 z J • . .: - - ° RF 18 .; � `.�• � `:: � "'� rq -- a --- :: - S 73 33 YD- •' 10 PRIVATE 50, . ° M o (49 R/W) 3aB - - - - - - - - _ j ` L•' 7z 1 did Q N _ DRAINAGE EASEMENT .YARD DRAIN SYSTEM o D.B. pG PROPOSED 8" HDPE ROOF/ - -- . _ �� v, M-M z ' 0 -• / --_�T - or 7 / z8 z6+5o v 30 \ - M =z= FOUNDATION DRAIN SYSTEM - - - - 16F PROPOSED VDOT STD. CD 1' U / z7+5°- / �^ z6+pp� 10' PRIVATE DRAINAGE EASEMENT F�•': • •'PROPOSED 20' PUBLICS ' /- _ - - z5+50 36B z5+oo M o M - D.B. PG. �, \ - �.. DRAINAGE EASEMENT .•j;M Y a ° _ _o i - �- -s,- 117111 M M-z3+5o= M- D.B. PG. n/` / z9+oo / 5 / SWM FACILITY &MAINTENANCE 3 I_L.I zy+5p 6 z + °o�M - , i / -� - j-T I-`.PROPOSED6'WIDE'-'.-' •' r:EASEMENT=D.B. PG. - i zy+oo /` O- M \ •, :: _ Z ' 2+50 ei `�4M ` / PROPOSED DRAINAGE SYSTEMI / - / - i - - y i - / r I m __ DRAINAGE BENCH . I o - - 11 IUl - / 1 5 { - - _ o PROPOSED DRAINAGE SYSTEM r✓ S `'4 � - ` I AR- z - 75°5° � ' . • i { I - I �_\ � - - - S - - s • � z �, �, i W ro I BSMT= z 75 7 1 74z BSMT= o E L4- - - 1 A -753 67 I FE=7�� 755z 74 5 I I I 741 LOTS 73 5 f FFE-7473 7 1 Z3- 7 GAR I 737_ / 1 BSMT- oo L I 1 7 o BSMT- 6 R- 8. - I I GAR= GA_R: 736. 7 ` . `LL . AR=7571 =75633 - - - - - �' • ` `J5 73.E � � - - { I J3Z Z - - � � � zzx a zo' 2 � � I_L.I E 7s8� I �'1T=746 5° I I - / FE=739 3 FF _ FE 738.o ZS 1 3- I 7533 R-74o. 0 1738 BSMT=7z .50 I I 7383 / 76 - 6 SMT�j48. 7 / / - LOT 7 4 $4 / I I - �36' 82 7 6 LOl _ 7 / 7361 �MT=7z 0 5MT=7z .17 BSMT=7 0 l) 4 �4, ` `. i; . r % �3 \M �T Lu 593 75 1 / / /LOT 7 6 $ SWM FACILITY &MAINTENANCE 7 y LOT BSMT=73o.83 1 { / I / x _ W / / \ 1 / / / 1.. oso az6 LOT I � I / / \ ` . ` C. � ✓ __ - � I / LOT NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE 7 p LbT - LOT `: ` -• � �� p i 7 I I I (MAX. HT. = 6') / 1 ' ' / 7 8 \ . - • INSTALLED AND STABILIZED UNDER A MINIMUM OF OF AGGREGATE o. _ LCfi 7 $ I - - 2 L ROPOSED z' YARD DRAIN SYSTE I I I { TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. p i Q WALL MAINTENANCE EASEMENT � o - � - � / I � 1 I _ _ , - �1 g ( 1 - I L I /I NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE \ `. 8 I J,B. - ' PG. - i j36 / / / 733 TV/ 26 , < 73y L WALL MAINTENANCE EASEMENT I I LOT / / \ INSTALLED AND STABILIZED UNDER A MINIMUM OF y" OF AGGREGATE PHASE l l y •'- \ • - / x O PG. TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS.\, -'. `\ ' 74i �7lij ?o ® O 7 0 i - - / / ( I _ /' - �/ / / PROPOSED VDOT STD. CD-1 xOo N - ---- - - A�: - LOT / �� r QUB//0 1 --- \ 7z8 -- --- - �12� - - _+-`73 ` �% 49 GeRO Q AO/Lu 49, U zO r - _ �30 R/ / - �( S / / L7z T - i i ( ) / \ SLOPES STEEPER THAN :1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX �. `, - I / J w - - • ; � i."PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATARATE OF / � � / __� -= - - '. . • �`• - ` � / � j �2 �:- � 0 w / (MAX. HT.=6) \ -- ', F i FACILITY'C' - SEE VSMP PLAN FOR DETAILS I �6o LBS. PER ACRE, QR 1 LB PER 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYP.) �� - - t \� / / y / a in G ` / i ' WP B BUFFER TYP. i ��. ` _� x / LOT / / (WPOzoz000053) \ - - oo O U ( ) - _ �.- / S x - - / JOB NO. �. - -� ---_ - - __. GRAPHIC SCALE - �� \ \ w _`` y / 71 / 182154 �'SWMFACILITY & so i' a i as 3oi sozo z- . I 20 SCALE SEE VSMP PLAN (WPOzozoo0053) \ A NTENANCE EASEMENT i 7 LIMITS OF SUNNY . I/. FOR SWM OUTFACE DESIGN - - \ D.B. PG. T _ v _ f i DAY DAM BREACH I - i ioo-YEAR FLOODPLAIN (TYP.) IN FEET - Q w. _ ,% - Z.• \ / // �70 / /. �` ✓: 1 ✓ i / 1 Ci O O O ) - - I / rt.Ln // / 1 inch 30/ �. _ o _OPEMIX RATE OF \ �' LOT ��' SE (TYP) �� \ EE SHEET 11— t .,., � ! 10a� 6�\\ \ \/ \ PROPOSED21'PUBLIC // / / _ /'- \ \ —W O 1 — �' .„.""" ` \ // \ / - \ / DRAINAGE EASEMENTS - - - - 1 \ \ �/ , SCOTT/R. C�LLLINS'Z D.B. PG. �L / ------ \ \ W \ O > \\LOOT\ / / / \\\ \ \�— — / w o \ c \\ 0� 5/23/22 W` _c4 + �0i O o Q O O 1 O A Z Lu Lu Lu I v o! v v r v A / // / —Un Ln PROPOSED SWM FACILITY & MAINTENANCE EASEMENT \ `• " �• \' \ ' • j j / \ \I\ I 1 / // // £ PROPOSED 12" YARD DRAIN SYSTE \�� \ \ILLL \ YD-3GU co O a .,,.,,. \ ` `.� `. . • '. " j„ ,,. / / LIMITS OF PMF 1 / / / � f VAR. WIDTH SWM FACILITY &"\ \ 1 r� ' \ / DAM BREACH \ - - _ - _ - EXISTING SANITARY SEWER MANHOLE (MH-EX-12) MAINTENANCE EASEMENT `. ` ! •� ` / \ I RIM TO BE RAISED FROM io' PRIVATE DRAINAGE EASEMENT 757.00 / H w 7S9J5 TO 76o.25 EX. INV. IN=747' 3, EX. INV. OUT=747'65 £ z ✓ r `,\ . ` ` + . ' \'" •":" 7 / / / �. ` \ 11 \ \ \ I 1o' PRIVATE DRAINAGE EASEMENT758.67 / S > z \ PROPOSE NDERGROUND STORMWATER MANAGEMENT / I , S / /� / w \ \ \ /- SLOPES STEEPER THAN 2 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX D.B. PG. / W \ FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) / ° l \ 3 I / S _ � \ \ / \ ,i / / / WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF / / \ \ a \ \ \ \ ; / PROPOSED i2" YARD DRAIN SYSTEM / o - \ \ a �\ \ \ /' s"\• • / 60 LBS. PER ACRE, OR i LB PER 2,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) \ \ / / / ` +�io' PRIVATE DRAINAGE EASEMENTce Q \ \ \ �� \ VAR WIDTH SWM FACILITY' \ \ / / ✓ \ \ - - - 1 / / / / � li-t \ \ O O PROJECT BOUNDARY (TYP. 758-00/ + 1 D.B. LOT LOT (� \ \ �, a &MAINTENANCE EASEMENT \ O v e / — — IN I ) LOT LO 12 \ \O \ \ \ \ / � a, � \ \ D.B. , PG ° . �.` `� • • : � � ' " � , / , io' PRIVATE DRAINAGE EASEMENT � v / /� YD-6D - 1 / D.B. PG. I _� LOT / / 122 3 - A I m 120 121 0 \ /.� \ m m �o \ o \ \ q \� b o ) co . 1 \ LOT/ I c� v / mit O ° `. ` \`. r" . r. 1 / EXISTING HOE -EX-i L) (1 53)� RIM O BE LOWERED ROM762.92nTO758.0 m A �+ TING SANITARY SEE VSMP PLAN WP02020000 / /� ' e• ' LL• " R 757 T / .O i. •ILL, i'. / YD 6C LO �Ei8 II ❑ �++ �� o / \ FOR SWM OUTFALL DESIGN / �`, `. ` ` �` • { / EX. INV. IN=745.99, EX. INV. OUT=745.82 � � PROPOSED 22i LI——" YARD DRAIN SYSTE _ LOT 11LF 11 ^ u y o n RF-8A 20' PUBLIC DRAINAGE EASEMENT 160 \ \ LOT 112 C o v W RF-2i4 D.B. PG. LOT \ 111 9 A v, ➢ PROPOSED 8" HDPE ROOF/ / j � / / \ / /\/ / / / / / � 75 � YD-6A L� 1� m p j � � � '0, • -� - `� � FOUNDATION DRAIN SYSTEM+04 M i / / / / , - / / , . '. • ' _ \ LOT 108` � \ o o LZ'� / \ / / / / / / / / / YD-6 \ LOT 107 C j o o `�- io' PRIVATE DRAINAGE EASEMENT �•wu� '.3�4\5�. /LO 10T 3.0 3 �. nm w \ \ \ i D.B. PG. / / \ / / / / / / / -� � ' -• ' • `. %� OT 1p5 m - rn A "'m"m �� o � RF-u - / /M Wl 30+50 LAC FOUNDATION DRAIN SYSTEM3,,50 PO k 11 5 ^/ / / SWM FACILITY &MAINTENANCE / �r�— — — -_ __- — o _ ' .�;� • / — — \ / .°ROOK LPN � - � .� 1�n+ � �1 �I C•fAR-ZS G EASEMENT D.B. PG./ ,y j� $ ✓ / / // ` �4A 646 2 \ \ / •' o PROPOSED8"HDPE ROOF 3 — Y - 1 l7 \ 6 TB ` 1 y - -_ / / 303 1 BSMy V / / / �� ; • FF R7 8 75a 7 \\ \ 44 ' - FOUNDATION D SYSTEMQ 5 f GAS 75 00 / / �• LFO RAIN/ � S LOT S / __ _- - / ' io' PRIVATE DRAINAGE EASEMENT 3a+5 �FE=75 T=7s 7 ' ` \ BSM / X 756.56TL M 6oB RF-izA D.B. PG.. $ \BSMT=7y 83/ / / / �07, 10Y /J / / 8 A / / � ' �/ / PROPOSED DRAINAGE SYSTEM 1 M5 / \ \ BSMT= 5o / iOT \ /40 / /-50 A M 33+So- �� \ FE=7s8.8 \V-�1 LOT 1 9 \ / / / / \ �, �A `. / \ ✓ ' / /G R=75�33/0 \ — 34+00 i MT75 1 - 92 FF =758.�q �. y •'' ; ; jLOT ASEMENTILID B&MAINP�NA 101 - / \ . •. •'. .�� " _/ 'PUB 2yD.BNA, PG.ME A � DNT 94 V / • \ % �P`RO \ \ . •• . • . • •, ', ; - • ✓ %"� POSED sT RMWATER�, 1 � 7�4 =74T 7 \ -_ 1 a � \ � � / / i4 . ','r'', •'-�': • / MANAGEMENT \ �'% R=757.33 I LOT \ \ - \ �\ \ y.. G / ✓ 1 51. 1=756. o _--- \ \ , \ \ \ : • SEE VSMP PLAN FOR DETAILS- / / I \ / FF \ \ ! WPO2o200 / LOT ( oo5 / j� y } '. d 1• 1 -7:4� BSMT=7 .6g \ 9� \ \ \ \ -y 4 ! '. '. ( i• ��•' s = 1 �� 10o � LOT \ \ \ ' \ • / / �. :� T - j.; 1• 7 4' 1 Bs T=7 1 1 1 97 \ \ \ \ \ \ \ 6 r \ 4 .TOP. ! r . . �: : �. '. ' �/i \ / \ \ / �'• \ - y T • / LOB \ \ _ :• C£.. ; j / / /98 1 1 \ 144 74a - - 13b • ' ; 1. i. rl ,; ' `, ,/ / / / J\ 37 55 • 1 r' WALL MAINTENANCEEASEMENT�` - - - _ ; •i• • : `�. I / ✓ j' \ — D.B. PG. lk \ \ — \ _. ". � / ,... :•; •... •:. � :ram 1 '.F;• // l �' '•�'• — •%- ..... �:•: • .; : • ✓ -_ — — — LL ;- / •. � � .!... , •. / ioo WPO BUFFER- _ — — — — \ . •, . ; ' '. 74?' / %. • _ \ \ - , •�8.' • ' / % O - \ \ \ SLOPES STEEPER THAN :2 SHALL BE PLANTED )J. 1 — i.c� \ \. �4 1 SWM FACILITY& \ , \. — -- — — — ' / WITH NATIVE STEEP SLOPE MIX WITH ANNUAL / \ \ l' • ' AINTENANCE EASEMENT " • ` - . ' / RYEGRASS BY ERNST CONSERVATION SEEDS AT -.-'�• _ \ \ \ \ - a / D.B. PG. \\ �Sp- - - \ \ J _ . , . r A RATE OF 6o LBS. PER ACRE, OR i LB PER 2,000 SF, '- • // f 001 o UNLESS SPECIFIED OTHERWISE (TYP.) / /. \\ "i I > V - / n /. OO SWM FACILITY &MAINTENANCE \ \ /.' .. f'` \.. \.\ / a„�`; • .,,'tom' I". j I _ /� / I \\\:EASEMENT- D.B. , PG. \ •'•'• •'' •' � _ �' . / AGILITY& MAINTENANCE _ :'1r' / SWM F \ � \ \ \ �\ \ \ \ — \\ / ( , • ' r r / / � / j / EASEMENT- D.B. PG. r SEE VSMP PLAN (WP0202000053) / / OPEN SPACE H FOR SWM OUTFALL DESIGN /. O C. . r;;. / : +......,,_,._„_,,.,.,,_„_„_„_„_ / o a (W PO BUFFER) o, PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED " - I OUTLET OUTLET PROTECTION w/FILTER FABRIC - / / ' LIMITS OF SUNNY �� / �„ •" / /// O O O O O O O 5.27 jlA� O O O c' UNDERLAYMENT (L=20', Wi 6', W2=12', D z.5') / DAY DAM BREACH — / /` �,•"\ // O / O Q O �„ \ \ 000 \ O �,,. A A AV A/ v �// i / i / f / : L �,.•,."." / EXISTING STREA \ \x� j , ; ,ems,,. — '— O° @° @ 0 C Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prol,4ded (feet) 53 24 7.1 18.2 24 55 24 8.6 21.2 24 57 24 9.6 23.2 24 //— o 0 0 / / GRAPHIC SCALE 30 \ \ IN FEET__-- -___—\ 1 inch = 30/lt.---- o \ 1 TYP ROJECTBOUNDARY(.)/ \ O \ \ 1 \ �` / < \ r —ioo-YEAR FLOODPLAIN / O ( 0 F N M � N N O CA N N Z W J J_ U) L9 LU H O wU Y LU I n D C. Z LLU U U) AM z LU 0 LU Q Q 0 Q 0Q J LL LU J Q zz �a LL. 0 1 N � LU z Q � l7 LU LU (�� `J z V LU J G w Ln JOB NO. 182154 SCALE 1„ = 30' SHEET NO. 13 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 CONSMUCRON. 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 STABILIZATION 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 �,�• . No. 35791 a 5/23/22 ��an�' �� - ��• �, MAId•�. ■�..•� III' d..J� 114 `„1/' �� . ®6 , �• • III III III II i ,Ii •IIUi_ • §0� �I �..; d • 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 C� I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NOTE: PROPOSED LANDSCAPING TO g ON-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 IxacA,m 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. 4' CONCRETE CURB &GUTTER CG-6 4" CONCRETE C C fTE ( ) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS 3' FINISHED GRADE SIDEWALK CLEAR ZONE CURB & GUTTER SIDEWALK 2. STANDARD UNDERDRAINS CD-1 OR CD-2 OR UD-4'S TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE 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. Exrsr. GROUND 2% 2� 2z 2� 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD 3'� 3T 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. NI BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY EXIST. GROUND STONE B EXIST GROUND 5 6 -13.5' 1RAVELWAY 13.5' 1RAVELWAY 2. 6 5 ,- 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. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE II OR III PRIOR TO 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT Q , NCCONB STREET/CLING LANE (PUBLIC ROAD 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' aTDE 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 2= 2$ 2S ?% .. . 6' PLANTING •'•• -`, 6' PLANTING 4" STRIP 4' wp T 4" T STRIP 4' WOT 21A STONE Nf BASE 2 Af SUBBASE STONE BASE sroNgE B25 T sroO? sNEE B2 ._ 5 6 5 6 5 EXlsi. (FOUND _kl_ 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 CONCRE/E 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 LFavNn so E'e'"'eI I �sUeBASE W Ews SUBGRADE. r. sonu,x •gµ7Ngggp BASE I Pwaaseur-0ur •Py.� �' 25' p' } ,D' d S' DRAINAGE I (TRAVEL LANE) 55 R/W (TRAVEL LANE) I IF a STIET PARxgMI I 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' Rllw) 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 CONDITIONS INDICATE. COURB 4 2 R a5-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED,° 25 NPH PARKING ALLOWED IN BUNPOUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUJIIII PARKING SPACES 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF • FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. + 6" 1 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 • 7 A • .•Q " 4" CONC. PAVEMENT «a NorE.3,000 PSI 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE A r 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. 1' 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 E.VST. GROUND GT 21A eASE ggEKA� EXIST. GROUW ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE 1-95 2o' REAR SETBACK PROPERTY LINE _ 20' 1J DECK OPT 4: FDEC�K Txo) DECK ECK OPT (9 .6) DECK (1T'X 10') ____ (17'X 10') LENNOX I, LUCAS -------- -------- ,I LUCAS LUCAS li i6 it li I it �_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 - - --- I s I I s _ I 4 LLL 10 18 MIN. z - - 5 MIN:'SETBAcK. ` 51 ` ;. z5'MAX. SLTBALK° CG-6 CURB I PROPOSED ROADWAY ASPHALT PAVING - MILL & OVERLAY NO SCALE 35 NT ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E N Q M N Ln N LL Cy) O N LU N W J i > U) H CD 0 CD N z LU G 0 W Q a 0 0 U) J z_ o IL.L W LU (V w 0 u z Q W (rW V z LU U w W 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 B'" MI"B• INITIAL BACKFILL Bza INB 'WIN 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.J. 