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Home My WebLink AboutSUB202000226 Plan - Revision 2022-08-17GENERAL NOTES ONWER: STANLEY MARTIN HOMES LLC 11710 PLAZA AMERICA DRIVE: SUITE 1100 RESMN, WRGIMA 20190 DEVELOPER: STANLEY MARTIN HOMES PHASE 2 404 PEOPLE PLACE SU17E 303 CHAMOTIESVILLE, VA 22911 PLEASANT GREEN ENGINEER: COLLNVS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTE'SVKL& VA 22902 (434)293-37/9 TAX MAP NQ: ONf5CO-03-00-00040 - STANLEY MARTIN HOMES LLC (16.278 AC) 056AI-01-00-025W - STANLEY MARTIN HOMES LLC (1.84 AC) FINAL ROAD PLAN AMENDMENT 056Af-01-00-029RO - STANLEY MARTIN HOMES LLC (d030 AC) PORTION OF EXISTING CLbVC LANE R,w - 0343 ACRES W H I T E H A L L DISTRICT TOTAL AREA: 21.284 ACRES (PHASE NB & PHASE N- NET ACREAGE) NOTE PHASE l (RECORDED NV JANUARY 2620) S iQ377 ACRES & PHASE NA (RECORDED /N MAY 2022)l54ACRES ALBEMARLE COUNTY, VIRGINIA ZONING R-6 RESIDENTINTI AL, STANDARD, CLUSTERLEVEL CLUSTERDEVELOPMENT WITHFLOODPLA/N AND STEEP SLOPE OVERLAY DISTRICTS PREVIOUS ZONING APPROVALS FOR THE PLEASANT GREEN DEVELOPMENTINCLUD SPf990—OOf03 LOD2014-00009 LOD2021-00018 SUB20f5-00029 SUB2017-00099 FDP2021-00004 PROPOSED USE: 145 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (VILLA UNITS AND 7OMWHOUSE UNITS) + 28 SFD UIWTS (NOT INCLUDED W/ SEE PLAN) NOTE 28 SINGLE FAMILY DETACHED RESIDENTIAL UNITS ARE INCLUDED WITHIN PHASE 118 - TOTAL UUNITS WTAW PHASE /NB & PHASE IN ARE 175 UNIT5T BUT DIM 28 MIS ARE NOTPART OF 7RIE SEE PLAN.\El ❑I n' I u —1` , NOTE TOTAL UNITS WTHIN PHASE NA: 24 UNITS (14 SFA UNITS B /0 SFD UNITS) DENSITN ALLOWABLE DENSITY, STANDARD LEVEL CLUSTER DEVELOPMEND6 DU/AC (NET DENSITY) I ---- I — PROPOSED DENSITY•• THE OVERALL NET DENSITY FOR PLEASANT GREEN B/W PHASE /.J--- PHASE It, AND PHASE N DOES NOT EXCEED 6 LINTS / ACRE PHASE I RECORDED ACREAGE - 10,377 ACRES & SO UNITS I I p I� I o \ PHASE ll 4 /N ptM ACREAGE = 31.091 ACRES (GROSS ACREAGE) - - - PHASE I/ & N NET ACREAGE - 30.70 ACRES (NET ACREAGE) - -- O --- \ \ I n ' ', I OVERALL NET ALLOWABLE DENSITY = 41.175 ACRES X 6 IIWTS / ACRE = 247 UNITS OVERALL PROPOSED NET DENSITY - 247 UNITS (50 UNTS - PHASE' 1. 24 UNITS - PHASE )IA. & 173 UNNTS - PHASE NB X PHASE Ill) I LLLIII u OPEN SPADE: TOTAL REMTED OPEN SPACE (25X OF TOTAL PLEASANT GREEN DEVELOPMENT) - TOTAL REQUIRED OPEN SPACE = 41.466 ACRES x 25S = 1Q367 ACRES TOTAL OPEN SPACE PROVIDED: 1. PHASE / OPEN SPACE 4.243 ACRES (PLATTED - DR5264. PG297)) N — — — - - - — — EXISTING RAILROAD 2 PHASE /NA OPEN SPACE- 1567 ACRES (PLATTED - INST.P2022000500fI -" ::.::::•4a; -- - d PHASE #8 & PHASE N (7,8M ACRES - X62S TINS PHASE):.;..wyw? ...:. - - _ sa;:_ OPEN SPACE A = 0.489 ACRES OPEN SPACE 6- 0.20E ACRES _ - � —� :::.;: ,oT OPEN SPACE C - L378 ACRES OPEN SPACE D - Q142 ACRES " ° MCCOMB STREET OPEN SPAN E = Q 192 ACRES OPEN SPAN F = Q 122 ACRES OPEN SPACE G = 0.066 ACRES OPEN SPACE H = 1275 ACRES TOTAL OVERALL OPEN SPACE' PROVIDED: 14:481) ACRES (--A= TOTAL OPEN SPACE) / � � \ � _ k i- I I i -- �� NOTE P V I I cuNe u NE y PHASE 1. OPEN SPACE TO BE ONNED AND MAINTAINED BY THE HOIME INNETRS ASSOCIATION ` r - ALL OPEN SPACE SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT DOWERS IN THE SUBDNVISO'N AND NO OPEN SPACE /S PROPOSED TO BE DEDICATED O I I I —_ - - PUBLIC SPACE , III , I � _ _ CLING LANE1:�. 2- OPEN SPACE H /S THE PROPOSED OPEN SPACE LOCATED WITHIN THE NPO BUFFER Q \ I _ ---- \ 9 (PROPOSED GREENWAY ARFAA \ ----- A OPEN SPACE F AND OPEN SPACE G INCLUDE a142 ACRES OF ADDITIONAL OPEN SPACE LOCATED WITHIN PHASE NA (BUT NOT PREVIOUSLY PLATTED WITHIN PHASE NAB i PRESERVED/AIANAG EDD SLOPES• PC PRESERVED SLOPES AND MANAGED SLOPES ARE SHOWN ON SHEETS 2 d 3 AND SHEETS i1 THROUGH 11 THERE ARE NO IMPACTS TO PRESERVED SLOPES WITH TINS PLAN. — - ,m nor BUILDING HEIGH75% MAXIMUM BUILDING HEIGH73 SHALL NOT EXCEED 35 FEETV L CT BUILDING EAVES HE?GH75 SHALL NOT EXCEED M FEET ON ANY SFA UNIT °ys SETBACKS FRONT- 5- MIN/MUM (25' MAXIMUM FROM R/W OR EWE OF SIDEWALK) NONE - MIN. TO- BUILDING SEPARA71ON (ANY BUILDING THAT EXINSIDE XfED5 35I,' o _ I P... EIII HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS f' FOR EACH o. HAS FOOT 7F/E BUILDING EXCEEDS 35' IN HEIGHT)��- \ REAR: 20 MINIMUM _-- _ - E I I n GARAGE. 