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 "A") 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° m405- 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 2W 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�,g� 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) CUOSED r Sp N A p y PICKHOOLESS 1 7/2 D r T [38mm] �IL O I TH 5z r O O (�2 N m m Se W (2) CORED PICKBARS 1 1/B' (29mm) CIA BOSS D 27 1/2" DIA 1 1/2" [6Bemm] �{I [38mm] m 28 1/I 7 [667Mm] � [178mm] 26' DIA 1 1/2' RO [660mm] IF m [38m, 1/4, (6mm) Dbl 3 11 24' DIA NEOPRENE GASKET [79mm] O [BOBmm] C I I_ 28 OM I I s/8• 23' DIA MIII(` F [722mm] --jll' [78mm] [584mm] T 35' 6' CI DIA 25" DIA JU [914mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION _ 27 1/2. CIA [699mm] 1 Ile [78TG1] - 281 4"DM 667mm [ ) T 1761TNn 24' DM I _ [606mm] l 28 7 1 V CIA 5 6" _ [722mml C16mrn] 39" DIAM [914mm] F aMl=_ R SECTION F-I 26' (B66mm 1 1/2" 2/i 6l' [38mm] 20mm C ] r � � I e (51mm) LETTERS (RE:Ca'"ID FLUSH) 0 22 13I7fi"1Smm]'I 2 1/B' 3 13/16" 579mm 87mm C ] 54mm C 7 0 25" 1 3 8" 0 11/16' / [835mm] [17mm] C35mml 9/18" O.D. OF GKT GROOVE [14ri SECTION VIEW 1/4" (6mm) DW SOFT NEOPRENE GASKET SEE A�EEMMBLY DEMa (2) 1Y91ft 1/18 X 5/8 % t 1/2 [� 1800 RUBBER PARTI# ONS1045 SEW `` PCKBPA6 [5mm 1 5/8. (21 Off 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 DA 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) MITT 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 LOTH 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 .., 1. •," t".•N �L , 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 LOCADONS 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 " :'. , M, L•':. MIN. 12" CLFgIRANCE BE PREFORMED BY '". • BETWEEN EXISTING PIPE MANUFACTURER (M - `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 A 12' MIN. CAST -IN PLACE ` 3,00E PSI CONCRETE BASE FOUNDATION SECTION VIEW 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/ [OVTLM T-0• AT TOPt PAVED 9tl1110EN PAVEYTr 1EILLPL .• .: :j:. SIBGRME OIRIFT PPE SEE NOTE , wT /G M. *B 2Ly, A ATE OR TUEHED GLASS IEEIIM M VMI ERIO.TON IEMWYErIi, IEDOE a PAMD 9auE5 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'% 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• CRIPNES61m R 3/0 MALE NI ARNOKO EOIK "' USE AL ATTACHED N W FMBr rm LOW u SATTACHE ON DUK R6BENWAL ND RaCAnN somas. T%111• TEE xTD IN SyEA1W FlT,RMS z DUAL SERVICE t^ OTRNOSROH [ 31e NAM EST COUNTING OR APPRONEO LEGAL P TYPE EEC MET GINNER OO FOR UA ON GETAC"EG USE FAMILY RETER IS L SRNCE NHEflE AT IMIOATN ICTFN Is NOT NRONOm. SINGLE SERVICE NOW. 1) RADIXES SHAUL BE USED ON PVC PIPE - ruRr EroN uD FwSEWn MADE +/b BEro LIM*N� Y� NRPTAMN STEP WEST _yam 2„ "'.y V4,(�i BRbI A5 'C��-. NECESSARY ti BANG M Dxsr umM Ibx AND sLITER (z-Ixcx :'}`},�}_✓` :-' 'tk'N a• DIM1CIrA PPNx RPE, fE^ R}Y' 'L%, LICK STOW POCKET, WIT Gl .1. TOCK Ass) }�� 41 k+N,•LL"4�++,.L .4•.0 sPEc. zOL xI. 57 AIWEgTE 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 . EMNL E OEAEN® WRR IN FM 9RTER *EOTTTLL DRAINAGE FMILD 0„ IOVERM T' ' AT TOPI PAVEMTr 9EMME a+�T PPE AT *5) MDREDATE,ALMODUS • FpE MASS ATEMEETING ON CRUSHED MASS ION REc Ra GRMpnax REQIMEMENr. CURB MID GUTTER SECTION 4-• EMBOLI CDINCTI N OUa0•IfE qLl PAY MNIa FOR TO TLET Tp NAY 46• fIB01l Elf-Ut OUTLET PPE x0 SCALE FRAI Da�ANDANDE STANDARD PAVEMENT EDGEDRAIN P6E I« 2ATD FAfET 1 N 2 EVISILW DATE EI 'S. VIRGNIA DTARTUENT L4 TRANSPORTATION 7I ED I TYPIC TOP OF CUT TYPICAL, PM LIMBS FOR CUT OUTLET RR: TO GRADE PAVEMENT ELBOW WITH 45' DITCH LINE ELBOW WANE FILL CROSSDRNN CD-1 AT LOWER END OF CUTSEDGE OF PAVEMENT CENTER LINE SECTION TRAVEL LADS S IWIx TYPE ISELECi N/,rERML) -- -i-- ey {.5• TRENCH PLACEMENT Av x PAv w1TS FOR OUTLET RPE TO SHOULDER LINE BEGIN ATS• r PAVp1ENT STFA£ S BANE TOE M FILL suaeME p ITYPI C h o. .6.e- -o. o,",�SELECT YAlTW lYPEIWE �� ITYPICAI o. pNN ro,,,, "CST IIS Iff- ATE. »B AGGREGATE W CRUSTY C/ GLANS NEETINS »B WMATNN 'REQUIREMENTS. PLAN VIEW 1�-=, CEOTExraE oRAWHxE FABNo (PLACEMENT OF CD-1 CROSSDRA)N1 OR r- PAVEMENT SIAFAM M BASE 0 0 L SUBBAGE OR CEMNT STABILGED SOMME 0 0 o gAOL.T MATERIA'- TYPEEOR SUBERME �IGENENT OR LIME STMUND) �••••• oo057 ACCAEGATE, %G AGGREGATE OR CRUSHED GEOTNTLE DURNOEE ELMS uEEnxc »a auDATOx EQGLWMexrs GENERAL NOTES FMmc t UNLESS WEdFlCALY IN SCATEO CROSWRAN WILL NOT BE LOCATED AT T15 POINT WHEN WDTH AVERAGE AND WBGRALE ARE STABILIZED. 2. THEROiN WALL BE FILLED WITH AGGREGATE MD TN GXLY HAD TAI TO WAKE NA PACTNESS NON -PERFORATED OUTLET PIPE 3. OUTLET PRE WALL BEGIN AT THE EDGE OF THE MAVEL LANE PAVEMENT AND SHML BE RIDED W A GRACE PARALLEL TO THE SHOULDER SLOPE 2 x MIN (3 % E9RMLE) NME. CRUSH ING STRENGTH 6. ON CURB AND GUTTER SECTIONS. WHERE R IS SAUD LE TO OTHERWISE RROYIDE MGM 61_OUTLETS FOR CROSSWANS THEY ME TO E LOCATED SG M TO DR. INTO DROP NLETS OR MANHOLES 5. ON SUPEPELEVATED SECTORS. NOMH 4 TO BE UNDER ENTIRE MOMENT AREA M1H OUTLET PIPE ON LOW SICK ONLY. S NVWT ELEVATOR AT OUTLET DOME OF WREN PIPE TO BE A MINIMUM CE 1'-0" MOVE NVdT EMV.EA N RECEIVING MANAGE DITCH N STRUCTURE. x WNL THICKNESS LAIN) - INCHES 7, AL CORRECTIONS !ELBOWS, WYES. ETC.) WITHIN PAY LIMITS PN OUTLET PIPE ME TO E OF THE AWE NV3XIHG STRENGTH M THE OUTLET RUDE. NXNTESTED AiMADMNG TO ANTIC G-2412 AT Rx DEF M710N. 9. OUTLET WE m E SECURELY WNEdED m EW-TOR DrxEx DRM'AGE smeruRE. �VDOT STANDARD CROSSDRAIN SPECEICZN RDM AD B9CE STMIpM05 REFEEILE BEET + OF T REVISON DATE (AT LOWER END OF CUTS) 2'u of %1&W 011% VIRGNA GEPARTENT 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'M SHALLA. "BE ENTRANCE A WDTH OF 5 FEET. All "STREET MPROKH SAME SURFKING GENERAL NOTES INMMUS TO 9E AS IA' M AIRLINE IDIDWAY ISEE NOTE 3) BROWN ON INNER l WEN OEEO IN LOMIJNCTNN WITH STANDARD M-3 IRMWS i0 BE K KNOWN O1 PANIC OR CO-T. THE CARS FACE W THIS STANDARD IS TO BE ADJUSTED TO CATCH THE MWNTAaE CURB GO-p OR GG-g CNFIGURNI05. Z �CSTAANDARD. CURB RAP OESKx! 10 BE SIDEWAK ISEE USED WITH 1piE Y a I OPT10114 UNPAVED SPATE fLO,A LHE� S MANURE PAVEMENT 3HAL BE LONSTINL,EO i0 THE '"� ---- o+--- REQ LIE IERGMUS IM IMMUNE BTPHLIUPN MENTRA PAVEMENT WNCX CAN BE EYPAl90N T p4TlEp IN HIE ENTRANCE.) CARRIED X, y I ,pNMNT a. RADIAL OR COMBINATION GTB GUTTER NOTE; MOTH "B" Y-b' OR A$ W NNNLIIE ROADWAY HOT ED D T EW SHAM HOT BE CONSTRUCTED EYCAD THE RAw LEE E%CENT FIR FE0.MEYENr PURF035. srowx ON rvPDA SECTION- A � PLAN! VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE FADIS CANNOT ACCOMMODATE THE TART REQUIREMENTS OF ANTICIPATED HEAVY TRUCK HIE ROADWAY SLOPE 10'PMMI.0 IEMR/NCE ONLY, iRAFI THE METH FOR SIDEWALK 4 WHO RAMPS WITHIN THE LIMITS OF TE RANI SHOULD BE TO ,". (SEE C4m MIRVE EDGE OF PAVEMENT OR ax W%. DINCREASED GARDE C11A-- p OPTIONAL FLOW LOPE ® S. PLANS ME TO INDICATE WHEN CNSTRUCTOM K A ROW AIRLINE RO.VIwpY _ _ 14E _ NOTE 71 LUXE IS REWEED TO PROVIDE POETIC£ MANAGE ACROSS E ENTRANCE IS MAN. ® _ D GRIOE ONNGE ). THE DESIRABLE IN HE A-LY ENTRANCE NONE CHANCES "O' ME LEERED THE ALO RACE ECCHEFF 0 TMI-E. THESE VALES AS NOi ITO S1R¢l A NOT APPLICABLE GDM'ELTINB. 'MI 2D'NINIMAA FM COMI+TGA dmwcE INTERSECTION NOTES B . WHEN W-11IS UMD FOR STREET CONWCTDAS III W CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESNED N ACCORDANCE 'NIIH METTO POLICY AND THE IFPLILARLE REQUIREMENTS SECTION A A o1s*ADi ROADDESIGNMARC&. IAp1E'UMO STOPPINC - s°FONTi I FLCRLNE ANY REQUIRE WARPING OF A ylryr EPTON•L PORTION OF CUTTER TO PHOVIGE FO9TIVE NPMM.E a ACROSS THE INTERSECOON. TIII'll�lR - ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 Ix.E.5.1 _Il - SECTION C-C ENTRANCE VDLIxE GRAD CxAgE 'D" DESIRABLE NNIMUI HN MIE TNW 150o wo os Ss ENUN sax ax LOOP LESS THAN5 LESS TRM SW vPD ssx ex MITE: L.W. EXTRMCE ORME iIAE IS NOi AFRICARE i0 STREET CONECTI016 WECIfK` N `VOC T REFEREME METHOD OF TREATMENT ROAD MD WNWE srAvpeaps 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMEROAL ENTRANCES) REYEEDN DATE PIES 1 GR 1 WROMA CEPMTMEM OF TRANSPORTATION 07/U ZO3.W GO 12 MrE: COMPONENTS OF LItB RAMPS MONIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWAY DEPTH IN INIIES AREA N SQUARE YARDS) CAB WHEN INIRm ICP2 M CC-3 N LIWAR FEETI GENERAL NOTES W CETECrOBLE WMIW10 SURFACE AREA IN SQUARE YMOS) I. THE DETECTABLE WARNING 3HAL BE mOWCEO BY 1PoMCATEO TINES BE S OF THE MWL ITEMS IS ACUT RATEIPAY ITEM AD SXOLLD BE SVWMIZED FOR EACH CURB Ni RMP. 2. 4L DETECTABLE WARNING SURFACE PRODUCTS SxAL MET THE REQUIREMENTS OF SECTION SEAT OF THE WMFICA,L-A6 FOR M-12 DETECTABLE WARNING SURFACE. ILfM'NN RAMP ICI YAN DETECTABLE P WARNING SNPNC PRC 72. USED SXAL BE FROM THE MATERIALS 11 MM IPPPING PU OF LIST NUMBER T2. ]. ROPING STIES OF CURB RMP ANY BE PWI£O MCMLITXICALLY WITH RP1P FLOW OR BY WING PERMISSIBLE CONSTRUCTION JOST WITH REWRED BARS. 4 4. SHOCKED BARS ARE TO $ N0. a % R" PI 1' CENTER r0 CENTER JUNK BDTx Ross OF THE RAMP FLOCK W-DEPTH OF RAID FLOOR. MINIMUM CONCRETE COVER 1'/e" OG MASK 5. ROADWAY CUD / CURB AND GUTTER SLOPE TRANSITIONS AAIACENT To CURB TYPE A NAMES ME INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. PERPENDICULAR I CAR NAYS ME REQUIRED FOR IDEWAKs AND SHARED VISE FARM. WE WIDTH OFTHE �11 AAJ M. CONJUNCTION ACTH A SHMP SHALL ARED METCH PARKTIETMiNMUM WIpWHEN TB1H SHALL BE ,M USED WDTH V• �MFR pSRIMYN�'S�S. y. ' OF THE 9YAED uE PATH. , r A'r ,5'. N „A pz i, �',, ,R,xv. bMN dI T TECT MINI H i 1 F WIDTH THE A\ OE AAE WARNINGS SHALL EXTEND E FULL WD OF E M CURB RMP LMOINC FLOOR. i T2l 8. CURB RAPS WELL E INSTALLED AND LOCATED WITHIN PE`MN. CROSWMKB 12N MAI AS PAWN ON PLANS OR AS DIRECTED BY THE CNINEER. WRB RAPS SXWLD NOT BE LOCATED BEHIND VEHICLE STOP UNEILOHT POLMnRE HYDRMTSUNOP ME ETC. s TYPE B B. THE MAY HI PLANED LA D WIT IN TAHGTTS F THE PROVIDED THAT PARALLEL THE NRB CPEMNc Is PLACED WITHIN THE THE C M THE ING IS AL THAT ME SLOPE Ai TIRE LNNELIKN OF THE WRB OPENING IS xx •x•v v'"` T BH7NT', A, KRIENKNLM D THE CURB. "1 i:•Yi . V5 , ? IO. UETECTI$E WARNING SURFACE PANELS SHALL BE INSTALLED RUSH WRx r AN A% ✓ rs THE BRIM C£ CURB. A i It. OL WCTFN OF PM TUCH HAVE N La N SCUR AA NESTREET CONNECTIONS IETOETECTMLE WMXNC WRFKETSXAL NMF NRL X� ACTORY RMUS MA BE F E BACOHIEO AS EEE CG-QR BY ES 5 ARG 20CIURER 10 METHODS OF EACH OF LORD. SEE CC -RAINS PONES 20108 MD 204.0) FN I.Ei1gD5 Lf INSIALINC EEIELTMLE WMNNGS ON A RADIUS, AT�YN AT 'X. , 2" H4HT iXM T EDGE A PAVEMENT AT XX . SAE M TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED TINE y .N"-24" CFO 00 o DD L J0 0 0 0 ...000E I0000 OD 00000 LAwwc RAIY 00000000000000o I' 00000000000 a 00o r o o D o o D o o D O o o D oo 00000000000000E e� I s°N'T BRIE DIAMETER 000000000000000 DETECTABLE CUISINE OP DIAMETER AT BANK DECORS o QS.XE VMIMLE F0.L WD,x QF RNIP FLOW SE NOTE It BA4 tlMETER I DETECTABLE WARNING TRUNCATED DOME PAY LI4ITs INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL `VppT A COPY OF THE WBNK SEAEO MD SIGNED INVMG 15 W FILE IN THE CENTRAL OFFICE. SPELIFICATgN ROAD AID ORION STADADs CG-12 DETECTABLE WARNING SURFACE SHEET LOF 5 REVISION DATE (GENERAL NOTES) 10s 02 TOR GET Q•A* VIRGNIA DEPARTMENT OF 1RM5"WTATIW 50AT COVER UFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON UD 18' METER BOX �1� Try �YA tiN1 18' % 6" EXTENSION 6" /P PIPE YSLOT / I (2 PLACES) NOTES: (1) A 1-3/4•' DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8f1-1++ METERS) NTS FIG. W-7 TD-13 T G BACKFILL SHALL TAIN ROCK MATERIAL THAN 5" IN ANY N 8"MIN BACKFILL* EMBEDMENTT$) 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 COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3-WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 CC -BD *TORN DE A� f• 1R 1 ROTH C£ EHrgMCE p' LMIS OE PEDESTRIAN _W' LIMITS OF PEDESTRIAN ® --- IL ENS MUDS OGLENF ROM E%PM9]N JpNi NON-iRAVERSNBLE .' NPAVED SPACE uMAvm SPACE E%SYNC OR mM0A0 f s W4TX OF SIDEWALK OR SOFWAK SR10E HP t Lam! �C IN NLLAOS IN E%PM'90N ,qNi ENTRANCE G'JTIER Ei y W Vy3L {II! C F R ESS RNIE A EGS RNTE ¢y w W61 Row uxe �' PEDESTRIAN ACCESS ROUTE DETAILS WITH & 3 WITHOUT UPAVED SPACE enDITNNA RIIR-o EA." 6 DEC ED E THE LNIT. -TRAYS WIGIN C1 pEDESTRAN ILLE55 IS NN EXTEXO BEYOND EXISTING E%pAN9N JOINT ABSIOLUTE NINNM Is M ROPOSEO I.. RILNT-OF WA9 yam. DURABLE MOOLMINIMUN 1Is 1 EDGE OF PAV NT PEDESTRIAN ACCESS ROUTES 'WIDE A CMINW15 A � ® UNCOMPLETED ST/SE.FIRI MD SUP RESISTANT !-' PATH CONNECTING AL MfEBSMILE ELEMENTS OF A HALF PLAN uSEOI BY PEA` CA WE APPROACHED. ENTERED AO II Is. C F PTESTNM ACCESS ROUTED IRE DENC g MIN MOTH 41NINJN 4'iRAVEN518LE WIDTH IS ACQUIRED WRH A M E.2% CROSS SLOPE. SECTION B-B WHEN USED M CONJUNCTION WITH STANDARD STANDARD AR CC-T.IXE WBB TED O LOPS p•-p'• CG_3 OR Is To RL MJusFAC TO M NIS UNPAVED SDEWAK SPACE PARABOLIC THE WUNTABLE WID CONFIGURATION. 