18' MINIMUM FROM THE R/W OR THE EX7EROR EDGE OF TIN£ SIDEWALK — \ m w'T LOT SIZE NO MINIMUM SIZE AND NO MAXIMUM SIZE REQUIRED � -•`" ,." ' Mg��" "` I wr s I I ,.,...'�' I .,✓" ...._ RP - \ \, ',,i" ,. . m ' I, , ,' 'i� .. �jI II III i i i 1. .. +` w �i SUBDIVISION STREETS CURB dt GUTTER (PUBLIC s1REE15) PHASE IRA ) .m -^"/" �,.�" �.., •` r ,,, ,`,` go. ,\` m , , _- _ •..?.. .. �_ __, I Ili ii� 'I' iii / eR° '�5� I I o I .I "•.i WAIERSHED: UCONGHOLE CREEK WATER SUPPLY WATERSHED / "` ° m / tyN Je \ `;� ,` I , as , , ,1 ,\ ,\, _ �`/' �- � _ � � J IS \ „.. ,' ' ` w, ` , \, ,_ ` .. PHASE GIB A(ARICUKTURAL/ FORESTAL OS7RCT. NONE \ - \ 7 r. IF I o F c.:. _ ..:; - - TOPO & SURVEI:• TI# BOUNDARY U PARCEL INFORMATION AND TOPOGRAPHY MERE FRONDED BY \ I _ NNE; ROUDABUSH, GALE AND ASSOCIA TES HV JANUARY OF 2019 AND UPDATED /N MAY 2022. _ _ r:.::.:•:';;{:;:; ::a;;:i ' . _ ' \ : ' : - • • . • f' � ... � � `\m ' INFORMATION WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2021 \ ; -^' ....... DATUM:OP SPICE NAD 83 - . • - - EVS71NO VEGETATION: PARTIALLY W DED PORTIONS OF THE 97F ARE CURRENILY UNDER CON51RUCRON - .. ... PHASE /y� �y� /y� NEARLY /�/y�ry�� .... , PHASE I CCYVSTRUQTION IS IT.ARLY COMPLETE -. . WE REALtt PARTJERS LLC •• \ \ Y 05800-00 W 11 %077, '�+�_ . 1J� OF 19584PG 582 • • . , • X \\X � •!'�G{Y;.C: ., . LIGHTING NO STREET LIGHTING l5 PROPOSED WTIH THE DEVELOPMENT. ALL PORCH LIGHTS MUST x� _ MEET THE R:OUIREkZV75 OF SECTION 4:17 AND 6E BELOW 3000 LUMENS PARK/NM PHASE NB E! PHASE Nl DEVELOPMENT ` ° ° ° ... , ... • .... • ............ "' / \ . � `��\\ k 145 SFA IIW75 = 290 OFF-STREET PARKING SPACES REQUIRED >. Via• 't 28 SFD LINTS = 56 OFF -STRUT PARKING SPACES REQUIRED- - - (M/N/AI/Al (1) DRIVEWAY SPACE + (1) GARAGE SPACE) ,;. PHASE llA PARKING 24 fNVlTS (48 PARKING SPACES WIN GARAGE X DRIVEWAIj \\\ s �- 70TAL PARKING PROVIDED: 394 OFF-STREET PARKING SPACES I _ _ �r 7— GUEST PARKING SPACES REQUIRED:1 SPACE PER 4 UNITS (145 SFA X 1 SP/4 UNITS)) + I ; I I pi 0 0�� _ / 7- PHASE NA GUEST PARKING (14 SFA x 1 SP/4 LNW7S) - 40 SPACES tt GUEST PARKING SPACES PROVIDED (WITHIN PHAS70TAL GUEST PARKING REQUIRED (PHASES ES I01% AND /40 SPACES REQUIRED I n rIII I I i O - �- _ — — / �� I /,' O \ f x 2 ON SMEET PARKS BUTS MP-OU(LEXI.MD?CER.HUUDSONBDVPREE)- 17 SPACES _ _ JI� I I I Q ❑ _ — O \ / \ ON -STREET PARKING ALONG MCCOUS - 31 SPACES TOTAL GUEST PARKING PROVIDED = 48 SPACES L - L - I I ❑ I l (�� \ �\ 1 70TAL PARKING REQUIRED394 SPACES + 40 GUEST SPANS = 434 SPACES 70TAL PARKING PROVIDED: 394 SPACES + 48 GUEST SPACE'S - 442 SPACES - ON STREET PARKING AVAILABLE WHERE INDICATED BY SIGNAG& SEE 97F PLAN SHEET FOR SGKNAOE ALONG MCCOIMS STREET _ _C:al\ / PHASING THIS PROPERTY SHALL DEVELOPED WITHIN 3 PHASES THIS PROPOSED 0 &VEL PLAN INCLUDES PHASE NB PHASE Nl. PHASE l IS COMPLEM LETE» AND AND PHASE AA /5 — - CURREN7LY UNM CONSTRUCTION - - _ _ _ — - /' \ / BUILDING S7ES PARCELS fad-247 EACH CONTAIN A BUILDING SITE THAT COAMPLIE'S WITH THE - _ _ _ ❑....... REQUIR 161IIS OF SECTION 4:21 OF THE ALBEMARLE COUNTY ZONING ORDINANCE: - � — - - — _ 0 <� \ BURIAL 97M A CEMETERY EVS73 ON THE RESIDUE PROPERTY (PARCEL IMP 6A-1-26A THE CEMETERY SMALL REMAIN AND MILL BE PRESERVED WITH THE DEVELOPUENT SEE EVS77NO CONDl710NS AND SITE PLAN SHEERS FOR LOCATION OF CEMETERY. STREAM BUFFERS THE 100' STREAM BUFFERS SHONN HEREON SHALL BE MANAGED NV ACCORDANCE WITH THE' ALBEMARLE COUNTY WATER PROTECTION ORDINANCE FLOODPLA/N: A PORTION OF 7HE RESIDUE PROPERTY lS LOCA7E0 WITHIN A FLOODPLA/N ZONE AS SHONW ON FEMA MAP/51003C102290, 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 S7REETS NV ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING R QUIR£MEN7S SET FORTH IN SECTION 51 Z 9 OF THE COUNTY CODE: TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. RECREATIOM AREA: RECREATIONAL AMOW77ES HAVE BEEN PROVIDED WITH THE PHASE I DEVELOPMENT. INCLUDING A CLU6HOUSE. RECREATIONAL FIELD, AND TOT LOT. PHASE NB B PHASE Ill WILL ADD 70 THESE AMDW77ES WITH A PASSIVE RECREATIONAL AMENITY AIR AN ACTIVE GRASS RECREATIONAL REYD. A ]RAILWAY SHALL BE CONSTRUCTED ALONG THE STREAM PROVIDING A PEDESTRIAN CORRIDOR THROUGH THE FLOOOPLA/N AREA AND NATURE NOTES ZRAAL 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO E1774ER PUBLIC USE OR PRIVATE USE. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC S77?EETS 40' O.C. IN ACCORDANCE 1WH 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 TRIP GENERATION CALCULATIONS AM RATE AM PEAK RATE PM PEAK RATE CODE 230: SINGLE FAMILY DETACHED UNITS 9A4 0.74 0.99 164VPD 21VPH 2RVPH PROPOSED-28 DWELLING UNITS (132 ENTER/132 EXIT) (SENTER/16EXIT) (1 ENTER/IDEXIT) CODE 220: SINGLE FAMILY ATTACHED ON ITS TM OA6 O56 1OE2VPD 67VPH KVPH PROPOSED-145 DWELLING UNITS (531 ENTER/531 EXIT) (15 ENTER/52 EXIT) (52 ENTER/30 EXIT) 1,32G VPD BRVPH 130VPH TOTAL: 173 PROPOSED DWELLING UN ITS (663 ENTER/663 EXIT) I20 ENTEII/66 EXIT) (70ENTER/40EXIT) 'TRIP GENERATION CALCUTATIONS BASED ON ITE TRIP GENERATION MANUAL(llRH EDITON) PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY THE FIRE CODE OFFICIAL. THE CURRENT PHASE I DEVELOPMENT IS PROPOSING 50 SINGLE FAMILY ATTACHED UNITS FROM THE EXISTING PUBLIC ACCESS ON BLUE RIDGE AVENUE. PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING TWO POINTS OF CONNECTION TO THE DEVELOPMENT. IS i LA l FTFL H CROZET t CROSSING O C K AYLANDS CRAFT Lw �vWAYLAND PA ' SITE Crozet � Starr k t 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 VEGETA77VE/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 EXIS77NG CONTOUR PROPOSED CONTOUR zee 506.77 TC PROPOSED SPOT ELEVATION 508.21 EP TB DENOTES TOP BACK OF CURB T B DENOTES TO�OF BOX 506.77 TW PROPOSED SPOT ELEVATION 506.21 Bw TW DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXIS77NG 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 7/29/22 Z Z o a J O v� U w 0 ED cn J N Z o a � in z Lu ~ ce 0- '7 in r H Lu U) IIIIIIJ Lu J� Q L�1 z Lu 0 Lu Q a E� 0 O Q z Lu I —A > LL O Lu Q 0— �..0 Lu I0. V 'z^ L 1 Q Lu w F w w � x d � JOB NO. 182154 SCALE AS SHOWN SHEET NO. 1 I ___ I k U Iu \v__� � --- - \ F (lU COTT R. I No. 35791 -- `----- � 97222 _--------- _-- ----------- _________ ExIs1INGRAILROAD CONNECTION TO PUBLIC STREET PROPOSED UNDER �S' IONAL 'Fl - - -------_--___, PLEASANT GREEN PHASE I ROAD & UTILITY PLAN - SUB-2019-00071 ----_- TIE -INTO EXISTING 8" WATERLINE PROPOSED WITH PLEASANT I51ANCE1 _ - _ GREEN PHASE I ROAD &UTILITY PLAN - SA 12" DI WATERLINE 1 B- 01 000 1 "T of awe NEAREST INTERSECTION - / CULVERTNPROPOSED WITH THE PLEASANT PHASE I ROAD TOBEITYPLA D / o \ EX _ R \ o O` RIDGE AND /AR ANs�AR' _ —EXISTING W D_��o O_ - A 2 9- 7 - / - _ — w— — — _ __ • — -- - - _ L L54 '' L55 �� ---- - - ---- - ----- _---/�`.- - - - - -- W OFEN 53 - - --- - - r ` se•p Eg�T - - z----------- -' : - -- XISTING ACSAS" DI WATERLINE Z \\ / / / �/� - - ----' '-- °e S b4<I� rRE�FF\� :, EXISTING BARN TO BE ` , r-Fevo ,, F'E eor is/Nr- _ m - -- -.. - w as ,?G"z97 -_ RENOVATED FOR USE BY-.n.;rr_, et:./ /% /� �>-a-®-®-® 1 a 's. \ I I � PORTION OF EXISTING 6" DI WATERLINE AND ,i / % THE NEIGHBORHOOD / / ex ' \� U O0 EXISTING BLOW -OFF TO BE REMOVED. EXISTING _ - - / VACANT SERVICES SHALL BE ABANDONED. C� PCC EMRj -_ .�_-- - -_ - - - - _ - - - <__" \ \ . ','\' „ EXISTING HOUSE TO BE,,f l r / f / \ 4 A00 , ''' - ? v a� \\ L5J C.22 \ t / /a\ \ `.ki i•- f Q a E \ CONVERTED TO A CLUBHOUSE ° sr C23 '-�1 ? \ a XISTING RWSA 12" DI WATERLINE o- O Q O 20'WIDE PAVED EMERGENCY ACCESS ROAD - n / �� PROPOSED WITH THE PLEASANT GREEN PHASE I � - - - - - - - � _ ,�" w PHA$E I ROAD & UTILITY PLAN I H PHASE 11 Ao71 q STREET TREES ALONG MCCOMB �' \ / �/ ; A � / �\ N�0 Ppq G P4 , ON 0. R6 w A � 3 wG TO BE REMOVED WITH PHASE II AND \ \ �' 3 N w m REPLACED WITH MCCOMB STREET STREET TO BE REMOVED AND REPLACED , \ i //• '' 2g5 < S ` EXTENSION / �Q�c a,. �r / / B z s CULVERT& OUTFALL PROPOSED WITH THE WITH PROPOSED IMPROVEMENTS ,, \ / ,' c� , / / �' B / -� ICI PLEASANT GREEN PHASE I ROAD & UTILITY /s 16$..--_'�-- 7- __ \ ','/ ' qA� ` R i 1`� \ `J '" '" Q c PLAN - SUB-2019-00071 TO BE REMOVED / / - - - - ,'' i \ ,' /', C�d� ` ' / I w z ° I \ _-�- O , �,� /. 