9PYE LIIOC . i. , i. NO IIK BUFFER e. i 40 TO YIY CHARGE q 4e t4 ^P 8% f • b.b tr" 4.4a=• SECTION C- C C 6" AGGREGATE TIME CLISB Al ME51 CND. TYPE �IIZE 21B '..ry. SCOFF s•-D^ ® PC11r Of GRACE cXIILE iOR CURB MO IRTER ONLY W Z MMINIAI N 4L1£ AT MI 'O' IMTERVK9 FOR 90EWAK CURB MD NT1FA AM % MEDICAL EMT Z Z Z 3 F N•XMM DECEA4 IN SLOPE FOR FRSi 9' IXIERVK MD BELT CNwFTiE a % YMMJM DECREASE FOR SUCCEEDING MNW 1D' INTERVALS A- SECTION A -A SECTION D-D o�D0:MDMDS STANDARD ENTRANCE GUTTER FW&O" ROD SWEET 1 CP 1 REVISION DAME SDZ PL13.03 D]/I$ VDGINA DFPARTNTI OF TRANSPORTATION CG-12 A s 12- C-C, 9• LNc4j CONSTRUCTION -� GET Ir' c-c r�M crTNHcnN . 1211 MAK S MR 12,E MM }pr L RMP HARP WITH BUFFER STRIP IS EE TANI (SEE TMLE1 TO 2VTN WTTER PAN SLOPE LTR/M9iON MITER PAN SLOPE TO 2I1 LHi0UC" RAM LENGTH wt MM 5'LN TO 200 THROUGH RAW LENGTH WTTER PAN MNRMW ACNE 20:1 QO NM s ✓ b-D- MIN SXNS TO MATCH FAGF %WITHOUT BUFFER STRIP IV OF PO 1 CUT© �-� BAGN OF CURB 4 20:1 AS ;III EXAMPLE INSTALLATION METHODS -SEE PLANS FOR LAYOUT LMF� xnLw. MIN 40 SECTION A -A r M1 ANAL I CON. DETECTABLE WMHHE $116ICE CERM ONSTRUCTION CONSTPoICTIN {� _ 'DE" CN053WAK d it MY J SECTION B-B �S NOTES MITE aM ONE DIRECTION ONE DIRECTION 1, FORT GENERA NOTES ON THE DETECTABLE WARNING SIIEACE. WITHOUT BUFFER STRIP WITH BUFFER STRIP WE SHEET IOF S. 2. THE DECADE LENGTH OF A PARALLEL RAMP 6 LURED 10 15 FEET, MUMMERS OF THE ALWE. 3. GOTTEN PAN SHALL BE A MMILLM SLOPE OF "d AT THE RAMP OPENING. {, 4. DMI PLACEMENT IS MT PERMITTED. yA. TYPE B PARALLEL APPLICATION RONIWAY GRADE M PERCENT M14W RNP LENGTH 1x FEES 4" CURB 6" CURB D 6 2 5 * 6 B 4 s 2 S 0 13 6 la 15 L,L.L, ROAD AND EDGE STANDARD; SHUT 3 OF 5 REY6ON 0; SOROS 04110 ( ) Ci0S5W41N ORB CROSSWALK 1 1I F' 'III COXLREIf ^ L�jA• CflOSSwKK IIII II1I ROSSWKK TWO DIRECTIONS SMALLER RADII TWO DIRECTIONS LARGER RADI WITHOUT BUFFER STRIP WITH BUFFER STRIP WY OF THE TryIHA SEWED AND SOHEO ORMINC 15 ON FIE N THE CENTRAL OFFICE SPEOIFICATgN CG-12 DETECTABLE WARNING SURFACE R"`RE"" TYPE B (PARALLEL) APPLICATION 1°5 .. VIRGNA EPARTNEHi C£ TRMEPTTATIN SO4 No. 35791 a 5/23/22 (A ZO Z a O u ^� U (J w Do m 0 (n J Z 0 Ia. F ` 01 Z W DE ~ Iw E Lu (`7 G (Y'i 0 z N Lu co N Q LL(] N z � N a Q J > W 0 J Q > 0 V/ Lu � J I- VJ Q z L1JQ 2 LL O5 W U LLu Y N � Lu � w 0 ul/D u z V) Q LLI 1� z Lu UL Lu IILu I..L JLu N LL r n ��// V LL V 0 o z CD Q N W J I- w LF w Q d JOB NO. 182154 SCALE AS SHOWN SHEET NO. i5 745 745 of NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 745 745 LOW PTSTA: 10+ 7.50 LOW PT ELEV: 7 8.71 PVI STA:1o+80.00 LOW T STA:1o+15.o PVI ELEV:729. K:47,65 6 HIGH PT STA: 1+62.50 EXISTING GRADE 740 LOW T ELEV:727.91 LVC:45.00 HIGH PT ELE : 731.38 740 PVI TA:1o+i5.00 END OF LITC FORD ROAD PVI ELEV:727.86 °L�, � wlcmq PVI ELEV:? 0.93 (STA. 12+03) K:2.50 r,, 00 N K:47.6 VC:1o.o0 o w LL^� LVC:45. o 735 S S m W °� N 0 00 735 + + ^ + ^ + ^ + ^ 0 "v o N� NLl vi v Nw Nu ;m ;w >m �w2Oo% m Ll 730 910/ 730 PROPOSED GRADE PROPOSED TYPE •0 fi 2. 3'5 BLOW-OFFASSEM iPOSED VDOT PROPOSED VDOT MIN. STD. CD-2 STD. CD-1 7�5 ROPOSED 8" G.V. 725 PROPOSED FIRE HYDRANT FILL (TYP. 1.4' PROPOSED STORM ASSEMBLY w/ 8"x6" TEE LROPOSED SEWER CROSSING 8" CL. 52 DI WATERLINE 20A PROPOSED 8"x8"TEE, 720 (2) - 8" G.V. 720 PROPOSED 8"x8" TEE INTERS CTION OF & (2) - 8" G.V. LITCHFORD 11+22) ROAD (STA. INTERSECTIO14 OF w/ HUD SON STREET (STA. 13+19) LITCHFORD ROAD (STA. io+ o) 715 w/ RAMBLING BROOK LN (STA. 20+20) 715 Ln to LD w ^ ^ N N ,y N ^ 00 M ^ ^ 00 M ^ ^ M ^ ^ ~ M ^ ^ N M ^ ^ 10+00 10+50 11+00 11+50 12+00 12+50 LITCHFORD ROAD 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. 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 I'OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE n 25 50 100 ( IN FEET ) 1 inch - 50 ft. BLY WE HIGH FIT STA: 21+72.50 HIGH PT ELEV:734.25 INTERSECTION OF AMBLING BROOK LN (STA. 22 PVI S A:2o+6o.00 45) PVI LEV:732.89 / MERCER STREET (STA.1o+o ) :27.26 740 L C:225.00 740 0 o Ln OW PT STA: 1 +38.00 + INTERSECTION OF N + It LOW PT ELEV: 09.71 0) RAMBLING n ^ Li BROOK LN (STA. 20+20) 735 PVI STA:18+35 PVI ELEV:71 So w/LITC FORD ROAD ( TA. 10+00) V W 1.20% -7777 735 .66 PROPOSED VDOT I m FI L P. LVC:195.0D STD. CD-1 o � 00 o o00 PROPOSED VDOT m o Z m 0 PROPOSED STD. CD-1 730 N Y mw GRADE , 730 Lu 2. >m >W m m w ' t� 5. Z i6A 725 725 3 5' PROPOSED FIRE HYDRANT PROPOSED 8"x8" TEE z N 4:1' ASSEMBLY w/ 8"x6" TEE & (3) - 8" G.V. Ln x PROPOSED VDOT szA LPROPOSED PROPOSED 8" SANITARY 720 Lu STD. CD-1 SEWER STORM CROSSING SEWER CROSSING 7 20 z m RO NDABOU wa VPROPOSED YI LD POINT Ln 8"x8" TEE ST 16+88 ZVI & (2) - 8" G.V. 715 7�5 EXISTING M GRADE ROAD EXISTING GRADE _ GRADE ILL .o%FOR VSI'\ TYP. INITIAL 50' 710 ROPOSED 8" CL. 52 DI WATERLINE 710 2.°° EXISTING 8" CL. 52 8A DI WATERLINE ��lREMOVE EXISTING BLOW -OFF & 705 EXISTING TIE -INTO EXISTING 8" DI WATERLINE 705 8"x6" TEE (z) - 8 G.V. PROPOSED 8"x6" TEE TO EXISTING STORM (1) - 6" G.V. FIRE HYDRANT ASSEMBY SEWER CROSSING STA RAMBLING E ROOK LN C/L 18+08 DUPREE STR EET C/L STA 10 700 oo 700 O Ln Ql O 00 Ql n 00 LO . Ln M N ^ � lD O, It rl ^ N N O O ei It t5 00 00 N 00 IA �. CO H N 00 ^ T M M N O .y m O W O ~ Ol 'i ci rl d ~ d kD O ^ H H ,y 00 H LD 0, N O M M ,y M M ;) 't M .t M Ll, M M 5 Li, O M S M ^ I� O O '{ •i ci N N M M M m M M M Mrl 17+00 17+50 18+oo 18+5o 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 RAMBLING BROOK LANE PROFILE 23+50 24+00 24+50 770 770 Y 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+5o 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 RAMBLING BROOK LANE PROFILE SCOTT/R. CtTLI No. 35791 5/23/22 z Z J o O a U m w En Z J z in z Lu ~ IJ. W N r � N Cn s M 0) N M N O Cn N N LLI J J_ U) I n D C. z Lu W U) J LU J� Lum z Lu 0 z Lu Lu z Q � l!1 0 J_ Q V- O� O LL Q z z J H-1 w w i Q W (f) 06 =a z w w 0c (D Q U) Lu J G� t 1 LL o Lu Ln a Ln JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 16 LOCATION OF BOLLA (3.75' OFFSET FROM C/ INTI EMERGENCY ACCESS ROA w/ RAMBLING BROOK L VERTICAL GRAPHIC SCALE 5 n 2.5 5 10 ( IN FEET ) 1 inch = 5 ft_ HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. HIGH PT STA: 11+95.25 HIGH PT ELEV:763-54 PVI STA:11+70.25 PVI ELEV:763.o6 0 K:17.96 LVC:50.00 w Ln LOW PT STA:1o+15.0o LOW PT STA: +o r6 LOW PT ELEV:758.12 9,ro ri ,LOW PT ELEV7 z PVI STA:1o+15.0o PVI STA:11+o0.00 + °. X 770 PVI ELEV:�c8.o� PVI ELEV:759.77 N LU .+ iu w11 770 HIGH PT STA: 27+82.97 HIGH PT ELEV:756.8o 0 PVI STA:27+45-93 °+° PVI ELEV:757.29 N K:z5.y6 u LVC:12s.00 > LOW PT STA: 28+46.00 LOW PT ELEV: 756.48 PVI STA:28+46.00 PVI ELEV:756.29 K:37.50 LVC:75.00 6i u > w LOW PT STA: 21 LOW PT ELEV: HIGH PT STA: 30+23.00 HIGH PT ELEV: 758-49 PVI STA:30+03.00 PVI ELEV:758.26 K:65.o6 LVC:yo.00 °o 01 o a 00L^!1 N moo + + mV mw n> �> um vw m w 770 IPVI STA: 9+50.00 HIGH PT STA: 22+7 .00 H LOW PTSTA: 25+30.00 roe a� PVI ELE :75733 HI H PT ELEV:74 34 a LOW PT ELEV: 750.89 000 o u1 K:5 -48 VI STA:22+25.0 N PVI STA: 6+oo.00 UD Liji 00 Liji LVC: o.00 VI ELEV:747.8 Ln PVI ELE :75i.59 > 6i > °o °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 LVC: yo.00 m w + ^ + Ln 6' DI WATERLINE WITH PROPOSED 6"x6" T m °o °o n V n vNOTE: 6" G.V. SHALL BE CUT INTO THE EXI o°F ko o° °' m mFai m ^ U1 v > v m vi u > w TIE-IN O EXISTING C ING LANE + N F LU + n n V Ou m O + nn + ui > m > w STA3or23760 760 " V INT RSECTION O GRADE CLING LANE (STA. 29+33) w/ m m m w w w > 00 INTERSECTION O > w PROPOSED i-_- UL °0 "� DUNNAGAN DRIVE (STA.1z+75 ° EXISTING 6" DI MCCOMB STR ET (STA. 26+53 zo Ul w/ LEXI LANE . 13+6y 1 .00% ti WATERLINE 0% 755 3.5' 755 U) w PROPOSED VDOT MIN. LA EXISTING GRADE r 2 STD. CD-2 w z 3 9 0 46A 0 ci 1.5 750 z JS 0 LL.F- LiPROPOSED 8"x8" TEE PROPOSED STORM 3-5' 48A & (z) - 8" G.V. SEWER CROSSING PROPOSED 8"x8" TEE MIN. & (1) - 8" G.V. ROPOSED 6" CL. 5z DI WATERLINE ROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8"X6" REDUCER 745 .1$ 2 3, PROPOSED & (3) 8"x8" TEE - 8 G.V. PROPOSED STORM SEWER CROSSING PROPOSED FIRE HYDRANT 745 EXISTING PROPOSED STORM ASSEMBLY w/ 6"x6" TEE ROAD 1.6' SEWER CROSSING GRADE 66A PROPOSED 8" SANITARY SEWER CROSSING 740 EXISTING STORM SEWER CROSSING REMOVE EXISTING BLOW -OFF & PROPOSED 8" CL. 52 DI WATERLINE MCCOMB STREET CLING LANE TIE-IN TO EXISTING 8"DI WATERLINE EXISTING 8" CL. 52 735 DI WATERLINE 735 N V1 00 a n O 01 N 01 O Ol l0 U1 Ol O O 01 M U1 01 In O 01 M U1 f'r1 10 O Ol 00 N a 00 a0 n U1 a O 00 N a M a 00 a al 00 0) vl 00 l0 6 00 W 00 W O 6 N 6 M v 6 a O l(1 ci rl t0 ci ri t0 U1 ,,:1 n a � r` n n t0 l0 n M ^ OJ ri 00 r' W 01 a n s a ^ s a n s a n s U1 n a v n a n U1 n U1 n n U1 n ,n U1 n n n U1 n n U1 n U n ,n V1 ^ ,n U1 ^ � n n U1 n N v n ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ U1 20 Lu 770 K:2.50 :z u u ul VC:10.00 LVC: 5.00 m w n Z ~ J OIL7uo-n W? O 01 N F(N00+20L'I�uol l0 o M 1pV1765 o W w 765 u m v w u m PROPOSED Ln > °J 1. m w m GRADE Lu MILL & OVERLAY EXISTING DRIVEAY 760 76o 3 5' 4.69% .o °0 2.00°h M N. EXISTING 8" DI ZD FOOTER FILL PROPOSED 8" CL. 52 WATERLINE -OF ROAD) (TYP.)� DI WATERLINE STUBOUT 755 °' ROPOSED 8" - 45" BENID 755 RSECTION OF PROPOSED 8" - 45° BEND REMOVE EXISTING PLUG (STA. io+oo) (STA. 30+51) XISTING GRADE & TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N f^ M F l0 NO P41 N 10 l0 l0 00 10+00 10+5o 11+00 11+50 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE] 21+5o 22+00 22+5o 23+00 23+50 24+00 24+50 25+00 25+5o 26+oo 26+50 27+00 27+50 28+oo MCCOMB STREET - CLING LANE PROFILE NOTES: 1. ALL FILLTO BE PLACED AT95% 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.gy LOW PT STA: 10+53.17 PVI STA:10+15.00 LOW PT ELEV:748.65 PVI ELEV:747.89 PVI STA:11+05.67 K:z 5o PVI ELEV:749.70 760 LVC:10.00 K:z6.38 :105.00 m Lnono N755 F m PROPOSED GRADE m Lu RAMBLING BROOK L (STA. 26+93) 750 2.p0% ;ED VDOT STD. CD-2 745 VDOT ED 8' TEE \ 1�7' PROPOSED STO & (3) - 8" G.V. SEWER CROSSI 740 4oA PROPOSED STORM SEWER CROSSING PROPOSED 8" SANITARY 735 SEWER CROSSING o m M 0) a o M m^ a °D a m a O n N H I G H PT STA: 12+33.13 HIGH PT ELEV: 75633 PVI STA:12+o8.13 PVI ELEV:755.83 K:12.56 LVC:5o.00 i M i M ni It ID + ^ N a >°>° >w �o m w 3. 1.2' NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 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 8" CL. 52 DI 01 ,Mj ID UD n n l0 n U1 U1 ^ 755 PROPOSED 8"x8" TEE & (z) - 8" G.V. 750 =D STORM ROSSING 745 10+00 10+5o 11+00 11+50 12+00 12+50 13+00 FDUNNAGAN DRIVE PROFILE L I NTI LEXILANEI 740 RAMBLING BROOK L 735 NO!]] F71 28+50 29+00 29+50 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+10.5o m HIGH PT ELEV:752.63 PVI STA:12+78.00 3 N PVI ELEV:751.98 F K:12.27 UL + 1n LVC:65.00 0 � ON EXISTING EE & (z) 6" G.V. STING 6" W/L. 76o w 0, �,� U LOW PT STA:10+53 00 + ^ w z 00 LOWPT ELEV: 739.27 N " N w ^ < p 755 PVI STA:11+23.o u U W Z W u 755 LOW PT STA: 1o+15.o K:26.42 LOW TELEV: 73856 LVG1yo.00 / 2.0o4 PVI TA:io+l5.00 PVI ELEV:738.51 ccn 00 / 750 K:z.50 VC:1o.o0 �; EXISTING GRADE 0M1 750 O �q 00 10 u m 6i> V W OIO N M N M W 0 / PROPOSED GRADE 745 u m u w PROPOSED 8"x8" TEE 745 & (3) - 8" G.V. m w / <:3tS' �'4 PROPOSED FIRE HYDRANT MIN. ASSEMBLYw/8"x6"TEE 740 740 34C 0 2.0°°70 f :RSECTION OF PROPOSED STD. CD-2 VDOT PROPOSED SEWER STORM CROSSING STA. N (STA. 24+66) 735 735 13' PROPOSED STORM ROPOSED 8" CL. 52 DI WATERLINE )SE 8"x8"TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O 00 N N n M Owl n N1 Q. OMl a m N M M n 00n 01 U1 U1 n V1 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�' 5/23/22 _i z Z J o 0a�_ U CO w U) 0 J z �..� o > z W ~ W N ~ M N 1, I �' in rr^ vJ W Lu U) J w J� Q L�1 z Lu 0 z Q z Q ia- l!1 LLJ 0 J_ Q LL O� O LL 0- Q z z J U- W 1 'W^ �x V/ W 2 Q uj Lu Q a Lu G� t 0 w a 1n JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 17 0 U 0 U 0 0 6 > U NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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. 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 INl HUDSON STRE w/ MERCER STRE PROPOSE 5 5 50 PVI STA: 10+23.00 PVI STA: 1o+96.35 PVI ELEV: 739.71 PVI ELEV: 738.97 K:26.00 K:12.25 LVC: LVC: 6° °° 745 O O1 � - Vi m m N PVI STA: 11+07.50 PVI ELEV: 736.67 755 K: 26.o8 LV : 115.00 o vl O n + 750 PVI TA: io+i5.00 PVI ELEV: 734.82 745 K: 2.50 C:1o.o0 - LOW PT. STA: 10+15 LOW IT ELEV: 7W0 740 735 PROPOSED VDOT STD. CD-2 730 RAMBLING BROOK LN (STA. 22+45) 725 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 0 25 50 100 PVI STA: 12+17.77 PVI ELEV: 731.81 K: 26.17 LVC: 102.00 ( IN FEET ) 1 inch = 50 ft. 745 ei W W Lij .`ii w of U {% U u mm > U w > w 0i u > m Ln > > W m \ U w W PVI STA: 13+04.04 m w PVI ELEV: 730.09 740 % EXISTING GRADE K: 2.50 740 RSECTION OF PROPOSED GRADE 10 PT. LO T TA: 13+04.04 LEV: 730.14 T (STA. T (STA. 11+62) S o .! 9 O! 735 + 735 'v 'u D 8"x8" TEEJ 4.0' 3I5 v m U w (1) - 8" G.V. MIN. m w 730 1.3' PROPOSED 00% VDOT STD. CD-2 2 0% 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 15' 725 PROPOSED PROPOSED STORM 8"x8" TEE & 720 SEWER CROSSING (2) - 8" G.V. 720 1p N W d .t 00 O1 O N N N 10+00 10+50 11+00 11+50 12+00 12+50 HUDSON STREET PROFILE 13+00 13+50 10+00 20 3+19) A. 11+22) o m N n + �W Ln > >w Lu 2• INTERSECTI MERCERSTREET (STA. w/ HUDSON STREET (STA. PROPOSED -8"x8" TEE & (3) - 8" G.V PROPOSED STORM SEWER CROSSING ROPOSED 8" CL. 52 DI WATERLINE OF XZ - 3-5' MIN. G PVI STA: 12+75.o8 ""' """ ""'" "' PVI ELEV: 747.41 MERCER STREET (STA.13+93) CIUN 0K: 12.47 w/ MCCOMB STREET (STA. 24+18)LVC: .00 755 ��co 00 ko R. LINS�It o 35791 �+ rl +ri � 23122V v w 750 NAL E�Gt m 2.0�°� / PROPOSED FIRE HYDRANT FASSEMBLY w/ 8"x6" TEE - 745 z' PROPOSED 8"x8" TEE & (3) - 8" G.V. PROPOSED STORM) 3.81 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) - 8" G.V. 1 1 730 N V1 co p co d M lD .? 00 l0 m M n Vl ^ f^ n n m ^ n O1 ^ n N ^ n u1 0 n nrl n 10+50 11+00 11+50 12+00 12+50 13+00 FERCER STREET PROFILE PVI STA: 12+22.00 PVI ELEV: 719.27 K: 26.89 LVC- 7o_on 13+50 14+00 725 o m oIt uu? °o m w Lu + r S + N O Ol F + 735 �; � Ln W a 735 > F m w PVI STA: 12+8 .00 F PVI ELEV:724 57 LL w K: 12.23 O m LVC: 68.00 z- 0 v 0 730 PVI TA: io+25.00 H o o N in H 730 PVI ELEV: 711.73 Lu m N `,6 N Lu 00 K:2.50 r + n + m Lu VC:10.00 w " v ~ � Lu i LOW P T. STA: io+i5.o > m w 3 LOW 7�5 T ELEV: PVI STA: 10 go.00 � > m > w 00 7�5 o o � 0. o °H K: 26.4 z + + LVC: 78. o Ln o 7.56 /o O W U 0 Lij U O O �D X w n v m U w N N 00) v O+ ROPOSED GRADE 720 m w + z " 720 v w ILL(TYPJ lJ p>p U W ~ v m w XIST ING GRADE EXISTING STORM 715 3 5' SEWER CROSSING 715 / -2.00 I 76A 2'p00/0 / PROPOSED STORM 0.�VDOT STD. CD-2 SEWER CROSSING 710 710 8"x6" TEE (2) - 8" G.V. STORM (1) - 6" G.V. 1. ' SEWER 6" goo BEND TO FIRE z.1 CROSSING HYDRANT ASSEMBLY 705 705 43 6" CL. 52 DI WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STRE T C/L STA 18+c 8 700 700 DUPREE STRE T C/L STA io+o) O .t 01 N lD I� N O 00 o 00) 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DUPR EE STREET PROFILE z Z J O 0a�_ U Co Ln En C1 J z U) z ui ~ IJ. 1� Lu i n O Q �n CO F- LU u U) JLu J0� Q Lu'm z Lu 0 Lu Lu z Q 0 J_ Q LL LL Q z z_ J LL Lu Lu 06 2 Q z W W (�� `J z V a Lu b� 1 W � W aLn JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 17A MH-40 STA:1+48.54 RIM:740.50 745 INV OUT:731.75 TO MH-27 745 MH-z7 STA: o+oo.00 RIM:735 75 / INV IN: 726.12 TO MH-40 740 INV OUT: 725.92 TO MH-26 740 EXISTING GRADE 735 735 GRADE PROPOSED 730 a SORE �39 �0 730 ilk 725 725 N n ^ Co m 0 m f^ n 0+00 0+50 1+00 1+50 MH-40 - MH-27 PROFILE] INV IN:7 INV. OUT: 7 755 INV IN: 7 EX. I I CONTRACTOR SHAI EXISTING INVEF MH-EX-g AND I PROPOSED CONN 17 EXISTING GRADE a :x 0 ? 2 O 00 Ln 2: O ~ O = i o 00 00m 00 i� ammo vi 76o m M L 765 760 76o 11J O ko ^ O O ^ Z O am F `t 't0) ^ O N^ � Q i 'i ,+y 0 00ni^F xFm>> ^p g Z Z no 2O p a0 ^Z=O �v~io ? 755 ~ 00 = a » of v~io:ZZ 755 ^ r^+o ri MH-EX-g + 6 ^ ^ F- �P 11 Y STA: o+oo.00 0 ^ Z O EX RIM: 748.98 > > Z 19.67 TO MH-45 - - - PROPOSED GRADE JV. OUT: 739.41 750 PROPOSED STORM PROPOSED SEWER CROSSING DOGHOUSE I MANHOLE II 53 745 745 L PLUG EXISTING 8" DIP TINTO I I 1.5' INV. IN=743-79 STALL g" "DIP 6z.31 LF t?a o.53% 8" DIP 740 1.0 47.78 LF Qa o.63% 740 8" SDR-26 PVC Li 61.4o LF t7a 2.2S% 3" SDR-z6 PVC 77 LF Qa o.73% PROPOSED 24" HDPE SWIM 735 OUTFALL PIPE CROSSING 735 N .t 00 00 m 00 0 O 00 ^It o ^Lc rn �n n 0+00 0+50 1+00 1+5o 2+00 2+5o MH-51- MH-EX-9 PROFILE STA:o+91.00 RIM: 744.00 755 FINV IN: 73z.zoTO MH-32 IN OUT: 732.00 TO MH-z9- MH-3z STA: 1+34.84 750 RIM: 744-00 INV IN: 736.53TO MH-33 MH-zq INV OUT:736.33 TO MH-31 STA: o+oo.00 RIM: 740.00 745 INV IN: 727.2oTO MH-30 INV IN: 7z7.zoTO MH-31 INV OUT: 727.00 TO MH-28 740 735 730 725 STING SEWER C 50SED 8" ERLINE 2 3I5 8" DIP 127.51 LF Qa 0.56' 0.9' 8" DIP 39.84 LF Qa 1o.370A lD 0 O N I� 00 M n ^ m 00 n n rl n ^ n rl 0+00 0+50 1+00 1+50 2+00 755 L.a 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 8" ROOF DRAIN CROSSING DPOSED 8" ROOF 41N CROSSING 3ED 8" _INE / O\" W -00 MH-34 STA: 4+13.17 RIM: 754-42 INV IN: 744-53 TO MH-35 INV OUT: 744-33 TO MH-33 51' M H-35 STA: 5+35-71 RIM:758.00 INV IN:748.zoT0 MH-36 INV OUT: 748.00 TO MH-34 MH-36 STA:6+z8.83 RIM:756.83 INV IN: 749.zo TO MH-37 INV OUT: 749.00 TO MH 35 w 8" SDR-26 PVC 8g.13 LF @ 0-90' iSED 12" YARD CROSSING 8" SDR-26 PVC 127.63 LF Qa o.56% 0', ID M 1D W CO Co d ^ 00 Ol 01 co N S m N ^ N m H H It m lD O 0) M 01 m r� O M lD I� rl O Ol 0) Ol .t .t Vl i V7 ul Ln ^ tD ^ lD ^ Vl Vl ^ Vl Ln ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+50 M11-37 - MH-29 PROFILE1 MH-44A STA: 6+72.96 RIM:751.00 MH-44 INV OUT:746.5o TO MH-44 75 O STA: 4+70.82 75 0 RIM: 747-00 INV IN: 736.95 TO MH-44A EXISTING GRADE INV OUT:736.75 TO MH 43 MH-MH-43 STA: 3+01.72 745 STA: o STA: o+67.g6 RIM: 742.00 745 RIM: 731.33 INV IN: 731.87 TO MH-44 PROPOSED 8" INV IN: 725.03 TO MH-4z INV OUT: 731.67T0 MH-4z WATERLINE INV OUT: 724.83 TO MH-1g p�CROSSING PROPOSED i GRADE_\ ,�6P`I� 3 5 2% 740 q; ` SID G�''a $ 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 P\jc 8" SD F Qa i•960�0 y6510 730 730 STA: 0 MHig 00 00 / $ SDRF 3.29�0 RIM: 724.00 45 14.7o TO MH-41 166 L4.5o TO MH-16 725 r8SDR-26 PVC L 5932 LF Qa 1.64% 720 ey w 720 ry� 49 c� 715 715 710 710 O 01 lD m H 0 '1 O It 00 m `-' N H m 0) 1� ^ N rl (1 S n 00 .t 00 m ID ^ 0 •i N lD 00 0 N It 0) �t ry M rl N M O N m M ry 1, m d m m l0 m 00 m d ry Ol f .t O 00 1 .t N W .t W d .t ri 00 f d ^ 00 f .t Ol O Ln O ^ ^ ^ ^ ^ m ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 M H-44A 3+50 4+00 4+50 - MH-19 PROFILE 5+00 5+5o 6+oo 6+50 7+00 VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET I 1 inch = 50 ft. 755 765 M H-37 STA: 7+6o.46 RIM: 756.42 INV OUT: 749.92 TO MH-36 76o 755 750 745 740 735 730 725 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 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-zg 745 INV IN: 727.2o TO MH-30 745 INV IN:7z7.zoTO MH-31 MH-28 INV OUT: 727.00 TO MH-28 STA: o+oo.00 RIM:735-50 PROPOSED GRADE INV IN: 724.03 TO MH-29 INV OUT:723.83 TO MH-26 740 740 PROPOSED STORM SEWER CROSSING PROPOSED 8" WATERLINE CROSSING 36A 735 i 735 EXISTING GRADE R 0A PROPOSED STORM 6' a` r �3 SEWER CROSSING 43' oro 11 220 730 31 730 v 8" 208.32 LF DIP C 1.430/0 725 725 720 720 1� S I� O^ ^ p ^ � S ^ M 0 M 00 <D m ^ o m ^ mOC) M !^ M M n 0 n ^ n ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-30 - MH-28 PROFILE 4+00 4+50 SCOTT/R. M-LLINSZ No. 35791 i�l 5/23/22 V/ zZ o J 0 a x U U CO w En C1 J Z .a. > z W ~ F N M N W A ® M 0 0) N z c W M0! C � G CA U CA N z N /Q > I..L w 0 W J Q J_ > 0 LL Lu L9 O J a- Q � Q z >w U LL_ wLL] i 1 Ln Lu N --- '�L�//..�� Q V Lu � 2 Q zw Ln I z U) uj JLu Lu w CD O Q ® N (n u Lu Q J bF 1 W W d Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHE 10 730 730 M H-53 STA: o+68.49 RIM:722.50 INV IN: 716.95TO MH-54 730 INV OUT: 716.75 TO MH-52 730 M H-52 M H-54 STA: o+oo.00 STA:1+53.16 INVRIM: O RIM: 722S8 II INV IN: 713.03 TO MH-53 INV. OUT:713.83 PROPOSED 2UT:57.ioTOMH 53 720 35' 720 8" SDR-zN.6 PVC INV IN. 7i EXISTING GRADE 80.66 LF Qa o.68% EX. II 73-5 c y 2:l+' 7�5 z6 °p TIE -INTO EXISTING 8" PVC C, �5� SANITARY SEWER INSTALLE $ EXISTING STORM WITH PHASE I DEVELOPMENT 6�'SEWER CROSSING 710 710 ri cl O ti rl N^ N N n N N N 0+00 0+50 1+00 1+50 MH-54 - MH-52 PROFILE 740 MH-1g, STA: 2+68.54 RIM-7 4' 00 INV IN: 714.7o To MH-41 7�5 INV OUT: 714.5o TO MH-18 725 EXISTING GRADE-,,y PROPOSED GRADE MH-18 STA: 0+87.77 720 RIM: 717.00 IN IN:7o6.37TO MH-1g 720 IN OUT: 7o6.17 TO EX-MH-17 EX-MH-17 STA: o+oo.00 RIM:712.83 15.7o TO MH-18 7 715 VV OUT. 705.50 PROPOSED 12" YARD DRAIN CROSSING I I / 710 R y6Q�6o°/0 710 8, 50 F �. I I 6-�\- II 3-2' 11' II 705 r8sDR-;6 PVC 0.56% 705 ON TO 700 EXISTING MANHOLE 700 o 0) m M N It o �t N .. w O, M M 00 ri 0) 0 0 C, rl N N 0+00 0+50 1+00 1+50 2+00 2+50 MH-ig - EX-MH-17 PROFILE 76o MH-47 STA: 2+12.30 RIM: 755.75 INV IN: 742.7oTO MH-48 INV OUT: 742.5o TO MH-46 MH-48 STA: 5+69-75 RIM: 758.50 INV OUT: 747.00 TO MH-47 76o M H-46 STA:1+64.25 R I M: 747-75 INV IN: 741.12 TO MH-47 755 INV OUT: 740.92 TO MH-45 755 MH-45 STA: o+oo.00 R )POSED GRADE RIM:748.17 INV IN: 741.17 TO MH-49 EXISTING GRADE 75 o INV IN: 740.00 TO MH-46 75 0 INV OUT:739.8o TO MH-EX-g -- &� DIP LF C 1•zz% 745 353.45 745 3-5' MIN. P ��v740 740 iL 8" DIP 44.o5 LF Qa 3.13% HDPE SWM 735 OUTFALL PIPE CROSSING 735 ry ci 01 .t h 00 Vl O 00 N M M O O lD M lD ci M 0, lD '+ .t ri 00 lD n O N 00 3 VI6 M � It N � �t 6 f tD y� I� ul 00 U) d Cn .t 6 'i ^ N Vl N ^ ei N q6 Ln r1l 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 7MH-48 - MH-45 PROFILE STA: 8+63.89 MH-26 -735 75 STA: 7+84.11 NV IN: 726.12 TO MH-40 RIM: 733.75NV ,RIM OUT: 725.92 TO MH-2f INV IN: 723-45 TO MH-28 735 INV IN: 723-45 TO MH-27 735 INV OUT: 723.25 TO MH-25 MH-25 ROPOSED 8" WATERLINE CRO STA: 7+11.26 730 RIM: 726.00 771 PROPOSED STORM INV IN: 71g.2oTO MH-z6 SEWER CROSSING 730 INV OUT: 719.00 TO MH-24 5.0 15 725 EXISTING GRADE 17 725 F�326% MH-24 151 S TA 72O R M: 763.0o INV IN: 707.20 TO MH-25 R.z6e CP vF 0 Qa 5 720 INV OUT: 707.00 TO MH-23 6$' PROPOSED GRADE zzz 715 3 s'. 715 N c MH-23 STA:4+47.13 QJ �°I° RIM: 7o6.00 �ti �6ry INV IN: 699.2o TO MH-24 $ 710 PROPOSED ROAD CONNECTOR GRADE INV OUT: 699.00 TO MH-22 MH-22 d9 1�ti' 710 STA: 2+80.6S MH-21 RIM: 7oz.00 STA: 1+69.12 INV IN: 695.7oTO MH-23 RIM: 696.41 INV OUT: 695.5o TO MH-21 705 ° = INV IN: 691.7o TO MH-22 0 75 _-� X INV OUT: 691.5o TO EX-MH-5 w o= 0 PROPOSED 18" SWM'D' -� c y6QJ$$olo F m OUTFALL PIPE CROSSING gO�F Gee O v, 700 m 0 0 tiy3 t«� 700 o 0)� ^� �o�zwo =o�>Z> F ? - Z w Z w 6 w Ln Lu 9514 1 3% RFz@ 2.03 695 - 162 49 I I 8" SWM'D' llPROPOSED 1, 1.8 6pvC R "2 OUTFALL PIPE CROSSING $ SD 3.53a0 101.5''�F� 690 690 8" DIP 16S.12 LF dal 2.53% 685 J i8" STEEL CASING PIPE REQUIRED 685 AT ROAD CROSSING CONNECTION TO EXISTING MANHOLE 68o 68o lO O n It l0Ln N Ln l 00 H O 0 lD 00 m CO .t .t O1 w O1 1 O1 00 r O ;1 ^ w O Ol lO, H N N M f l0 kD t0 O ^ O ^ O O H ' ^ 'i ^ n M ^ M 0+00 o+so 1+00 1+so 2+00 2+50 3+00 3+50 4+00 4+So 5+00 S+So MH-27 - MH-zo PROFILE 6+oo 6+5o 7+00 7+So 8+00 8+5o 9+00 SSING MH-26 STA:o+oo.00 RIM:733-75 INV IN: 723-45 TO MH-28 INV IN: 723-45 TO MH-27 INV OUT: 723.25 TO MH-25 735 730 725 720 GRADE 8" DIP 61.71 LF Qa o.62% N n M MH-28 STA: o+65.71 RIM: 735-50 INV IN: 724.03 TO MH-29 INV OUT: 723.83 TO MH-26 735 730 GRADE 725 720 0+00 0+50 MH-28 - MH-26 PROFILE INV IN:7 INV IN: 7 INV OUT:7 4+50 5+00 5+50 6+oo 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.S' 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 22A 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. VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 It HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 It MH-39 STA: 3+32.99 RIM:758.5o INV OUT: 747.00 TO MH-38 76o MH-38 STA:o+S6.64 RIM: 749- 50 755 INV IN:737.95T0 MH-39 755 MH-33 INV OUT:737.75 TOM H-33 STA: 2+66.36 RIM: 748-75 37-45 TO MH-34 37-45 TO MH-38 37.25 TO MH-32 -PROPOSED GRADE 750 PROPOSED STORM 745 SEWER CROSSING 8\P 3.32% 745 PROPOSED 8" 49 WATERLINE 21235VF CROSSING / 740 6.4 740 4:0 EXISTING GRADE 8" SDR-z6 PVC 735 52.64 LF Qa 0.57% 735 m .t l0 ci ^ 1. N M N1 r. Oal n n ^ n n n n ^ ^ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH-39 - MH-33 PROFILE SCOTT/R. M-LI No. 35791 5/23/22 Z Z J o O a x U m ~ w U) Z J Z .a. I..4 o > z Lu ~ IJ. LuN Q M � N 1' N O Cf7 N w N Z Lu J J U) L9 W O J _ wLu U Y in F_ Lu U) J J L�1 z Lu 0 Lu Q 0 W Q J_ O� LL LL 0 a- 0� zLu U- w 1 Ln N � 'W^ Q V I Q z Ln Lu Lu `J ��Q/� vI a J o w D In JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 19 STR:8 VDOT STD. DI-313 (L=io') TP=715.58 INV IN: 709.83TO to 720 INV IN: 7o8.io TO 8B INV OUT: 7o8.00 TO 4 STR:8B VDOT STD. DI-313 (L=io') EXISTING GRF 745 STR:32B VDOT STD. DI-3B (L= TP=739 INV IN: 733.25 TO INV IN: 731.92 TO INV IN: 73533 TO RF. INV OUT: 731.58 TO PROPOSED 8" WATERLINE CROSSING 735 15" RCP 28.89 LF Qa 1.14%- 730 725 P i r=71533 INV IN: 709.5o TO YD INV OUT: 7o8.33 TO 8 715 715 2OPOSED GRADE ROPOSED 8" WA 710 1.2 710 p3RCP 705 28.04 LF Qa 0.82% 705 XISTING GRADE 700 1 700 N o H `^ ^ H ^ 0+00 0+50 TERLINE CROSSING STR:20 VDOT S INV I6 INV I INV OL STR-8B - STR-8 PROFILE 2 STR:36 VDOT STD. DI-313 (L=8') TP=739.17 INV IN: 734.17 TO 36B INV IN: 735.5oTO RF-i5 INV OUT: 732.25 TO 32B 745 STR:366 VDOT STD. DI-313 (L=1o') TP=74o.67 INV IN: 736.17 TO YD-2 INV OUT: 734.67 TO 36 1 740 E 735 15" RCP 34-82 LF Qa 1.44% 730 'ROPOSED 8" SANITARY ,EWER CROSSING 725 �Ln M m o+oo 0+50 1+00 STR-36B - STR-32B PROFILE STR:42 VDOT STD. DI-3B (L=8') TP=752.83 INV IN: 745-93 TO 44 INV IN: 745 93 TO 4z6 STR:42B VDOT STD. DI-3B (L=6') INV IN: 749.17 TO RF-5 TP=75333 INV OUT: 745.83 TO 4oB INV OUT: 746.25 TO 42 755 755 750 750 PROPOSED 8" WATERLINE CROSSING 745 745 15" RCP 29.02 LF (7d 1.1o% 740 740 m N Ln m ,y Ln ^ ^ 0+00 0+50 STR-42B - STR-42 PROFILE EXIS' STR:22B VDOT STD. DI-3C (L=6') TP=730.67 INV IN: 727.00 TO RF-20 d INV IN: 724.0o TO 24 m m 740 INV OUT: 7z3.58 TO 22 p 000 N 740 3 I K22 vuu I J I U. UI-3N IL=47 -> " TP=730.67 O N INV IN: 724.5oT072" o INV IN: 723.27TO 22B p o ^ t INV OUT: 723.17 TO 20 735 ' �? 