'iGyH 4-A ,,y",% ' \�_' W a[ co i i' 134 \ � w \ % r R V� L -- _ ` �� e, \ ZON ING: R6 \ o ��Ivvv� _ rr A > o i STANLEY MARTIN HOMES LLO __ / / I \ \�� `� j TMP 056A1-01-00-02500 PHASE III / ) \ \ \ M _ n� /�a-- , \ 1-�- t` /\ \ a' / --- / 1.8500 ac. �, �� ' cc �-' v v n -:, � ` % ` '' TMP 6 -35 v- - __��c-'' EXISTING CUL-DE-SAC , / r / \ \ / � , � ,Cj \ I a INST.#:202100004144 \ v N/F RITZE ,MISTY DARNELL i TO BE REMOVED WITH �' ,• / / / \ ` ` \ 62 P PHASE II CONSTRUCTION o - \ !a/ _ \ C` ..... DR 576 PC 3 G 1 PLAT) EXISTING SANITARY SEWER J �.' // \ - ,' �,_'' 56A1 TO BE REMOVED AND EXISTING /' / \ M- , J�P - ' ` PHASE LINE (TYPJ Cz 4 A l / \ N/F PIR Y, H L. E / /' - / / i Y \ v OR EASEMENTTO BE VACATED STANLEY MARTIN HOMES LL _ // / ,/ // `� / ^` 6-'�` \\ \ \ BM DR 2143 PG \ o TMP 056A1-01-00-02900 / / / C,� / \ \\\\ TOP MH=72 .53 DR 150 PC 23 (PLAT) 3 r------__/ / ..• � �•• v INST.#: 20220005001 __-�' � � ! � PORTION OF EXISTING ROADWAY S \Lu 19 N N PHASE II '� '/ / , �\ \. \ i TO BE REMOVED %' �' _ ��' ',,`\\\ / Q M rn E / 56A1-1-33A \ c %�'" ' •'\,��\ to, ---i''�f r / / ,' , I \ \ •.\. /,/ ��n' % / — — �f ��-` _ \ \'�`. I ,1 �U\ \ \ N F BA ER, JAMES L. OR \ �. -' L D LORES J. -- - a I1 � \\ \\ D 90 PC 389 \ a > / ■ �.. C2 O Q28 / ' - \ ! j - - — - - \\ - � - ---= --- - I\ B DR 1980 PC 534 (PLAT) r - - Y -�� 2 _ / _ /. , /' I \\ ? -��'\ - i' _ -''� i - 4-A I ,'I TOP OF .85 ZONING: R2 % ' \ / '' /' ' ' ' ` �, •\� \—ILL` \ I ` / �'/ , / _ — I I - - i f - i / , ■ , � / / / � \ , tp I - -- \ � O _� i N/F SH DAN OR \ J�'•IAi' L AN �E � Cy)MI� -73B� 3>PHASE II ANC LJ STANLEY MARTIN HOMES LLO DB8025 1-32 o TMP OSS00-000AO - P B 19PC --- 16.28 ac. N/F TBMBER, JAMES L. ,Lu INST.#:202100004144 ' ZONING: R0 M �3- D 5 PC 474 a� _"''// - �:� ' I i i DR 12 PC 397 PLAT N Z o W- 1 - -tea- /' / /' / \ \ >Py I / / /-"' ,'' / - / /i r Grp \- / _ I i \ �i i4�1 \ i i n 2-tw \ - - - _ , , // `,-\ I ,/ STANLEY MARTIN HOMES LLC - ,'� , /r / ,,' ,,' ,,' _,LIMITS OF PHASE / r /-� , \ - TMP 056A1-01-00-02600 '- , / //, TMP 56A1-1 -32B W EXISTING 10o WPO-----''' / / / ' `� I \ / 4.744 ac. - / az - / �! r -,.ass' / / / r / / / < I I r N M >, r it / ■.w / / / _ , , l \ N/F BABER, JAMES L. '"a STREAM BUFFER _ --_ ` INST.#:202100004144- - ' / /i / / \ - , ew/16� / '' � � / I,li' rr l\m j \ \ OR DECOKES J. �j o FROM STREAM BANKS, CONTIGUOUS / / / /' , `\ \\ - / / \ /%' L \ t - DR 1222 PC 394 WETLAND AREAS AND 100' FLOODPLAIN ° 1 - (397 PLAT) z w -- - ---'- A`v0 ' ,' / �—\ �yC♦ '----' �� 9 z l 4l l ZONING.' R6 TMP Al-1-32A D N/F ZEL R, TROY / J ` �� `� _ ''� / / �� ♦ \ - - _- - _ /- � / %°e" ,' \ // / ,fit / / ` \ / z l'i l DR 21 4 PC 658 � +_ B 250 2 CAT) - - - - - - /r --- ---' --- PHASE IIPROPOSED' %/ A \`� \ �/ •,• ' r ZONI C: 6 \ i ROADWAY EXTENSION AN z o -tze -� ID� i I Y) ✓ �D \ / i , u, CONNECTION TO TMP 56A6 I I C A ; / �_ ,e---="�-�--_ r -- �_- - � � „_ _ �-�-�.__.._.._____� -1-2�I v 1 >� •� ' , / \ EASEMENT LEGEND Lu - _ _ a i - o•, \ \ i ? �� i /� A. D.B. 5264, PG. 297 - o °°�' \. B. D.B. PG. a 0 0 y \ 5537/ 745 i J C. D.B. iz , PG. i & D.B. i 6, PG. 6 Lu p s 55 4 3 39 9 C ��—i1j I %'� �`` °° I \\\\\�,� �! �'•\ D. INSTRUMENT#zozz00005ooi W � G 2 / _ - ° v / �'� / j r L. GREENWAY EASEMENT L9 mw ,' / \ - / - --�` �,o` � - -� --'--- � _`��- �-__- ` r\ 4`-_ \q ; � � _� �� 3-A ,3y/' •�• 2. SWM EASEMENT - �5--�x® 20' UTILITY EASEMENT PUBLIC06 � ° � � /m m \ � __ -� ' �� r � """":.�� ` �\ , � / ' / "-/„ � 4. 20 DRAINAGE EASEMENT (PUBLIC) Q I --I � a \ - 4 A / // ,75� S. 20 UTILITY EASEMENT (PRIVATE) _ � z O eVDOTSTANDARDROUNDABOUTPROPOSED, P ®- o °®®m ° ° `` ®��- / k\ WITH THE PLEASANT GREEN PHASE I ROAD `� \ �\ //' °�/ P 56-115\ 6. 20' DRAINAGE EASEMENT (PRIVATE) ` -- - /' `, `- __ ° m a 2m m m ° / m o \ \ .\' \ \ \ E&UTILITY PLAN -SUB-201 000 1 %,\`\ \ \ G' / / %' I• /� - 1- \ `, - ---- _ \�' ° ` mo` ` -�'� �\ `I .t 9-%7 \.. \\ \ /i i'�� FV EALTY,\-• ■ - - ° ® ° '- _ \ \�- - - ___ __-- - ° Q °-° , \ •o �` \ t \ \ / I`'^.. \ \� /, // / ',� / / DB 48 ERSG �C i / ' _°s° m m o f ° .� m m t \ \\ r\ \\` / �� EXISTING CONDITIONS LEGEND N ° ` -- _ 'y�� `� , m - \.• ° \ 4♦ ^ / m ' ° m \ \ �N'< I \ ZONING: >, �_=— ="` \� \ \ \`� �, b® ,' -� �`s..