0 735 F a» in r z z TD. DI (L=6') TP=728.42 EXISTING : 721.18 TO 2oB GRADE V: 722.0o TO z2 T: 721.08 TO 18 730 PROPOSED 8" WATERLINE 725 CROSSING 1.s' 725 ]20 .1 „ RCP 76.94LF@1-52% 720 15" RCP 15" RCP 28.89 LF @ 1.07% 31.o1 LF Lal 1.35% 715 715 ^ a ^ n a ^ � M 6 n 0+00 0+50 1+00 1+50 ISTR-24- STR-20 PROFILE STR:126 VDOT STD. DI-36 (L=1o') EXISTING GRADE TP=73o.58 INV IN: 720.60 T018 STR:18 VDOT STD. DI-1 INV OUT: 7zo.5oT012 TP=729.00 INV IN: 72o.85 TO 20 STR:12 VDOT STD. DI-36 (L=8') INV OUT: 720.75 TO 12B TP-730'42 STR:2o VDOT STD. DI-313 (L=6') INV IN: 724.42 To 14 TP=728.42 INV IN: 720.25 TO 12B INV IN: 721.18 TO zoB INV OUT: 719.58 TO io INV IN: 722.00 TO 22 735 INV OUT: 721.o8 TO 18 PROPOSED 8" WATE PROPOSED GRA STR:zoB VDOT TP=7z8.5o INV IN: 724.75 T 730 INV OUT: 721.5 0+00 0+50 1+00 o DE STD. DI-313 (L=8') O RF-2 TO 20 I" WATERLINE CROSSING STR-zoB - STR-12 PROFILE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 STR:46 VDOT STD. MH AS FOUND IN THE 2oo8 ROAD AND BRIDGE TP=758z5 STANDARDS. INV IN: 751.25 TO 46B INV IN: 754.00 TO CULY�kr_} NOTE: HDPE CAN BE USED AS AN ACCEPTABLE INV OUT: 751.00 TO 44 SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE PROPOSED GRADE BEDDING INFORMATION. 76o 760 NOTE: ALL DRAINAGE STRUCTURES WITH A PROPOSED VDOT ST NV. IN=756.00 ING GRADE 755 755 15" RCP 16.83 LF Qa 11.88% 750 750 ^ ^ DEPTH OF 4 OR GREATER SHALL HAVE STEPS IN O. ES-1 ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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. O+00 0+50 CULVERT-1 - STR-46 PROFILE 740 735 730 725 720 715 710 705 VV. IN=703.00 TO UNDERGROUND WM FACILITY'D' 700 x 6 0H m Ln �Ln m H .0 Omni^ 0 OR �+L: > M NOZO Fa» n r z z O d m M 0 oD .NiO PROPOSED GRADE O Ln F v O I0 Op oo eo > r^ �� m ^ZO J m m n H Z Z M S m omO H 000 0 ~ W O O O 00 0,00 ^ HzZoD r, 0 Ln �zzz STR:4 VDOT STD. MH TP=715.58 INV IN: 707.75 TO 8 24" RCP 68% LF C INV OUT, 707. oo TO 21 9 93 891 93.37 L 1.7970 24, RCY2.29% -24"RCP 133 85 LF C� 12.54 LF Qa 24" RCP 46.37 LF Qa 1.79% ^ m 00 rl *t ^ N 0 n n ^ ^ 0+00 0+50 1+00 STR:16F VDOT STD. DI-313 (L=4') TP=73533 INV IN: 730.33 TO 38 INV OUT: 728.25 TO 16D 74p F-EXISTING GRADE 740 TP=735-58 INV OUT: 731.o8 TO 16F 735 735 Ll � ROPOSED GRADE 730 730 RCP Ll15" 19.47LF@3.85% 725 725 m STR:38 VDOT STD. DI-3B (L=6') o+00 0+50 STR-38 - STR-16F PROFILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. io u d m M N o � O0 do p o STR:16 VDOT STD. DI-3B (L=io') 11 d Ln ~ o TP=735-75 m 0 ' °v INV IN: 7z7.z7TO16B m > �F INV OUT: 727.17T014 o a o-O0F N � 0 ~ 0 o ua. >> Z Z O N Ln in H o > N It O ^ o N N N Z0 �Z Ckf Ln Fzzz - - - PROPOSED -- 8" Vv /- 1 PROPOSED 8" WATERLINE CROSSID G GRADE � _l8 RCP 90.62LF C 1.74°70 18" RCP 132.48 LF t7a o.81% STR:16B VDOT STD. DI-313 (L=6') TP=735-75 INV IN: 727.6o TO 16D INV OUT: 727.5o TO 16 STRa6D VDOT STD. DI-3C (L=6') TP=735-42 INV IN: 729.17 TO 68 INV IN: 727.93 TO 16F INV OUT: 727.83 TO 16B STR:16F VDOT STD. DI-36 (L=4') TP=73533 I NV IN: 730.33 TO 38 IN OUT: 7z8.25 TO i6D 735 1 18" RCP J 27.67 LF @a o.83% 15" RCP 33.99 LF Qa o.68% ROPOSED 8" SANITARY EWER CROSSING 730 15" RCP 28.31 LF Qa 1.13% 720 M N M m W N W ,4* 0) 1p ei N ^ ul M O ul N tp l0 O O N O .t M O lD O N ,+ M m rl Ol ^ N rl O M N M M M M M M S M l0 M ^ rl ^ ^ rl ^ ^ rl ^ ^ N ^ ^ N ^ ^ M ^ ^ M ^ ^ M ^ ^ M ^ m ^ M ^ m ^ M ^ ^ M ^ 1+50 z+oo z+So 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+So 7+00 STR-16F - SWM FACILITY'D' PROFILE INV. IN= UNDEE SWM Fi 20 STR:28 VDOT STD. MH TP=747-58 INV IN: 740.75 TO 50 INV IN: 729.75TO30 INV IN: 739.5o TO 40 750 INV OUT: 727.00 TO SWM FACILITY'C' 715 710 705 O 695 N STR:34B VDOT STD. DI-313 (L=4') 74 TP=747-42 m INV IN: 74o.1oTO34D o om INV OUT: 74o.00TO34 o o m >o v~ Ooao11 F F J O o0 It m m ^+ m CO > N Il N F m M o tLL �o 1 M ^?0 750 STR:30 VDOT STD. DI-3B (L=8') m ul) -O O o r z z TP=745-50 m ID m ~O o `D m 0 INV IN: 73o.1oT032 _ 0 p D �i oLI o m^ INV OUT: 730.0o TO 28 o m 0 v~i 0 0 0 w^ ^� 745 ~ ~ ~~~� o0 0 m^ZZ0 °»> 745 0 Nmrmn'" o m n H Z Z Z PROPOSED 8" m ^ o^^ ^F / > L., �H m mZ Z Z 0 WATERLINE 0 ^--- N oo x ii Z CROSSING M ^ O H a zz zz i in�ZZZZ 1.z' 740 PROPOSED GRADE Fa» v, ~ z 740 PROPOSED 8" Ce 15" RCP � EXISTING GRADE W TERLINE o% tiyF�s� 6 LF i.1 % 33� 7 � 9 735 PROPOSED 8" SANITARY SEWER CROSSING CROSSING �36y� 735 0.9' 1.1' -15 F ., ...., .., ., 06.15 1 730 24' RCP 2. 167.56 LF Qa 0.54% 730 726.83 TO GROUN 18" RCP CILITY'C' 24" RCP 47 93 LF Qa 1.00% 7�5 47.57 LF @a 0.53% 7�5 PROPOSED 8" SANITARY SEWER CROSSING 24" RCP 11.31 LF Qa 1.5o% 720 720 N l0 N F N Ol H N rl 1� N dID N m m om rt oo �r 'tn ° ^ ^ ^ ^ ^ n ^ rl ^r ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 S7-34D - SWM FACILITY'C' PROFILE 4+50 5+00 SCOTT/R. M-LLINSZ No. 35791 i�l 5/23/22 i V/ z Z o J O a x U CO w U) 0 J z H o � > z W ~ F N M N L9 F-- w Alv CY) ® l'J CN z N c W co 0! 11- G C N Q U C-A N z N Q > Lu p Ln J Q W � O J LL 1 O J Q Q Z W = u- U I W Y N c11 Lu ''uj Lfl � V I Q O F_ Ln zLU U) uj Juj Lu J 1 CD Q ® CD N U) U Lu Q J bF �0 w x a Ln JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 20 0 0 0 U E 0 U 76o 2 N Ci ��O Q 0 N O O `? 't 0 rl ° ^�F Lnzzp L �F- 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 -17STING GRADE 755 755 ROPOSED GRADE PROPOSED8" WATERLINE Oti PROPOSED 8" f CROSSING WATERLINE z.6 CROSSING 1.3 750 750 15" RCP t7RCP 100.44 LF 0•56% 34 74 LF @o.gz% 745 1 745 N 'p N n n L h 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 CULV 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-13 755 p O INV IN: 743.1oTO66B 755 INV OUT: 743.00 TO EX-32 w N 6 EXISTING GRAD STR:66B VDOT STD. DI-313 (L= N M O moo � z O TP=750.25 w ^ .. - > INV OUT: 74333 TO 66 i�?ZZ 750 z W w 750 PROPOSED 8" PROPOSED 8" WATERLINE WATERLINE CROSSING 745 PROPOSED GRADE CROSSING 745 1.1' I II II I 13' II I 740 z19.49 15" RCP LF 1.13% i5" RCP LF Qa o.66% 740 34.85 TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE i DEVELOPMENT 735 735 o n ^� .. ) m m a 1! m +) 00 ^�6 1z') 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 � p p N O 0 m 0 0O� 0 �O Q Q� F 0 N ^ � Ln }O o STR:40 VDOT STD. DI-3B (L=8') 0 00 4 0 °1 � H H o TP=74833 > o ^ �H > ^m O o INV IN: 740.43 TO yob 76O `D wzz� m 1O '~ > o ~ � INVIN:744.67TORF6 0 - - O 'D � z 0 �� 76o INV OUT: o. TO 28 m Ln z zz F 11 >> 10 �zo d I~ z z F Z Z 760 m m Ln 755 750 20POSED 8" WATERLINE CROSSING 745 M m M NJ 06 0+00 GRAD 755 750 11 r \_24" RCP �� 48.25 LF @1.04% z4" RCP 56.66 LF Qa 0.71% 745 m w rl n ^ rLn 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M mo p o y0 0 STR:5o VDOT STD. DI-313 (L=io') F N TP=749.50 OD 00 INV IN: 74z.oz TO 5oB r o , 4 INV IN: 743-50TO5z m "' _r INV OUT: 741.92 TO 28 z p 750 i? Fzz 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 1.2' 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 24" RCP 61.03 LF @ 1.23% INV. OUT=743'75 745 0 0 m0 Om Ln F O O 1D a 0 o a� > L'? F a Hd>o 1nFZZ STR:6o VDOT STD. DI-3C (L=6') STR:64B VDOT STD. DI-313 (L=8') TP=755.o8 00 J TP=756 75 INV IN:747.5o TO 62 m INV IN: 752.00 TO RF-12 INV IN:747.z7TO6oB T p INV IN: 753.o8TO RF-11 INV OUT: 747.17T0 58 0It co INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-3B (L=6') O m STR:64 VDOT STD. DI-3B (L=8') TP=755.58 r m00 TP=756 75 INV IN: 746.85 TO 60 o M °� �- INV IN: 749-43 TO 64B INV OUT: 746.75 TO 56 N �� INV OUT: 74933 TO 6z ^Z0 Fa>> ^ ~ Z STR:56 VDOT STD. MH TP=752.00 I N V I N: 746. 43 TO 58 INV OUT: 746.33 TO 54 ROPOSED GRADE 15" RCP i34.83 LF @ 15" RCP 24 32.18 LF Qa 1.03% PROPOSED VDOT STD. ES-1 & CLASS Al RIPRAP LINED LF )1.z9% OUTLET OUTLET PROTECTION w/ FILTER FABRIC 1' i34'�9P] L zy" RCP UNDERLAYMENT (L=zo', W1=6', W2=12', D=i.5') 44.25 LF dal 0.7 % 51.z8 LF �a o.6z°/a PROPOSED 8" SANITARY 740 SEWER CROSSING 0 .t O v It aw0 LL 1n O O ~ 2 H rH� 2 3: O 'n m o 0 NCR.t 755 m 1n > o N a � m m TO m `^ �F 0000 ?ZZp H �n �n o 0 n n Ln N F o_ >>> LA F Z Z Z > 750 �^zzz o Ha»» ,n�zzzz 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 00 m m p m 1 It It N � 0 0 000lt It � o�1't 0 MLnv1mrl > 00 nnnF ^ZZZ0 Faa»» 1nZZZZ ED GRADE )POSED 8" GRADE TERLINE )SSING 1.T i5 RCP 0g% 1.7' 1,16 01 �F � 3. z z' 18" RCP 29.16 LF Qa 1.1o% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF Qa 1.74% 1. F • • 755 PROPOSED WATERLINE CROSSING 750 15" RCP 27.68 LF @ 1.16% 745 740 M00 1� 0 00 S O N l0 0 m lDLi) M N •i It V1 mm n n Ln n n Ln 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 F Lu 2 w J V 151 K`' 61% @2 = N o ° u 0 76o F o 76o O OF STR:Sz VDOT STD. DI-3B (L=1o') STR:5zB VDOT STD. DI-3B (L=10') o a 10 v~i °o 11 H 00 N n F r N °o Q LL m TP=755.25 TP= z 755 5 a $ 0 „N a� g M m coN INV IN: 7y8.oz TO 5zB INV IN: 751.58 TO RF-8 0> m °1) > n ^F a m Z .. p 0 0 °v1 v,0 INV OUT: 747-92 TO 5o INV OUT: 748.25 TO 52 �a»> 755 °,moo °p�, 755 �zz� O nF ZZZ 0 F 000 NpN ii»> F z z z Ln o 0 o o 0�n PROPOSED 8" 76O ^. N o�^ 't m WATERLINE 0m o mo > ^ �� o ^ -t ? O CROSSING � Z Z Z 0 F Z Z Z oe 750 a > > > > 1.z' 750 n F Z Z Z Z PROPOSED GRADE 755 750 z 7 15" RCP 57.5o LF Qa 1.740A 745 PROPOSED 8" SANITARY SEWER CROSSING 740 In l0 ml QN NO ♦i ^ M N 111 OM n M 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-46 - STR-28 PROFILE VERTICAL GRAPHIC SCALE 5 ° 2.5 5 10 20 ( IN FEET ) 1 inch = 5 It, HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 3+50 735 730 725 745 740 735 730 725 L15" RCP 745 1 LF 1 �-y / 27.63 LF del o.83% y63.� \ 740 SANITARYEXISTING GRADE CROSSING RCP 16 LF Qa 1.82% In N Hl n M ,M n N NJ mIr 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 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 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-LLINSZ No. 35791 i�l 5/23/22 V / z Z o J O a U m ~ w U) 0 J Z IM04 o > z W ~ Ar ® M 0 Cn z N c W co C � G N Q C) N z N Q Lu J 0 ll1 J Q W > O J Lu ~ O O J � Q did Q Z w U LL. w i W Y N c11 W ul U 0 Q w = Ln z Lu U) W JLuj W C:) Q ®N U Lu Q J bF w x a m JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21 750 745 740 735 STRa6D VDOT STD. DI-3C (L=6') TP=735-42 INV IN: 729.17 TO 68 INV IN: 727.93 TO 16F INV OUT: 727.81 TO 166 730 15 R31o% yo365 �F 725 STR:70 VDOT STD. DI-313 (L=8') TP=746.67 INV IN: 739.6o TO 7oB INV IN: 742.67 TO YD-11 INV OUT: 739.5o TO 68 STR:68 VDOT STD. DI-31B (L=8') TP=739.17 INV IN: 733.10 TO 70 INV IN: 735.5oTO RF-19 INV OUT: 733.0o TO 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 .1' 740 L15" RCP 27.72 LF Qa 1.44% 735 l!1 OO F O M CD lD 9 N O M ID M � ^ ^ n rl 0+00 0+50 1+00 1+50 2+00 2+50 STR-7oB - STR-16D PROFILE 730 725 STR:EX-5o NEW DI-iTOP EX TP=Fae a 722.50 EX INV IN: 713.27 TO EX-52 730 EX INV OUT: 713a7 TO EX-16 STR:EX-16 EX-MH EX TP=722.00 EX INV IN: 722.67 TO EX-50 PROPOSED EX INV IN: 712.75 GRADE EX INV OUT: 710.81 1 1 STR:78 VDOT STD. DOGHOUSE MH TP=743.67 INV IN: 737-So TO 78B INV IN: 74o.00TO RF-z5 INV OUT:737.00 EXISTING 750 F-GRADE 750 TIE-IN TO EXIS- STORM SEWER WITF DOGHOUS STR:78B VDOT STD. DI-313 TP=743.58 INV OUT: 737.75 TO 78 745 745 PROPOSED 740 GRADE 740 -ING 15" RCP PROPOSED E MANHOLE 15" RCP 735 13.25 LF Qe 1.89% 735 S 0) d r\ � 0+00 0+50 720 1E \ EXISTING STRUCTURE1/ TOP TO BE MODIFIED " II PROPOSED 8" SANITARY 715 SEWER CROSSING 2f4' i I II II 15" RCP 710 1 LJI 84.7o LF @a 0.590/0 15" RCP 54.85 LF Qa 0.57% 705 STR:EX-68 NEW MH TOP EX TP=719.58 EX INV IN: 714.18 TO 76 o EX INV OUT:714.o8 TO EX-52 730 Lp a x STR:76 VDOT STD. DI-313 (L=8') o w TP=721.42 = OF- INVIN:714.6oTO76B 2 W 0 INV OUT: 714.5o TO EX-68 M w N ° ^ 725 N � r� STR:76B VDOT STD. DI-313 (L=8') `^ � ? O TP=721.42 11 w a» INVIN: 717.42TOYD-7 F Z Z INV OUT: 715.00 TO 76 �xxx Ln w w w 720 15" RCP 67.29 LF @a o.59% 715 V 3RCP 33.82 LF Qa 1.18% 15" RCP 710 24.57 LF Qa 1.30% TIE -INTO STORM SEWER STRUCTURE INSTALLED WITH PHASE 1 DEVELOPM 705 00 g m m m N n N n M n N N �1 O~1 D n i ^ n ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 7R-76B - EX-STR-16 PROFILE 745 745 STR:72 VDOT STD. DI-36 (L=6') STR:74 VDOT STD. DI-313 (L=8') TP=730.83 TP=736.00 INV IN: 724.93 TO 74 / INV IN: 728.93 TO 74B INV OUT: 724.83 TO 22 J INV OUT: 728.83 TO 72 740 740 / EXISTING STR:74B VDOT STD. DI-313 (L=1o') L=1o') GRADE TP=736.17 INV IN: 732.5o TO RF-21 STR:22 VDOT STD. PROPOSED INV OUT: 729.33 TO 74 DI-3B (L=4') GRADE TP=730.67 735 INV IN: 724.5o TO 72 INV IN: 723.27TO 22B PROPOSED 8" INV OUT: 723.17 TO 20 WATERLINE CROSSING 73Q 730 ')TR-78 - STR-78B PROFILE 15" RCP 725 15 R� 3.41% 33-75 LF Qa 3.a % 7�5 T1yy.45VF 15" RCP 18.25 LF Qa 1.81% 720 1 720 N N CO nrl r 0+00 0+50 N y M M 1+00 1+50 2+00 STR-74B - STR-22 PROFILE VERTICAL GRAPHIC SCALE 5 o 2.5 5 io zo NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE ( IN FEET) STANDARDS. 1 inch = 5 ft. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. HORIZONTAL GRAPHIC SCALE SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 0 o zs so 00 00 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ( IN FEET) ACCORDANCE WITH STANDARD ST-i AS FOUND 1 inch = 50 ft. IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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.o3G. SCOTT/R. CtTLLINSZ No. 35791 i�l 5/23/22 _i z Z J o O a U m ~ w En Z J Z .a. in z W ~ F N M � N (9 1� UI N 0 Cn N \N Lu J J_ U) I n D C. z LLu U U) 78rl Lum z Lu 0 Lu Q z Q 0 111 W O J LL -j � Q z � w LL. 3: 1 W N � W 2 (f) p Q 2 l/1 z Lu Lu ((� V V ) Lu J bF 0 w w x o_ Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21A / 41* 41111 44 Ale --- � \ / �♦ RAINAGEDIVIDE (TYPJ / I / "� �I J� \ \ S �-- 11 l \ �♦ \�\ \ - a\ \\�\\ ♦� �y \ _ ztOr t°r O'r\%.11��_� YD-4C \�\\�\ \ \�\ \ .:. °s z�,r or' I YD 6B -�--� � F li ♦ \� \� `' 11/ l \ 1 \ / 60B zO' zoe zo°� \ - '-3sz_ �� // ! �O� 41� RF-zo l✓ll ztpr toT YD-yB \ 1 ---`\ \ \\ / 1400 54 ^ �� ♦ >/ �' , _ � '' '�a r <or < �,� �, O � � ♦ _ ♦ _-�-.