� �. ll=_CC..TT ,'t\\p I \ / ° ' , A. PROPOSED UNDER PLEASANT GREEN PHASE I � Q ° ,k ROAD & UTILITY PLAN (SUB-2019-00071) ---- 56 i7� ---- - \° "- -� �� \ \ ° I ' I �- / B. PROPOSED UNDER PLEASANT GREEN V / o --N/E REALTY` __ - \ \`� `, ` (�Y\ _ \ • � z ---------- De ae s I3; ' \ \- �t \ \ \\ • �\ • ,�\',, 4"r1' CONNECTOR ROAD PLAN (SUB-zolg o0058) Q 0 z \ ) _ BIO-FILTER PROPOSED WITH PLEASANT GREEN C. PROPOSED UNDER PLEASANT GREEN PHASE II - T V w t �,.-' \ \ \" I III \\ / , PHASE I VSMP PLAN - WPO-201 000o i w G' , • A i+ _ Lu / i - 9 3 FINAL ROAD PLAN (SUB-zozo-oozz6) W ------ \ ---- \ \ I I J \ , \ ° \ ` I % J �. ', O , ` , , m ' I 11 1 •t 2 A \ LLI r- /__ _ _ \ 1 `'y- % _ \° / \ I I mol ,4, m l I I III 'I `. - ROADWAY z w _ \ \_ '��\ �\ �� ; I l` i / ,' ° y ' IJ '1 ' I wl '�• fi4•l �.. I° o� I \/' \ \ /� Z z \ \ '-' / �� i - �- ' I \ \ \vim''' �I 1. MCCOMB STREET ROAD CONSTRUCTION Lu z. ALSTON STREET ROAD CONSTRUCTION p I I 9 I o I �df l ! m ------ 3.RAMBLING BROOK LANE ROAD CONSTRUCTION — o . DUPREE STREET ROAD CONSTRUCTION tee 4J ceX 6 0 /'` S• LITCHFORD ROAD CONSTRUCTION W w X v0 \ \ \ ` �.-- I 12 I • I STANLEY MARTIN COMPANIES LLC TMP 056A7-01-00-03OAO 6 6 - 0.50 ac. ` _- --- DI WATERLINE 11 - ) DB 5226, PG 309 __------ ---- �� UTILITIES , ------ 8 DI WATERLINE O 8. 12DI WATERLINE FIRE HYDRANT N \ J' c, A ° °to w°i —_'' 10. BLOW -OFF a> \\ \` \ \ ` ` `\\•`,\ ` m ,_-- 11. SANITARY SEWER SYSTEMLu Q 1- IIII DRAINAGE J E , vvvv vv m. r I I I I I �-_- - 12. STORM SEWER SYSTEM � o \ \ \ 13. GRADING GRAPH S _ w O m 1!}. CULVERT x � 2 W I 80 0 ` 30 80 120 — ° , II ° o ° ° ° o ° ° ° WATERSOURCE JOB NO. ,J4 82�0 STREAM m I I 16. FEMA 10o YR FLOODPLAIN SCALE 1 inc 60 ft/ �` w rt s v r�`v v � A vvvv vv A v� o vv �`v + i j I ` ° m ° II 17. 10o' STREAM BUFFER 1u - 6o' 0 18. LIMITS OF FEMA FLOODWAY 19. LIMITS OF SUNNY DAY DAMBREACH SHEET NO. Line Table Curve Table ADJACENT PROPERTY OWNERS INFORMATION !\ �\ 1 \. ` ;� ' --------- Line # Length Direction Line Length Direction Curve# Length Radius Delta 9 9 TAX MAP PARCEL `-------- _--+�� `\ 1 1 I `----�� ----- -- - ----------- \ \ La zo5.5z6 N1o°z4'3o.7o"E L36 1z8.520 S34°36'46a5''E C1 146.799 172.000 048.9008 NUMBER OWNER ZONING ACREAGE D.B./PG. \ ___ Lz 57.777 N25°26'24.57'E L37 87.76o SoB°13'12.85'"W C2 352.277 228.000 088.5262 A 56A1-05-00-000A0 STANLEY MARTIN COMPANIES, LLC R-6 4.24AC 5226/309 1 _ \ II \ 11 \ '\ _ ��_________ _ L3 30.010 564°33'3543"E L38 82333 S27°04'ob15"E C3 19.971 12.500 091.540E B 56A1-01-00-030A0 STANLEY MARTIN COMPANIES, LLC R-6 O.SOAC 5226/309 _ i \1 I \1 \\ `\------------v------------� -' L4 27.002 SIP38'06.67"W L39 -5.230 S54°4i3736"W c4 42.052 200.500 012.0170 C 05600-00-00-11500 VUE REALTY PARTNERS, LLC R-6 21.85AC 4856/582 - / _ _ ❑ \ ` __-�-- - __ _-----\\ - L5 27.011 N58o29'14.98"E L40 16o.000 N65°24'0g.64"W C5 225.685 3o6.500 04z.1886 D 055CO-03-00-000BO CROZET CROSSING COMMUNITY R-6 4.18AC 2228/122 ----- ------ L6 49000 N75°23'11.46"E L41 80.16o N66°59'oz.64"W C6 13.883 333500 002.3851 E osscao3-00-0170o MORGAN,TERESA R-6 0.2$AC 1407/560 / \ D I ,/ I / \ \ 1 1 _ 1 -------------J--------- L7 5790 N14o36'48.5z"W L42 256.839 N63o 20'2o.64"W C7 15.229 23.500 036.8852 F 055CO-03-00-01800 GUYTON, JASON RYON R-6 0.28AC 4W2/047 G 055CO-03-00-01900 RICHARSON ELLEN M OR ROBERT M R-6 0.27 AC 3472/007- L8 9.773 Nob°3a'oz28"W L43 52.001 N63°20'2o.64"W C8 133345 250.500 030.4995 ' H OSSCO 03-00 02000 SALISBURY, BONNIE L R-6 0.27AC 1444/206 /' - - / ID -- - - - - - L9 59-236 N04°54'39 11"W L44 3345 N67°43'u.58"W Cg 50.043 Szy.5o0 005.4667 __ / 055CO-03-00-02100 RASCLE, SERGE OR PENNY CHANG R-6 0.30AC 3392/158 Lio 19.805 N25° zg' z5.8o"E L45 282.483 N61` 42'37 Bi'W CIO 17.510 12.500 080.2608 - - - - - - - - - - - -- I OSSCO-03-00-02200 CROMER,SHIRLEYH R-6 0.29AC 1337/295 Lu 16.426 N25°29'25.8a"E L46 50.02o N56°56'39.64"W C22 32.86y zz5.5oo 008.o96z K 055CO-03-00-02300 GREENLEE, CLYDE V OR CARRIE L R-6 0.30AC 1352/322 ------------- L� 86 S -2' 0 "EL 68 N 6 "W C 1 612 B o0 o0a 6o6 , \ \ ---- LLL" No. 35791 7/29/22 L12 774 51 359 3 47 22 . 00 54 5337 4 12 3 4 55 4 \ \ \----___ _ L 055CO-03-00-02400 MARSHALL, NANCY H OR REBECCA E R-6 0.27AC 4388/295 _ _ L13 43.130 538° 38' 26.o3"E L46 ug.g85 538' 36' yy.36"W C13 36.236 47.5oo oy3.7u7 � \ � IX \\ \ \\ � %, � _ _ _ _ _ _ _ _ _ _ _ _ _ M 055CO-03-00-02500 BRADLEY, BONNIE LEE R-6 0.27AC 1383/377 L14 29.440 S210 02' 07.o3"E L49 1o.66 N49° 55' So.61"W C1y ;g.188 57.Soo o3g.oy88 / ' 7 N 055CO-03-00-02600 WOODSON, RUSSELL WILLIAM R-6 0.29AC 3488/513 i \ O _ Ln Lis 13.610 Sn°oz'o7.o3"E L5o 5o.on Sy1°5i 47ai'W cis 2133E 47500 0 25 738s O 055CO-03-00-02700 THACKER, JAMES E OR BERNICE E R-6 0.24AC 1870/153 \ /' i \ \\ \\ II \ --- �I ,/' ,/ ' w L16 42.980 S12°5i17.03"E L¢ a51.783 S38°oo'S6.30'"W C16 51.576 482.500 oo6.a1y5 p ossc0-03-00-02800 LEWIS, RVAA R-6 0.22AC 1330/202 L17 89.730 538°3140.97"W L52 21.412 N45°25'44.29"E C27 8.232 84.500 005.581g (� OSSCO-03-00-02900 VONN,MICHAELE R-6 0.22AC 5023/422 ' ` j/ \ ------------- _ _ / _� \ w LA 38.520 Sol°33'z9.o3"E L53 2723oo N45009'52.23"W C18 57756 722.500 004.5802 R 055CO-03-00-03000 LUECKE,ROBINJ R-6 0.31AC 3612/210 / \ / / \ oAD ' ,/ w w wT a / \ / EXISTINGRPILR w w 1 - - f- - - U Lag g.gg0 518°u'25.03"E L54 100.00o N43°29'52.23"W C29 46.991 2472.500 001.8285 S BUCKINGHAMBRANCHRAILROAD 1 _ _ - �w / 06 06 Lzo 5vzo9 518°1i z5.o;"E L55 zo3.3oo N42o 56'5z.z3"W Czo 287.y3z 3822.470 004.3297 % \\ , `\ NNE , ' - % `\ i Z L22 a0g.g56 52g°y6'05.78"E LS6 5244o N25o59'24.77'E C21 68.451 172.000 022.8020 EASEMENT LEGEND i ` / Rp\LR�o '� ,' i --- ,, _ - - �' -� / PORTION OF EXISTING 6" DI WATERLINE AND o P __ _ ❑ i -EXISTING BLOW -OFF TO BE REMOVED. EXISTING O L22 34.249 Szg°46'05.78"E L57 72.833 N44015'z6.84"W Czz 67795 228.000 017.0367 \ / / _ / / f A. D.B. 5z64, PG. z97 / ' / / ,_ - - VACANT SERVICES SHALL BE A ANDONED. m co Lz; 36.467 Sy2° 3z' o1.15"E L58 13.353 Sao° 55' z2.04"W C2; 155.08g 722.000 0123074 / \ \ L2 0 s1 °20' E L 11 . B. D.B. 5537, PG.745 \ i \ / ` /\� / / �'_ _ �, / / / _ - I ,' H w m 4 49 73 3 54s9" 59 3597 581°o6'1za6"W C2y a4.536 23.5oa o3S4403 C. D.B. 1255, PG. 413 & D.B. 1396, PG. 69 \ �i' \\ / / / \ 11 �' '/' ' / Z .Ja. O L25 73.172 525°55'02.93"E L6o 7.872 N77°21'56.41"E C25 187.111 213.500 050.2139 D. INSTRUMENT #202200005001 'Y \ / / ` - / 1 1 - - - O ti w Lzb 136.ogo S26°o75oa5''E L61 101.434 547°35'53.8i'E C26 20.44o z3.5oo 0498345 ` ��' // _------I \ I /1 -$ ' - _ j Q Lzz 175aoo s46°33'a8a5"E L62 B.o83 Sae°2y'o6ag"W Cz7 7z.158 z7S5oo 015.006E 1. GREENWAY EASEMENT \ , / '' -"-- �'' - \\ ` ` i ,'' / / / '. � w I O ,' / .. LU co 2. SWM EASEMENT a % � \ // ,-� / _1 L28 245 470 556° 32 3415E L63 23-389 547° 35' 53.81"E C28 34 510 268.5oo 007.3642 \ --' \ ` I 1 _ -' / 3. zo UTILITY EASEMENT (PUBLIC) -' � -' ' 1 I ' \ _� / / / r � L29 97000 N57°40 53.65'E L6y g.619 547°35'5567'E C29 244.364 424505 o;zg848 �' V '' _ i' w 4. zo DRAINAGE EASEMENT (PUBLIC) \ �' ,� / / I \ / 1 � ,' - - - __- \ CULVERT Q L3o 81.000 S71°16'41.15"E L65 15374 S24036'48.52"E C30 24.029 23500 034.2046 5. 20'UTILITY EASEMENT (PRIVATE) \ / ,' \ i I ` 1 I _ / \\ LEASAN w L31 140.000 S52°54'19.15"E L66 27.000 S86°02'29.01 C31 152.860 963.500 009.0900 6. 2o' DRAINAGE EASEMENT (PRIVATE) _ - / / �/' \ % / \ '1 1 I 1 __--i\` S = _ _ 11 \ PLAN -SU > Liz 16g.000 S42° 30' 30.25"E L67 105.428 N25o 59' 24.77'E C32 32.624 23.500 079 5415 i � � / \ \ \ ' / \ 1 `� ' " \ CC L33 196.000 545° 45' 18.15"E L66 259.000 551° 04' 52.23"E C33 4.875 333 Soo 000.8376 L34 235 000 S37° 33' 38.25'"E L69 526.079 N45° 55' 55 49"E C34 180.767 3o6.500 0337919 L35 87.530 S82° 22' 14.a5"E Lzo 193.682 5600 24' 27.57"W /, EXI TIN //_ EXISTING CONDITIONS LEGEND - / - ' '-__-- % / \ / / \ � I / > f / ' Y TO BE REMOVED WITH A. PROPOSED UNDER PLEASANT GREEN PHASE I " - �`I- \ I % $1' _- -PHASE II CONSTRUCTION ROAD & UTILITY PLAN (SUB-2019-00071) / \ / i ' �= EXISTING DRIVEWAY SHALL BE MILLED \ XISTING 8" DI WATERLINE STUB' w N N / - EXISTING SANITARY SEWER F B. PROPOSED UNDER PLEASANT GREEN ' / / rr4 N \ /� & OVERLAYED WITH NEW PAVEMENT \ �TO BE REMOVED AND EXISTING 0 CONNECTOR ROAD PLAN (SUB-201g-00058) / / _ - AND CONNECTED TO THE PROPOSED I Ln � / ; C \ EASEMENT TO BE VACATED ^ ^ C. PROPOSED UNDER PLEASANT GREEN PHASE II '/' ( \ / / t' cL\GS5GROE°516E� j EMERGENCY ACCESS ROAD 4 " O // p / FINAL ROAD PLAN (SUB-2020-00z26) 0 /\\ 1' / __--------- "--- ROADWAY _ / \ '/ �` / 6seE• a 5 = - - , / % 1 -- ---'' PHASE II 117 1. MCCOMB STREET ROAD CONSTRUCTION/' / r �' S 5 / (/% V 2. ALSTON STREET ROAD CONSTRUCTION "/:�•' �• \ Q " /"-" " / �// -- A - \' RAMBLING BROOK LANE ROAD CONSTRUCTION / 1 // 7n� //�(\� -� 4. DUPREE STREET ROAD CONSTRUCTION----'_7------ ---\ \ __ _ C' / \ / i _'\' max° / "L. "' �=-- i S. LITCHFORD ROAD CONSTRUCTION / 4 ;i' - -- /' \ r \ - s�: -- I '' / 3 C '------__Cfi ' f�K UTILITIES cQ \ 0 �- /•- � / •,' ',� \ ` /j' /' �l /// ,/ ,' \ 'S6f�5\E 2 s� / ' � .ii /' / r / / /'// � \\ `/ N 6. 