�%,� ^: S° r ztOr t \ \ 1 ti �._ � �"z... i♦ ��'..�`_ .�._,,...-.. \ z az z l �i. _�� \ // _- � _ I RF 9 ... �, si zsor SB ROJECTBO /- � \ --- -- o ♦ ,ry\: \ \ UNDARY(TYP) � ,_�._ ' , � � [ 1 a� r :: rr }{ � '\� ��.. �._ � �.^•��.. � rrs Apr / � - z38T G; RF-5A� /+ � ♦ ♦...`� _, +RF g "9C \ \ 99 4 --� z zzs r YD-3F lx._ {1t:� „l /..... \...... �.... _..: z0 t``).�.r. z'�i /,, l RF iy G(q�F„ \ \\\ �a � J77: .,\•�\ ♦ .F \,' zzs ztOr zt°r RF- .�= I zss tO ��♦ \ e ____, / ... Rq \♦, ®gi \ � _ � _ � �� + �r �, � � ,. 8��1 ` \ .. '\ c c /� ..._ G:. /�....♦ �:,.., ,:.; e for / zys . _ RF-6B � 'sa <o ..�,� .\, .._.J l l /( s� O�K ♦.. °� RF-7A �+ z'�O - / -/' z °r RF yA �� / as9p �5pr !p RF-�3A t ``•� '\ 1\ \ ../ I \ \ \®® � ��\ / \ � � ;--,_ + '�7- ;. �`� ��q�♦... �, � \ a 06zg Structure Area (Acres) Cw tc (Min) YD-1 0.17 0.55 6.0 YD-lA 0.15 0.55 6.0 YD-1B 0.22 0.50 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 \ \ \ -�°C _ \ \ F: r ^ -.. ✓ � \ \ �� / ` -,. �, �.. ''�""\.,, _ ' / . ,°r ....: / � / - 'ems / � YD-zD r.. YD-io 3/ >> <or \ W. / :: ';S 4\\� �-- //'+ , l:' o♦ ;��,.._. �.6z \�, � �.,,,� YD-3B �.. / / / //� <o / __ \� /; zje for \ o \ 00 firio ®a \ _ \ ® ";. �, \ DRAINAGE DIVIDE "0000 RFy / <or /.... �> $OB 4 ��a \ +e Q„ �-off_ 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 Structure Area (Acres) Cw t, (Min) RF-1 0.00 0.90 5.0 RF-lB 0.00 0.90 5.0 RF-IC 0.06 0.90 5.0 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 TH OF � O f�Cl SCOTT R. LINSZ J No. 35791 0 o 5/23/22�� , /ONAL E�G� i Zz C) O U m rI W En � J Z < O F- \ in z W Q M L LU M G M Q 0' z ry � �..�..� Structure Area (Acres) Cw 4 (Min.) 2 0.00 0.90 5.0 4 0.00 0.90 5.0 6 0.00 0.90 5.0 8 0.13 0.75 6.0 ; 8B 0.12 0.75 6.0 10 0.13 0.75 6.0 12 0.10 0.75 6.0 12B 0.14 0.75 6.0 14 0.09 0.75 6.0 16 0.30 0.75 6.0 16B 0.10 0.75 6.0 16D 0.15 0.75 6.0 16F 0.02 0.75 5.0 18 0.46 0.30 8.0 20 0.10 0.75 6.0 20B 0.16 0.75 6.0 y 22 0.02 0.70 2.0 22B 0.18 0.75 6.0 24 0.03 0.70 5.0 \ / °ss J \ `\ `\ \ \\\ \ \ w \\ \-\\\\ �\ �� ®� '\\ y('i \\ `, \ ® •\ :, ,� v y1-' / ' -'- jsr �\ `v �� SHEET NO. \ 77\ \ \\ \\ \ \\ \\\\\ \\ \ \\ \\\\\\o \- X SZ/ EX-i6 �Y TH OF SCOTT R. LINSZ J No. 35791 1. 5/23/22 O ��S'SIONAL E�Ol c w w z z w z J O U 0 c 0 U 3 n x L o 3 O c o m 0 U 0 a 0 0 a a c 0 U i 0 U 0 0 c 4 m U o 0 3 o a T 0 c c o n o o 3 o 0 o c T E CD o CD z z_ w w w z Z w z J 0 n a > U o s N c E 3 U o a� o U a o c 0 n m y ° F V/ Z O u Uj li Z U W z O ul J Q k m N J .Q. P Z W N N Ln Ln M M N 01 ,ZI V r N O N N Q W J w O Q WU Y w r^ vl Zw LU n/ � /� Vi J W J Q (] N 0 UW z W O z w Q z Q J IO Q O /� I..L Q z ~� LL I (V w \� < z 11 I LU / n `J zN < (V/n ^� U I..L w O a U) z O L I� E L' 1i un's W � W V Q z a` Q uu U)) JOB NO. 182154 SCALE N/A SHEET N0. �3 YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (n.) LENGTH` (g,) SLOPE(°h) INVERT IN INVERT OUT MATERIAL INLET TYPE RIM ELEVATION Y0.1B 12" Yard Drain 717.00 12 85.80 4.06% 714.00 711.33 HDPE Y0.1A 12" Yard Drain 714.33 12 47.80 2.09% 711.33 710.33 HDPE YD-1 15" Yard Drain 713.33 12 45.40 1.83 % 710.33 709.50 HDPE ROOF-16 8" Cleanout 732.50 8 85.35 2.30% 730.50 729.00 HDPE ROOF-1A 8" Cleanout 731.00 8 56.60 2.60% 729.00 726.75 HDPE ROOF-1 8" Cleanout 729.00 8 12.75 15.89% 728.75 724.75 HDPE V0.2E 12" Yard Drain 751.67 12 40.75 13.91% 747.67 742.00 HDPE V0.2D 12" Yard Drain 746.00 12 48.94 3.41% 742.00 740.33 HDPE V0.2C 12" Yard Drain 743.33 12 44.07 3.02% 740.33 739.00 HDPE V0.2B 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 745.87 12 18.34 0.93% 742.67 742.50 HDPE RF-15A 8" Cleanout 748.87 8 149.78 3.79% 744.00 738.33 HDPE RF-15 8" Cleanout 741.00 8 18.07 15.88°k 738.33 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 738.83 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% 747.58 741.83 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°h 743.00 742.87 HDPE Y0.9F 12" Yard Drain 749.50 12 40.60 8.82% 745.50 742.00 HDPE Y0.9E 12" Yard Drain 746.00 12 83.98 4.17% 742.00 739.33 HDPE Y0.9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE V0.9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE V0.9B 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE V0.9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE Y0.9 12" Cleanout 736.00 12 12.10 6.20% 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.99% 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 5.27% 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 738.67 12 53.43 3.13% 735.67 734.00 HDPE Y0.8C 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE Y0.86 12" Yard Drain 735.87 12 60.00 4.45% 732.67 730.00 HDPE Y0.8A 12" Yard Drain 733.00 12 84.81 2.05% 730.00 728.87 HDPE Y0.8 12" Yard Drain 731.87 12 89.92 1.87% 728.87 727.50 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°h 719.00 717.42 HDPE RF-22A 8" Cleanout 725.00 8 38.84 0.90°h 722.33 722.00 HDPE RF-22 8" Cleanout 725.00 8 15.55 10.74°k 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 728.00 8 22.01 1.50% 725.33 725.00 HDPE RF-23 8" Cleanout 728.25 8 15.49 6.46% 725.00 724.00 HDPE RF-23B 8" Cleanout 731.00 8 74.60 4.46% 728.33 725.00 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (n.) LENGTH` (8) SLOPE (°�) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-24A 8" Cleanout 742.75 8 138.35 6.32% 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 8.87 14.99% 741.33 740.00 HDPE RF-26A 8" Cleanout 750.00 8 136.59 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°h 750.83 747.67 HDPE RF6A 8" Cleanout 750.33 8 52.95 2.53% 747.67 746.33 HDPE RFB 8" Cleanout 749.00 8 15.84 10.48% 746.33 744.67 HDPE RFdA 8" Cleanout 752.87 8 95.67 3.31% 750.00 746.83 HDPE RFd 8" Cleanout 749.50 8 14.88 13.44% 746.83 744.83 HDPE RFSA 8" Cleanout 757.50 8 74.97 4.87% 754.83 751.33 HDPE RFS 8" Cleanout 754.00 8 17.22 12.54% 751.33 749.17 HDPE RF-14A 8" Cleanout 757.50 8 49.22 3.72% 754.83 753.00 HDPE RF-14 8" Cleanout 757.00 8 15.63 1.09% 753.00 752.83 HDPE RF-14B 8" Cleanout 757.00 8 134.13 0.99% 754.33 753.00 HDPE YDd6 24" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HDPE VDdA 24" Yard Drain 757.00 12 66.17 1.01 % 753.92 753.25 HDPE YDd 12" Cleanout 757.00 12 19.17 1.72% 753.25 752.92 HDPE Y0.4E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.67 HDPE VDdD 12" Yard Drain 757.67 12 42.89 0.98% 754.67 754.25 HDPE VDdC 12" Cleanout 757.25 12 20.48 1.61% 754.25 753.92 HDPE RFbA 8" Cleanout 757.67 8 115.19 1.09% 755.00 753.75 HDPE RF5 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 VD-3D 12" Yard Drain 754.00 12 48.78 6.83% 751.00 747.67 HDPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81% 747.87 746.33 HDPE YD-3B 12" Yard Drain 749.00 12 49.56 1.67% 746.33 745.50 HDPE Y0.3A 12" Cleanout 750.00 12 19.91 2.51% 745.50 745.00 HDPE YD-3G 24" Yard Drain 757.00 12 82.14 4.87% 754.00 750.00 HDPE YD-3F 24" Yard Drain 753.00 12 87.35 1.48% 750.00 749.00 HDPE YD-3E 24" Yard Drain 752.00 12 52.73 2.52% 749.00 747.67 HDPE RF-7A 8" Cleanout 755.00 8 95.25 3.76% 752.33 748.75 HDPE RF-7 8" Cleanout 752.00 8 15.48 15.83% 748.75 748.33 HDPE RFSA 8" Cleanout 759.00 8 120.76 1.52% 756.33 754.50 HDPE RF-S 8" Cleanout 756.00 8 18.34 15.92% 754.50 751.58 HDPE YDED 24" Yard Drain 758.67 12 102.41 1.14°h 755.67 754.50 HDPE YDEC 12" Yard Dain 758.00 12 89.35 1.12% 754.50 753.50 HDPE YD-6B 24" Yard Drain 757.00 12 55.97 1.20% 753.50 752.83 HDPE YD�A 12" Yard Drain 756.67 12 75.92 1.09% 752.83 752.00 HDPE YD-6 12" Yard Drain 756.00 12 19.34 2.59% 752.00 751.50 HDPE RF-11A 8" Cleanout 759.00 8 145.10 1.03% 758.33 754.83 HDPE RF-11 8" Cleanout 758.00 8 22.74 7.70% 754.83 753.08 HDPE RF-12A 8" Cleanout 756.33 8 140.73 1.07% 753.67 752.17 HDPE RF-12 8" Cleanout 757.50 8 15.49 1.10% 752.17 752.00 HDPE V0.5A 12" Yard Drain 735.33 12 16.00 15.63% 730.00 727.50 HDPE YDS 24" Cleanout 730.00 12 16.85 15.85% 724.00 721.33 HDPE 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 16F DI-3B CG-6 4 735.33 16E 15 28.31 1.13% 728.25 727.93 RCP 16D DI-3C CG-6 6 735.42 16C 15 33.99 0.68% 727.83 727.60 RCP 16B DI-3B CG-6 6 735.75 16A 18 28.26 0.81% 727.50 727.27 RCP 16 DI-3B CG-6 10 735.75 15 18 104.11 1.03% 727.17 726.10 RCP 14 DI-3B CG-6 6 734.00 13 18 90.62 1.74% 726.00 724.42 RCP 12 DI-3B CG-6 8 730.42 11 24 93.89 1.68% 719.58 718.00 RCP 10 DI-3B CG-6 10 723.58 9 24 93.37 1.79% 711.50 709.83 RCP 8 DI-3B CG-6 10 715.58 7 24 12.54 1.99% 708.00 707.75 RCP 2 MH - - 709.83 1 24 46.37 1.79% 703.83 703.00 RCP 86 DI-3B CG-6 10 715.33 8A 15 28.04 0.82% 708.33 708.10 RCP 20B DI-3B CG-6 8 728.50 20A 15 27.68 1.16% 721.50 721.18 RCP 20 DI-3B CG-6 6 728.42 19 18 22.32 1.03% 721.08 720.85 RCP 18 DI-1 - - 729.00 17 18 20.90 0.72% 720.75 720.60 RCP 12B DI-3B CG-6 10 730.58 12A 18 27.78 0.90% 720.50 720.25 RCP 24 DI-3B CG-6 4 731.50 23 15 31.01 1.35% 724.42 724.00 RCP 22B DI-3C CG-6 6 730.67 22A 15 28.89 1.07% 723.58 723.27 RCP 22 DI-3B CG-6 4 730.67 21 15 76.94 1.52% 723.17 722.00 RCP 34D DI-3B CG6 12 747.25 34C 15 33.67 1.19% 740.50 740.10 RCP 34B DI-3B CG6 4 747.42 34A 15 73.62 5.30% 740.00 736.10 RCP 34 DI-36 CG6 8 742.50 33 15 106.15 2.59% 736.00 733.25 RCP 32B DI-3B CG6 8 739.00 32A 18 47.93 1.00% 731.58 731.10 RCP 32 DI-3B CG6 10 738.58 31 24 167.56 0.54% 731.00 730.10 RCP 30 DI-3B CG6 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-36 - 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 70B DI-3B CG-6 8 746.75 70A 15 27.72 1.44% 740.00 739.60 RCP 70 DI-3B CG6 8 746.67 69 15 120.31 5.32% 739.50 733.10 RCP 68 DI-36 CG6 8 739.17 67 15 103.65 3.70% 733.00 729.17 RCP 38 DI-3B - 6 735.58 37 15 19.47 3.85% 731.08 730.33 RCP DRAINAGE DESCRIPTIONS PIPE INFORMATION INLETINFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 74B DI-3B - 10 736.17 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 - 6 730.83 71 15 18.25 1.81% 724.83 724.50 RCP 76B DI-3B CG-6 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 DI-3B - 10 743.58 78A 15 13.25 1.89% 737.75 737.50 RCP 66B DI-3B CG-6 12 750.25 66A 15 34.85 0.66% 743.33 743.10 RCP 66 DI-3B CG-6 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-36 CG-6 8 752.83 41 15 116.07 3.08% 745.83 742.25 RCP 406 DI-3B CG-6 8 748.50 70A 18 29.16 1.10% 740.75 740.43 RCP 40 DI-36 CG-6 8 748.33 39 18 47.78 1.74% 740.33 739.50 RCP 48B DI-3C - 10 756.58 48A 15 34.74 0.92% 749.50 749.18 RCP 48 DI-3C - 6 756.58 47 15 100.44 0.56% 749.08 748.52 RCP 42B DI-3B CG-6 6 753.33 42A 15 29.02 1.10% 746.25 745.93 RCP 46B DI-7 CG-6 - 757.75 46A 15 35.93 1.39% 751.75 751.25 RCP CULVERT-1 ES-1 CG-6 - 758.33 15 16.83 11.88% 756.00 754.00 RCP 52B DI-3B - 10 755.25 52A 15 27.63 0.83% 748.25 748.02 RCP 52 DI-3B 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 SOB DI-36 CG-6 8 749.50 50A 15 27.66 0.83% 742.25 742.02 RCP 64B DI-3B CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI-3B CG-6 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 CG-6 - 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 D 0� FLOW TYPE IlVI.Er TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CF3) YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 4.00 0.374 0.97 WEIR FLOW YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 6.50 0.608 134 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 4.00 0.374 1.54 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 6.50 0.608 2.13 WEIR FLOW YD-IA 12"NyloplastYazdlrilet 0.43 11.19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW YD-lA 12"NyloplastYardllilet 0.43 11.