6" DI WATERLINE �,>�,% O \ i �• -/ / r �\ \\ \� s/ - r f� .�- r / �/' r /, ~\N i- 7. 8" DI WATERLINE - - - - / X / S - = /EXISTING SANITARY SEWER EXISTING //' - �` _ __ -' - - - �. / r �'' \ ` ✓_ •� lr= ='` , / r E G MANAGED' r / _ ' , _ co 8. 12" DI WATERLINE /�' \ \, -.`._i /' / ,/ \ ,� -s _s� \ '' 1 // ,/ .�� ANHOLERIMELEVATION i ,/' ,/ r' SLOPES (TYPICAL) / i ,/� ----- 9. FIRE HYDRANT ,' \ \ / / ' /�/ - --- s/ ' :: ` (��/,C/ r % TO BE MODIFIED i - J \ ----- / i , w_rN. - -- -- ' - i-_..� z F - N 10. BLOW -OFF / / _ \ / / - - - - / / ; ; / / \ \ ,r- O / I 11. SANITARY SEWER SYSTEM �\ / \ /; ;' ,' �,/ �( `� '' `/-��' /�s�, r '/ / ' / / ,/ '/ / XX_ �',�//U w'�--- - N STANLEY MARTIN HOMES LLC , '�'�,' ----------- TMP OS 0-03-00-000AO / ' w //'-/- �_-_-_ 5C , , / / / X �X //'- \ „I rll / r "__R I EXIST (V / X' r / _ -'- --__' 16.28 ac. / / X / / --''/" �'�� ' -'"a LU ST LU DRAINAGE / '' EXISTING SANITARY SEWER INST*202100004144 / ram% / / 1 " N FROM STREAM BANKS, 12. STORM SEWER SYSTEM / 2♦� s/ " --------------" / �Y / : ^ / /\ Q i GRADING '' /' \ / ' �� ' Y+3"� _ - - MANHOLE RIM ELEVATION / y�/ , / / / / _�' '_ �\ WETLAND AREAS AND > 3 \ / / // /' \ / ` ' '' _ - y 3----------TO BE MODIFIED _ 14. CULVERT i / // / /' ,,-� _=is------- C _---- --- LU / ---------- X STING F NCE WATERSOURCE--------- TO BE REMOVED ' /--------� EXISTING SANITARY SEWER /' ,'------- - 15. STREAM ' \ r / / r \ t J') / _ " " r i - - - -------' > j/ '` �/ MANHOLE TO REMAIN - ; "%- // , ,' f - __ / / / /' ---' -��' e / o ° ° ° 1\ - '� �.• 16. FEMA loo YR FLOODPLAIN /r / // / r _ _ -------- - ------------- ---- i \ (��1\ \ / /�/ /. � � / / ' / - _-_ --_ tea--7aa______ / / / i / r/ _ i as Y ------ o- ° s. *.,,, _ __-_^ vJ 17- STREAM BUFFER 18. LIMITS OF FEMA FLOODWAY / / ------ 4 \ ,e - -� -- ,--- __---- _ _ _-- / /, ' ' - ;' =� _ -M=- ;-° ®° ° ° ° ° 4 w \ / / �KyO EXISTING WPO --- ----- _ _ ---- - - _--' __ ; - 1 LIMITS OF SUNNY DAY DAMBREACH r , ' / , /' / �'' ,' / ioo' - - - ----' / ' i ®y.�°- ° ° ®o ° / J'� l /, -_ ''' ®-°-- ° °\.° ON F EXISTING NITARY SEWER TO STREAM BUFFER L9 NO BEOREIMOVOEDAND EXISTANGEASEMENT TO FROM STREAM BANKS CONTIGUOUS \\ _ //' / ° ° ° ° /_ y g O BE VACATED. EXISTING SANITARY SEWER TO - WETLAND AREAS AND Zoo' FLOODyPLAIN BE RE-ROUTED PER PROPOSED UTILTY PLAN. , Q _ :� \ \ \'.♦ / / r ' / ,,•.. -...,_l.. d - \ _._...yam y / / / -� / _ / ` /EXISTING COUNTY DEFINIED PRESERVED r / ai7` STEEP -SLOPES REMAIN P k\\ � r / !; o �� •••�•°•-° / r , '-°-e-o o ° ° o o ® .°-o-p i� . - / , , �,• ' ...-.. r' ° ° ° ° �"° ®I\ �`°.-o D\ ° o / \\ °_o LU c/ r / o --------------- \ -TA r' ,' / / / �� /' / J� �_...- -RtjS. ' ° o °\ /® ° 6 ` \ / / � \I /_ - -° o 0 / !• / r r I ----�6--o-rn_Q s 3 + / r I /s s, . _ � rS s --------- %`3` r' ./ate �� / / .__._.-., `� - �'�� I / ° ` h o o ® \ _ (�� `/ ,� J ° I'%--__--_ - r ,� EXISTING SANITARY SEWER T� T °-------- MANHOLE- _ -----___ -i `< TOR N �,.,�..._,..__.__'"o°° l _R REMAIN .- ✓i, ° -- / / 'r_.__.__.__... I / s o ° s o s ° ° / j)t' irk •� °//'% m e / r / J ® Per a'D'-ci4L ° o ° r ° ° o/ °�/� \ / r, / /LU i 0 0 0 1 � \ -___ a -B M2J3� LLJ ��V '� !'rs�6/---_.-�_ / / 77T, yi 0♦4V"W� ',i // _ - / ��\ ;',' �'� r �,.,•" ®/� ---- ___;_I / / _' _ / __ t i /e/ I I l' / ♦ / -1 \ ` \ �\ ° ---- -N3733 ___ _____ r\ 38'W o / 1 LL/I / ' \ - s o / n - _ ------------- \ - �'� ___-_________- / / r' r' i _ 0 o ®2-0-nr a-m-4_ <\ °�\°_� __-_-_ _ ° ° '- ------ _\ --_ _-- �_\ _`\` _- - _/ , /' O -__ _ _ / _ - _ r °�_-____ _ __ _6�`° i ° - \ ��e�a� ------------------ - - - �' ,_�� _ - - _ 5 _ _ - _ _--- ------------------ IS--- _ / ir - - - _ _ - - - - ---- _ _ - \ \ i 5 _ __ _-_ __ 4 �u r APHIC SCALE 60 " p 30 1 60 120 I 24 I I I I I I I ❑ I I I � \ / I I / I ( IN FEET D inch = 60 t.n, ❑F1 ' I \ I r. z Q a z Q0 ia_ 0 Q J I..V O J LU z 06 LL. z 1 0. N I_ W Ir Q 0 2 U ' I z z W I � X V W z I..0 W d Ln JOB NO. 182154 SCALE III =6o' SHEET NO. 3 u I I I 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 PHASE LINE ISSUES BUILDING PERMITS FOR THESE LOTS. ❑ .;: ..; •IP-941A(j LOT 7 '4PEN - - = S0 •YC• •'+7•: Yr /�� LOT LOT 9 I PACES _ _ : •': •:•:•: :•' LOT LOT y60 gv (Oa9z ACI ..