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW YD-1 A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW YD-1 A 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.15 0.55 6.50 0.536 2.58 WEIR FLOW YD-1 B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-1B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-1 B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIR FLOW YD-1B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 6.50 0.715 4.59 ORIFICE FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-2A 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 4.00 Q216 0.66 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged Pge 0.22 5.60 0.09 0.60 6.50 0.351 1.11 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2D 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2D 12" Nyloplast Yard Irilet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 Q240 0.71 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-3B 12" Nyloplast Yard I1ilet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.66 WEIR FLOW YD-3B 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3C 12"NyloplastYazdlnlet 0.43 11.19 0.10 0.50 4.00 0.200 039 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.50 6.50 0.325 0.55 WEIR FLOW YD-3C 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.63 WEIR FLOW YD-3C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.50 6.50 0.325 0.95 WEIR FLOW YD-3D 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.50 4.00 Q240 0.45 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 4.00 0.902 0.69 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 6.50 1.466 0.96 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 4.00 0.902 1.10 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 6.50 1.466 1.82 WEIR FLOW YD-3F 24" Nyloplast Yazd Inlet 1.40 21.73 0.24 0.55 4.00 0.528 0.48 WEIR FLOW YD-3F 24"NyloplastYardlnlet 1.40 21.73 0.24 0.55 6.50 0.858 0.67 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 4.00 0.528 0.77 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 6.50 0.858 1.06 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 4.00 0.484 0.46 WEIR FLOW YD-3G 24" Nyloplast Yazd Inlet 1.40 21.73 0.22 0.55 6.50 0.787 0.63 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 4.00 0.484 0.72 WEIR FLOW YD-3G 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.22 0.55 6.50 0.787 1.00 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 4.00 0.400 0.40 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet 1.40 21.73 0.25 0.40 6.50 0.650 0.56 WEIR FLOW YD-4A 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.25 0.40 4.00 0.400 0.64 WEIR FLOW YD-4A 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.25 0.40 6.50 0.650 0.88 WEIR FLOW YD-4B 24" Nyloplast Yard Inlet 1.40 21.73 0.35 0.40 4.00 0.560 0.50 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet 1.40 21.73 0.35 0.40 6.50 0.910 0.70 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 4.00 0.560 0.80 WEIR FLOW YD-4B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.35 0.40 6.50 0.910 1.10 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet 0.43 11.19 0.09 0.50 6.50 Q293 0.51 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-4D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 4.00 Q234 0.44 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.45 6.50 0.380 0.61 WEIR FLOW YD-4E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.13 0.45 4.00 Q234 0.70 WEIR FLOW YD-4E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.45 6.50 0.380 1.30 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.30 4.00 0.096 0.24 WEIR FLOW YD-SA 12" Nyloplast Yazd Inlet 0.43 11.19 0.08 0.30 6.50 0.156 033 WEIR FLOW YD-SA 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.30 4.00 0.096 038 WEIR FLOW YD-SA 12" Nyloplast Yard I1ilet - 50% clogged 0.22 5.60 0.08 0.30 6.50 0.156 0.53 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 4.00 0.340 0.56 WEIR FLOW YD-6 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.50 6.50 0.553 0.78 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 4.00 0.340 1.04 WEIR FLOW YD-6 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.50 6.50 0.553 2.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 4.00 0.440 0.67 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet 0.43 11.19 0.20 0.55 6.50 0.715 1.15 WEIR FLOW YD-6A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.20 0.55 4.00 0.440 1.74 WEIR FLOW YD-6A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.20 0.55 6.50 0.715 4.59 ORIFICE FLOW YD-6B 24" Nyloplast Yazd Inlet 1.40 21.73 0.34 0.50 4.00 0.680 0.57 WEIR FLOW YD-6B 24" Nyloplast Yard Inlet 1.40 21.73 0.34 0.50 6.50 1.105 0.79 WEIR FLOW YD-6B 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.34 0.50 4.00 0.680 0.91 WEIR FLOW YD-6B 24" Nyloplast Yazd In INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is4inlhr for spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Intel Hyd �Y TH OF �,{ It- SCOTT R. LINS% J No. 35791 ,� 5/23/22 t� O ��S'SIONAL E�Ol w w Z Z w Z J O U O c y O U 3 m n x U 11 Z Z J L O Q d O o u 00 ..I W N 3 0 J O z ` O F o (n Z y c w o W 2 0 0 U 0 a 0 0 c a a c 0 U i w 0 U 0 W N 0 N rn 0 0 D 0 I- U z U c r r 0 o M 0 (� 0 3 0 N z ��} LU n V 0 c 01 1 U N Q O z 0 N W \N J/ o / la- 0 � .. J Q z 0 O o \ O n � / 0 H ~ a. J J O Q V z 10�JU t Q I. -( LL Q o = V U I W W Y o N 0 W z E ^ a v , c rr^^ o vJ O Q a in z Lf Q w zw w ^ z w L.L O z w z N Z 1 1 I J J � oC 0 w V o J� Q � > z N U O Q 0 m 0 N (V/n s 0 o W c 0 U U F 0 W W , O W 0 Of V=i U JOB NO. 182154 SCALE o N/A 0 0 n SHEET N0. 0 z3A 0 STRUCTURE DRAINAGE lU 0 e rio o rCD 11 o 11 t __ L9 3: t STRUCTURE DRAINAGE D (� FLOW TYPE INLET TYPE AREA (FT2� PERIMECER (FT) A (ACRES) C I (IN/IIR) Q (CFS) YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8 12" Nyloplast Yard Inlot - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-8A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-8A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-SB 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 4.00 0.360 0.58 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet 0.43 11.19 0.18 0.50 6.50 0.585 0.81 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 4.00 0.360 1.16 WEIR FLOW YD-8B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.18 0.50 6.50 0.585 3.07 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet 0.43 11.19 0.16 0.50 4.00 0.320 0.54 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet 0.43 11.19 0.16 0.50 6.50 0.520 0.75 WEIR FLOW YD-8C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.16 0.50 4.00 0.320 0.92 WEIR FLOW YD-8C 12" Nyloplast Yazd Inlet - 50%clogged 0.22 5.60 0.16 0.50 6.50 0.520 2.43 WEIR FLOW YD-8D 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 4.00 0.408 0.63 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet 0.43 11.19 0.17 0.60 6.50 0.663 0.99 WEIR FLOW YD-SD 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.17 0.60 4.00 0.408 1.49 WEIR FLOW YD-SD 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.17 0.60 6.50 0.663 3.95 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-SE 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-SE 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 4.00 0.312 0.53 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet 0.43 11.19 0.13 0.60 6.50 0.507 0.73 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.60 4.00 0.312 0.87 WEIR FLOW YD-9A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.13 0.60 6.50 0.507 2.31 WEIR FLOW YD-9B „ 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-9B 12 Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 460 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-9B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 1.37 WEIR FLOW YD-9C 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-9C 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-9D 12" Nyloplast Yazd Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-9D 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 4.00 0.096 0.24 WEIR FLOW YD-9E 12" Nyloplast Yazd Inlet 0.43 11.19 0.04 0.60 6.50 0.156 0.33 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 4.00 0.096 0.38 WEIR FLOW YD-9E 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.04 0.60 6.50 0.156 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 4.00 0.192 0.38 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet 0.43 11.19 0.08 0.60 6.50 0.312 0.53 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 4.00 0.192 0.61 WEIR FLOW YD-9F 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.08 0.60 6.50 0.312 0.87 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 4.00 0.180 0.37 WEIR FLOW YD-10 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.50 6.50 0.293 0.51 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 4.00 0.180 0.58 WEIR FLOW YD-10 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.09 0.50 6.50 0.293 0.81 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 4.00 0.264 0.47 WEIR FLOW YD-11 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.55 6.50 0.429 0.66 WEIR FLOW YD-11 12" Nyloplast Yard Irilet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-11 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Intel y� N y N pj m � m m o C - � ry is 1c' 6 '° � � ? g o 4 8 � v � b � � g � F° � A $ F O '9 � y c m c � `. .� .� o � `m � g o °� c � `w ij � � a n m a v r •• a x m `m u � m rn tjf � a 16 a > � d ti U o' d d N, u, 3 u, N r v a r � left 0.11 0.75 0.083 0.54 0.00 0.54 0.0200 0.0200 2.0 0.0833 4.1650 4.64 right 0.04 0.75 0.030 0.20 0.00 0.20 0.0100 0.0200 2.0 0.0633 4.1650 3.61 18D 3C 8.0 cort0ined flow 0.7 0.10 0.225 5.18 left 0.03 0.75 0.023 0.15 0.00 0.15 0.0200 0.0200 2.0 0.0833 4.1650 2.85 right 0.15 0.75 0.113 0.73 0.00 0.73 0.0200 0.0200 2.0 0.0833 4.1850 5.21 22B 3C 8.0 con8ined flow 0.9 0.12 0.254 5.82 left 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1850 6.86 48 3C 6.0 combined flow 0.7 0.10 0.215 0.92 left 0.08 0.70 0.058 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0833 4.1850 7.03 right 0.18 0.70 0.128 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0833 4.1850 9.53 48B 3C 10.0 con8ined flow 1.2 0.11 0.246 5.83 left 0.07 0.75 0.053 0.34 O.DD 0.34 0.0010 0.0200 2.0 0.0833 4.1650 6.86 right 0.07 0.75 0.053 0.34 0.00 0.34 0.0010 0.0200 2.0 0.0833 4.1850 6.86 80 3C 8.0 combined flow 0.7 0.10 0.215 0.92 left 0.21 0.80 0.168 1.09 0.00 1.09 0.0010 0.0200 2.0 0.0833 4.1650 10.81 right 0.22 0.80 0.176 1.14 0.00 1.14 0.0010 0.0200 2.0 0.0833 4.1650 10.80 60B 3C 12.0 con8ined flow 2.2 0.16 0.343 7.88 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hrfor spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HI2) Q (CF6) 18 DI-1 2.33 10.00 0.46 0.30 4.00 0.55 0.8 WEIR FLOW 18 DI-1 2.33 10.00 0.46 0.30 6.50 0.90 1.2 WEIR FLOW 18 DI-1-50%clogged 1.17 5.00 0.46 0.30 4.00 0.55 1.3 WEIR FLAW 18 DI-1 - 50% clogged 1.17 5.00 0.46 0.30 6.50 0.90 1.8 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 4.00 0.37 0.6 WEIR FLOW EX-50 DI-1 2.33 10.00 0.17 0.55 6.50 0.61 0.9 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 4.00 0.37 1.0 WEIR FLAW EX-50 DI-1 - 50% clogged 1.17 5.00 0.17 0.55 6.50 0.61 1.4 WEIR FLAW 46B DI-7 6.56 14.33 2.32 0.40 4.00 3.71 2.3 WEIR FLOW 46B DI-7-50%clogged 6.56 14.33 2.32 0.40 6.50 6.03 3.2 WEIR FLOW 46B DI-7 - 50% clogged 3.28 7.17 2.32 0.40 4.00 3.71 3.7 WEIR FLOW 46B DI-7-50%clogged 3.28 7.17 2.32 0.40 6.50 6.03 5.1 ORIFICE FLOW 54 DI-1 2.33 10.00 0.09 0.45 4.00 0.16 0.4 WEIR FLOW 54 DI-1 2.33 10.00 0.09 0.45 6.50 0.26 0.5 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 4.00 0.16 0.6 WEIR FLOW 54 DI-1-50%clogged 1.17 5.00 0.09 0.45 6.50 0.26 0.8 WEIR FLOW 60D DI-7 6.56 14.33 3.42 0.45 4.00 6.16 3.3 WEIR FLAW 60D DI-7-50%clogged 6.56 14.33 3.42 0.45 6.50 10.00 4.5 ORIFICE FLOW 60D DI-7 - 50% clogged 3.28 7.17 3.42 0.45 4.00 6.16 5.2 ORIFICE FLOW 60D DI-7-50%clogged 3.28 7.17 3.42 0.45 6.50 10.00 7.2 ORIFICE FLOW • MM i • 1 III U �®��m•�®mom 0m■®®� �©�� , mamma • 0m�m■®� �o��m�mam�mm®m•®m•� ��®mamma • ®®®m•� ��®mamma ®m•m■�� 0� , � „ mom•®mm�� mm•�®mmmsm�®�mm�� 0��m�mammma®®m■®� �®��®®mom®®m■m.® m��®m'mmsm�m•�mm�� mm•�®comma®m•�®�� mm•�®comma®�m�mm�� m��m�mm®mom•®®�� ®��ma�m�mm®m�m.m• o�m�mm®®m•m�mm�� mm•�m�mm®m�m•m�mm�� mm■� � � comma®��mm�� m��mmtm�mt®oommmmt�® ��m��mmtm®®moommmmt�� 0��m��m®maaa®m®gym®msaat�ar� ®��m��m®m�m,mma®mmmaaat 0��m��mmt®gym,®®ommmmt®® ��m��mmt®�mt®m• • •. m®mmt®ate ��m��mmtm�m,®oommmmt�m� ��m�mm■ cot®®�m��m��mmm�� m��m®a•®®®oommmmt�m� �®®mm■ mtm,m�m��m��mmm�� ®��m��m®a•®®®oommm®�m� ��m��m®a•®®moo®mm®�® �®�mm•®cot®m�m��m��mmm�� ®��m��mmtm®cot®oommm®�� aa•m®� ®m�m��m��mmm�� 0��m��mmtm®®®o®®mmsaat®ate ��m�mm■ m,m�m��m��mmm�� m��mmta•am� , ,. m•�mmmmt®� ��®a•aa•� mtm,m�m��m��mmm�� ®aaata•� , , , . ® �m��m��mmm�� ®mmi cot®• • �m��m��mmm�� m��mmtm®®moommmmt® ��m��m®mom o •• mmmt�® ® ®��I • �� - � ► Fes;: �► � �. • • ��® �� — tea' ' 7 � � \\ MESA F►/�=� � \�i a,• � .� � "- � �� w �I � � - --- _ _ _--._—��1 it �� -��. � �� - � � � •� � �� • .. LP inn I *wm ♦ ♦ � � � � — ram/ i�5. � �, �. •� � �A��' � �< ��'�' Y • • -� �1�-�� t a ar�� Imin NN I a i�I�� • • �NII � � � � � i i �� • � � • . . � � �• fil y �'� :. I�P� ; per• �iVll� I .__ �. \ I �4',� • \ • �'i� � � �MIN f • rl ain � w � , VINE -_ _ ��) i o - — �� . � � � I� �♦��♦� • � � � Affirm, rill- Fir IIII■i� • �IJII�� I.� low • ,,�aE� �� •' �© � r.+ � �� lain gill �i MINI I1 I �� c �® ��,� •l�� i • ��'`� � � \�� ' I �I IN I pal r /s N � • 1 A �� !�`'� �% � �I� �bk!4 _ o I N- M"MIS "R - rAwh4h, I So w,r r , • 0 ° • , ice. (` -- 0 LG 1I �\ \\ A , • . Yi7 iii � � � � • • ° �ii> iii� -• • • • • • • • • . -. ° ° ° ° �. eats' OGW�\i. . . • . • � •••• • • •• •' .• ••• • • •••• .. coo , , _ 1p1 pv�S` •••: •.. • ..• . •� • . O ° 0 7 DOUBLE STRAND#ss GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"1 HARDWOOD STAKE r� CUT & REMOVE BURLAP FROM TOP _ 1/30F BALL AS SHOWN .iN."'."'.-'.''.... .'•. •Nl '. ••W •�—' W ✓' SCOTT R. LLINS!I SCARIFY SUBSOILTOy"MIN. DEPTH ••••••••••'••'••'•••••••'••'••'••'••'••'••••••♦ — CD No. 35791 ,� :OPEN SPACE : • : •': •': •': •': ': ': ': '•% — _ _ MULCH SAUCER — — '•:•r:' 'D'' ——�•'�'•:,y'i — ___ s� .A R' FINISHED GRADE (0.14 AC) •• • •• • _ ___ — �O� 5/23/22r�, TREES LETO4" CAL. SHALL BE STAKED. I ❑ •• • • • •• • • •♦ .•�• • • •/ / / `\\ ` LOT LOT 1O� 101 �SSrONAL E�G� TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED '•• • • •' • • /• \ \I LOT 1O 149 TWISTED,#12 GAUGE WIRE WITH HOSE I •'.•% AND TURNBUCKLES. LOOP HOSE I ••'.✓ LOT \\\ \\ 1 AROUND TRUNK ABOVE BRANCHES I \ i LOT 47 AS SHOWN, FLAG WIRES WITH 246 \\ \\ COURVEV TAPE. REFER TO SPECS \ FOR ADDITIONAL INFORMATION. / / LOT LOT 144 145 AMENDED SOIL MIX LOT _ COMPACTED SUBGRADE I LOT 142 �4 + _ I LOT 241 I I 140 ' 0 Fmdng snag be m place and snail be inspctM aM appmvM by a CountyInspector poor to grading m cerlatrucfien. \ - _ _- _ —III-III 11-11 SCARIFY SUBSOIL TO 4" MIN. DEPTH I I \ \\r 9. Tree Wife: III=� COMPACTED SUBGRADE ® wnanedfor,.valmmtbamiaMwittenteb;pwwaofatreetaneaavaaao-ppwaBanaunpprmidedmrda�natmanmldemil 111T.IIF COMA subnutted for approval _ i •. V A NIC. 10. TieewaBr: Tree Planting Detail I (iS) UAP STREET TREES I •� , � Z Evergreen paoPoseo PL'Fuc _ Ll Whmn egromdlevelmustbelowemdwitEntedriplineatreetobeswM,aveewallsnallbepfovided;andacomis ALONG ondetail Not To Seale I \ - \ - subnudedfor appmvl, I 11. Trencbine and Turndlne: 1 I i x ` 1• lNhm henchirlg is requimd whin to hmi4 of clearing, it snail be done as fin away from to trwks oftrees as posvble Tsumenng 1 I I ' .. �I 1 Z under a largetree slsall be Considered m analtemahve when it is amicTated that necessary tranclung will destroy fceter coma. — — O J \I I I - I - _ _ - -`� - 12. Cleanup: M I ® Rotedive fmdng malt tea the last items ramovM dsvislg to final demup. / ~ O a � 3 ! DO \u. Dpmaeea ueea: - - yu U _ ^ (n In ® Damaged trees slWlb at immediatelybypmmrlg,fartilirdmo otermetnodsmcommendMbyaneespe66. W In NOTE: ITISTHE DEVE PER'S RESPONSIBILITY TTOQCIOREME WITER THz E CONTRACTOR ON TREE CONSERVATION \ \ \/ �' Z IQ -I 1 _ LC 3 LOTo Source: Va. nSwc Plate 3.38 2 05/16/2022 1 _ — W — — — Y `, \ LOT 154 LOT LOT 157 1 W In ~ OWNER SIGNANRE (DATE) 153 LOT 155 156 — LL1 CONTRACT PURCHASER SIGNATURE (DATE) _ ' 9-39 I M-401 5,=m6Pa, tafl I LOT — / G CLING 138 1 I 'j -_ CONSERVATION PLAN NOTES: � — _ I T -- - _ I I 137 1 � � 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT \ I I 3 LOT Ln VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE I LOT I i76 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / ' ENGINEERING DEPARTMENT. i36 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL 1 1 1 13 LANDSCAPE NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. _ I MAINTENANCE EASEMENT 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES 1 Ln I f 1 INSTR. #: LOT 3 d _ I 1 LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.-�1 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED �. I ❑ LOT {Io J I LOT I II w N AND PROTECTED. I n Q a,II- 1 I I \ i34 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE 1 1 _ PRESERVED AND PROTECTED. 1 ; I I I - I LOT '.0 a� LOT I Ln 6 BY THE LAND CONTRACBTIOR ANDIINSPEC INSPECTED AND APPROVED BYT HE COUNTYI ENGINEERINGHDEPARTMENT.TALLED \\ r I I - © __-- � I I II I �33 NO AS II 1 _ 1I e N ii\` I 172 I I LOT 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR \ I "o ° LOT LOT I I I „11. LOT OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF 1 I I S - - - - I 1 LOT LOT ��9 13o I I I �3z -- 11 '" 17i CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT \` — — I LOT 127 12$ 6 SC LAND' APE 12 POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING \ I ,-€, __ �-p O.L WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \\ 1 to LOT .L 1z 125 I - - I I I - u i�: LOT AINTENANCE z \ 1 3 I O O o w LOT LOT w 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED \ � - _ � N U LOT z I I - SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT U I 220 123, I - J \- - - CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER \ LOT I �. I i1g - - r - - OR TREE SPECIALIST. \ I U U - I •--• : _ - - - - _ \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND \ LOT LOT i18 I O w \ - _- __. - ',z ____ ___ '. _ (vg PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18' OVER THE ROOT LOT LO 116 �17 m i9 _ — ,r. — -. "= I X u N _ _ ,X .... V ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS \ LOOSENED. cs \ LOT LOT 114 Uj I w 1 _ .. • ,.> M — M —�" M--.... 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN SS \ \ T 3.12 MEASURES REMOVED DURING THE FINAL CLEAN-UP. LOT \ \ \ 111 ' � � M �01 17 N Q LL :•;:• _ dog _ _ — \ \. • LOT zoT 108 \\ \\ _1 - _ — — — 51 I ?A B 7 ' • •• A LOT io6 � - M -- — I N z r \ \,.•..•.:•.•.:.'S.-'••.•'.•;a':•• '. LOT _� \ \ � ,,-„ .' x M '... _— — 1 I � — I I I I WM N CI LIT I — — I / I \ , • •. • :•': •'. S � .: ; . '. • \\ 103 104 . �/\ /\' x '> ^^ _ sl_I _ III _ — I FA : •' 6' LANDSC •.�:'`•!'�. \ _ �/ X w� _ 5 s I_ _� ._ T - I 1 1 11 I I I II I •'� I AINTEN NST.#: i � :• �'' L 13�aopol9 x I 1 1 I I 1 1 I LOT I \ :. ,: �?`'j'• .. • .1', \ X R O E0 P ` - - I l l I I - I I I I LOT I $3 I I LOT W \ r:�jP':: . •': /-' PROP x 5 \ \ -- 1 1 1 I LOT I I 84 1 I 1 8z I L 85 J 0 \ :' :S: • y - \ \ \ 1 III III LOT I I I J :: %�''� :: •:: I r X - 1 - I I 1 I LOT I $6 I I I /I I I - Q �.•..•. ,� M \ \ \\ 1 I 1 I \ ''�"_ `" LOT I , , - \ \ _ - \ I I I I LOT III 87 I I I III I I II I • ': r I III ® i 0 z ::. 11 III s� � r r a • �'� • — � _ / -�' � \ \ it LOT I I $9 1 I I — � 1� �--� •.•;'. _ I L W LL J LOT J �- 9� ..•........•.............:.:..:•.::':.yi, - ��in \� \ �' \ \ \ \ J LOT :�'.�. LOT \ � `• \ \ \ \ I .• � .- ........... — ' \ \ LOT \ \\\ \\\ \\\ — . o \ \ LOT .93 If •. .yam •'. •..•. � ., \ 1 ' 1 \ 9 \ } � \:�-: I •i. I 1 1 1 \ LOT 4 -• "'• - _ -� � � Y (n y LOT \ \\ \ o o ^° 0 0 0 0 0 0 -. o. W � •,.••.••.••. .• . .,, :'.•':• FACILITWIM Y B •. •. \ LOT ••: �:•. \\ \ \ � o 0 I _ I 1 1 \ \ _ . •' W \ I — 1 LOT o ^ o 0 i \ �• 5ff A t o Q \ U) .. \ 1 _ 1 � PR POSED TREE ^ ,.� I i` ;�.• '.'!']••'` •1 LOT 1 1 9$ 1 \ _ . 3••, •y�C.:'.:'.:'.:'.:,.:,. i \ - PR TECTI N FENCING I O O 1 1 � �—Q 9 I � z �. - � 9 �.• 10o YR FLOODPLAIN I w 1 l J �r 1 i 1 w I — - 2 2 Wi'LANDSCAPE & O YMAINTENANCE EASEMENT o F- W Ln wn I - yam- s 1 NSTR. #: �. o / �/ ✓ _ - W LU ..........° (D LIMITS OF STREAM° o o ---- a ...� \ \\ ......... -.,-...' o 0 o o OPEN SPACE H BUFFER (TYP.) o0 0 0 0° o 0 o o�-�La o o. o 0 0.' o 0 0 0. o a o 0 0 (WRO BUFFER) I I ° 0 — — o z o a ° ° � PROPOSED LIMITS OF 5-273 AC I, o o p CD y i ° - - - - - -' � CLEARING (TYPJ �- O off..\.�../ ../../ o o _ / TREE CLEARI Q 0 / 1 - yr PROPERTY LINE - o ° ^ 0 UJI 0 o° o (Do \ GRAPHIC SCALE / -- �z ° o 0 JOB NO. 182154 0 0 40 0 20 40 80 180 Oo O° a0 0 � O \ O 0 - SCALE 0 0 0 a o 0 0 0 0° ° � 11 0 o o 0 IN FEET) o 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 ° o 0 0 0 0 0 0° o o 1=401 EXISTING STREAM SHEET NO. _ S S S O p O p 0 1 inch = 400 oft 2 5 1992 3.38 FENCING AND ORP DNE� SIXIN FENCE E04RD FENCE NG II_ CORECE M f PIAStIC rFe10E CORRECT METHODS OF TREE FENCING County of Albemarle Conservation Plan Checklist— To be placed on Landscape Plain" (Handbook, pp III-284-111-297 for complete specifications) \ 1. The followine Items mall be shown on the plan: IA Tacestobeoved; ® Limbsofdewing(outsMedrphneoftremtobesaved); ® Location and type ofpoteoeve fencing; ® GrMechanges regsrrirg uce wells orwalls; fa Pmposedhmol ng umlelingbeymdtMli bofclea . \ 2. MarMh r 0 All trees to be savo3 shall be marred wit print orribbon at a beighl clearly visible m egwpmm[ opmawn. I El No grading start begin un rl to trce mm3drlg has bear inspected and approved by a Comity Inspector. \ s� 1. PreLonstruction Conference: Tine preserv'anon antl protecfion memures sM1a116e reviewed wit to contractor on rile. 4. Eiutmem Operation and Smraee: vVquipmml, vchirvlm trafpc and etmage ofconstrucfion materials including soil aM1dl rat be pemutmdwhin to dripnnes of trees / / i/YC 5. to be saved. to be Sit Eroslonand Stoneman. Detention Devhes: � I ® Sudl devices shall rat adversely affett trees to tea savM. V I 6. Ftras Firesvenotpa #r whin100ftoftMdplineoftremmbesaved. II I 7 rush, h, Materials: ® Toxicmatmals shall not tea stored witnin l00feet oftM dripline oftreea to be saved. III— �II I I -II S. Pratatme Fennneo LI Tree toberetainedmtWn40fWofapr modbuildulgorgmdu acfvityuhaUbopMo Mbyfmcing. TREES LETO 4" CAL. SHALL BE STAKED WITH 2-1"1 HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEV TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION — GUV WIRES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE — 2"1 HARDWOOD STAKES, ALIGN TOP OF STAKES — MULCH SAUCER CUT AND REMOVE BURLAP FROM TOP Tree Planting and Staking Detail 113 OF BALL AS SHOWN Not To Scale 76o 765 765 76o 760 / HT. OF OBJ / LINE OF SIGHT NCE'i i 755 p\sj 755 750 / HT. 0 750 / YE= .5' / \S��E,zao / 745 Nei 745 \ / ROPOSED GRAD \ 740 � XISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O 00 fn M O1 n CO 00 WO Ln r\ N M O1 H t0 00 00 0) d H 00 S Ln Ln �t O d In M ri l0 ^ 00 0D O1 6 •i M •i u1 O ri M Vt 6 .T �y N M In 00 ri n ^ n ^ 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 5+50 745 745 HT. OF 8 � OBJ.=3.5' SIGH D15-NC� 740 LINE OF SIGHT 740 LH 735 735 i E,z S\G 730 / / �J EXISTING GRADE 730 PROPOSED GRADE HT. OF OBJ.=3.5' 725 725 / 720 720 715 715 N I� n M Ol 00 0) N Ln H N O m O � O ul N 00 H cl N 00 .t I� 00 V7 O 00 O7 n tD 00 Vl M 00 rl '4 N r;) M M Vl M M Vl M M N M M l6 M M M 6 w M M ^ 00 M M W 00 M M 6 S ^ n ^ n ^ ^ ^ n ^ n ^ n ^ n ^ n ^ n ^ nrl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 76o HT. OF 013J.=3.5' _ �sIGHTDIS INEOFSIGHT ONCE 755 =z$p, — ol \ 755 T. OF E=3. �GHTD S�NC�z8o 750 750 PROPOSED GRADE - HT.OF OBJ.=3.5' 745 EXISTING GRADE 745 00 N N O M 00 1 O •i M O 'i ry M 0 ri 00 N l0 N to .t O Ol c6 Oal 6 na N n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 MERCER STREET & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 740 740 i HT. OF OBJ.=3.5' So 735 s\ S D\sl 735 i 730 LINE OF SIGHT HT. OF / 730 YE= / ROPOSED GRADE 725 0 725 720 / 720 XISTING GRADE 715 / 715 HT. OF OBJ.=3.5' 710 710 LITCOFORO ROAD & R MBLI ,G BR OK ANE I TER ECTI N SIG T DI TAN E PR FILE VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) I inch = 50 ft. 20 755 755 HT. OF / OBJ.=3.5' 750 / 750 / 745 LINE OF SIGHT s\GN% / 745 / . F PROPOSED GRADE 740 _ H_is= C o� E=3.5' TE� T 740 HT. OF OBJ. 3.5' / 735 EXISTING GRADE 735 730 730 O O L9 l0 N O M 00 01 I -I O H Ol O NM O^l O MIn M M W (5) 0 0 .t ^ ^ 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 770 770 765 %28 765 HT. OF OBJ.=3.5' _ GHTD �ISTq 76o � o_ — LINE OF SIGHT 76o T.O EYE= SIGHT .5' Q LS—TANCE_ �' 80' EXISTING GRADE _ \f� Z �_ HT. OF OBJ.=3.5' 755 GRADE 755 PROPOSED 750 750 Cl rl Il Ol N t0 0) W 00 M W I� N 't 00 l0 ^ V7 6 V7 M •i 6 r\ 1011 n t6 n Ln lD N Li,n F M j" r` rl r` 11, 1, r\ r, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE No. 35791 � 5/23/22 Z z o a k 0 w m 0 c5n J �..� z o in z LV " ce Irl J J_ > co w n I— I- 0 zQ LLU U Y z LU w U) V CD 0 CD N MR z W v 0 Q L z 0 0 LU C a G > 0 o z aa J L V1 W ` 0 Q J o O 0L O -0 J 0 3 W z u� U z� L ° Q� N 0 C W O 2 C O Z Vl w w Z z w z z z LU a W `/ 0 0 0 0 z N U Q x ) L 0 0 W /J^ E u U O w w o d O Lp L U JOB NO. 0 182154 ° c SCALE � V: 1" = 5' y H: 1" - o' o SHEET NO. 26 N v 765 765 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 11. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. 20 LINE OF SIGHT 760 HT. OF 'SIG DISTANCE= go 760 EYE= .5' — � — j 15�N _e:-: TOT.JO3.5' 5\G 755 755 PROPOSED GRADE HT. OF / \ OBJ.=3.5' 750 750 XISTING GRADE / 745 745 740 740 ,t 00 00 4`9 1- O rl N M 01 M M N O l!1 00 O l0 k0 1 M N 01 W 01 Q1 00 O V1 W 't ei W In l(1 't m O 3 .t N S 't r` M d LO 01 rl r Vl � r+m 00 l!1 111 L!1 l0 � Vl .t 6 't N 6 Lll Ln O �6 N r\ n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 EMERGENCY ACCESS ROAD & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 76o I 76o HT. OF �GHT DISTANCE_ OBJ.=3.5 -z 9 0_ LINE OF SIGHT 755 HT. OF — SIG TD 755 YE= .5' �ISN =z8o' EXISTING GRADE HT. OF OBJ.=3.5' 750 750 745 PROPOSED GRAD 00 rn 00 O N Oo O O l0 0m10 mi o m^ r•i. mN rr\O L, V1 l0 IA 6 r\ 6 lD6 Nrl u N , IN O L Ln r, rl r Ln Ln Ln Ln Ln It rl 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 745 LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 755 755 750 OBJ.=F. ' 750 745 LINE OF SIGHT 745 1 i HT. OF 740 O\5TPNi �GN / EYE=3.5' PROPOSED GRADE 740 HT. OF OBJ.=3.5 EXISTING GRADE 735 735 730 730 t0 In N N r` k S It M IN Q1 co 0+00 O+So 1+00 1+50 2+00 2+50 3+00 3+50 HUDSON STREET & MERCER STREET INTERSECTION SIGHT DISTANCE PROFILE 775 77! 770 DISTANCE= go' LINE OF SIGHT 770 HT. OF 013J.=3.5' L \ HT. OF \ \ EYE=3.5' \ � 765 �sI�rDlsrgN 765 �E='8 \ \ HT. OF 76o EXISTING GRADE 76o 755 1 1 1 1 1 1 1 1 1 1 1 1 755 O O Ol N O N L Ol N O N V1 00 01 00 00 00 l0 .t H O O Ol 00 w r, r, r, r, r, 0+00 0+50 1+00 EMERGENCY ACCESS R 750 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 OAD & CLING LANE INTERSECTION SIGHT DISTAN 5+50 CE PROFILE 750 745 a,, 745 HT. OF \ OBJ.=3.5' \ 740 \ 740 \h'TD \STgN 735 735 \ INE OF SIGHT \ 730 \ 730 IGH DISTANCE=2 0' HT. OF HT. O OBJ.=3.5' EYE? .5' 725 725 PROPOSED GRADE A=XISTING 720 GRADE 720 Cm�Ot 00 01 CMt 00 Cl) N� 00 ON1 O� M� m SM IN m .O 'M 00 M 01 IN M r3i vM� .Mt 4 r~ r'i OO M O M O 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo [DUPREE STREET & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE] G SCOTT/R. CULLINS!Z No. 35791 � A 5/23/22 ,Qi W N Q M � N U) L 0 c r Cy m N z ,Z*- W Cy') w N O Q N z L�1 w N a > 0Lu J Q J W oC O r� J a- O Q z � _ � z Lp Y N LIr) I--- W ul U) a zw Lr) Lu � z 07 W Lu F- LU u C) a N (n u W J H w_ w O w K = d En JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 27