• LOT Lor - TREET .... -- - - _ ``....., MCCOMB S 3 LOT 346 � \ ❑ � 10T / I 1 I I II �_�_ � � I ; ( _ II os�• v � y I :� I LOT I I , -4 ' • RFFT I L :;� f �_-. LOT LOT •.> , - - :' 37) vO8 ]J09 a80 v8] v8z ie3 v8q ', I zp9 z06 aq LOT LOT LOT LOT I LOT -' \ 5f] 1 -I \ \ G GLIN- � LOT I LOT LOT I I 6 W IL z39 a34 a33 zOz LOT LOT � � \ z) / r vbz a°3 - v86 t W I z3v z3° \ LO LOT ug \ G) \ I vLOT v)6 LOT - m 336 - I i i63 x ' ' \ / I I ❑ v35 D v]4 LOT W ` v34 D LOT LOT Ss• , ` STR wq �• �" . 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LOT Lor \ 1 \ - ... d. • '` \ .. l P H E �, 6 � - AS 110 _ \ , �.. � . � ... 11 LOT \ \ \ - ...•:.•.....,. � ,,, ®® • LOr .• . i'' .>.- . .... ......:..... .......:... .. ..r .•- • • ice.. .. a \ ]° itx (1 r. - ... .. .., II LOT I / T.... .: . . ...... � i .e .. • '. .......: ..... ..... ........:....... / :�.�.... / ..... �� _ ` • • LOT - --.. .. � 7�•,/ ,•. FEMA ioo.YR FLOODP.CAI ; .:• / ..ice.:.. ,.•....•..::: •.... .. • m - ... .. m ; • OPEN SPACE H®. .. .. .. ° • • • - �FEMA 100 YR �� w % .. .e • .. .. ... \ 6 • • ®• .) .:•® •.. •.® • • , m • %' ®•.• f UFPER) I • • \ FLOODPLAIN �/ ,m•®•':°®-- ®• s.z>3n % m®• m LIMITS OF SUNNY DA \`_- �\ ®®® \ Lor °®®® DAM BREACH y. - • FEMA FLOG ®• w. ------------- LIMITSOFSUNNYDAY i .�-.'.. '-. - - - 'm• NOTE: ALL PROPOSED DWELLING UNITS WEST OF DAM BREACH / THIS LINE ARE SUBJECTTO CONDITION #20F - ®•® \\\ \ \ �;D•sr,4 ®®®• ®• ®° • • �.. m..•_® ®• SP1990-103, AND ORCHARD DRIVE CONNECTION \ \ .• m{:.�' ' 4 \ �I o_• ® -• a •...®. ®• • ®®®®®®® ®®®m • ° MUST BE COMPLETE BEFORE THE COUNTY ••® \ \ ° • e • • ®® e • • ISSUES BUILDING PERMITS FOR THESE LOTS. ® � Cl• ° • • • • • • • • •= • m m m VAR. WIDTH GREENWAY \ \ �\ ®•�• m , • e e • • - ®=-° \ EASEMENT m \ ..•:.': DB. 5537, PG.745 � � � \ \ ••• III I ❑ 0 ` \ �5T n-T - - -- ------ LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE LOT LOT BUILDABLE NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) NUMBER AREA (sf) AREA (sf) '('\ O \ `• 75 4,375 2.528 110 2,374 1,387 145 1,837 1,337 180 2,041 1,540 214 2,241 1,740 76 4,721 2,774 111 2,373 1,386 146 2,695 1,590 181 2,079 1,579 215 3,037 2,055 77 4,829 2,852 112 1,809 1,309 147 2,785 1,652 182 2,105 1,605 216 2,823 1,761 78 4,601 2,682 113 1,448 1,048 148 1,886 1,386 183 2,112 1,612 217 2,022 1,521 \ m®• 79 4,337 2,501 114 1,810 1,310 149 1,887 1,387 184 3,154 2,033 218 1 1,953 1,452 I \ ®• 80 4,384 1 2,540 115 1,810 1 1,310 150 1,511 1,111 185 1 2,642 1,574 219 1,885 1,383 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 r 86 4,208 2,403 121 1,423 1,023 156 1,824 1,324 191 1,773 1,273 225 1,728 1,228 \ / '®• ®• 87 4,130 2,346 122 1,774 1,274 157 1,846 1,345 192 1,770 1,269 226 1,737 1,237 88 4,236 1 2,405 123 1,771 1,271 158 1,900 1,397 193 1,741 1,241 227 1,782 1,281 ®m ®° ®• m 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 91 4,941 2,968 126 2,315 1,342 161 3,654 2,564 196 1,720 1,220 230 4,092 2,456 92 4,897 2,934 127 1,759 1,259 162 2,634 1,601 197 1,723 1,223 231 1,954 1,464 93 4,771 2,834 128 1,756 1,256 163 1,893 1,392 198 1,731 1,231 232 1,883 1,382 I \ \ EXISTING ORCHARD DRIVE 94 4,626 2,722 129 1,403 1,003 164 1,875 1,374 199 2,355 1,367 233 1,831 1,330 95 4,531 2,635 130 2,281 1,352 165 1,864 1,363 200 2,459 1,446 234 1,809 1,309 96 4,349 1 2,512 131 2,779 1,656 166 1,857 1,356 201 1,758 1,258 235 2,502 1,493 97 4,447 2,565 132 1,666 1,165 167 1,846 1,345 202 1,755 1,255 236 3,144 1,839 I / 98 4,437 2,570 133 1,346 944 168 1,831 1,330 203 1,751 1,251 237 1,815 1,314 99 4,241 2,424 134 1,759 1,241 169 2,585 1,623 204 2,545 1,495 238 1,810 1,310 100 5,081 3,085 135 2,385 1,412 170 2,592 1,490 205 2,347 1,382 239 1,815 1,314 101 4,293 2,446 136 2,353 1,378 171 1,739 1,239 206 1,814 1,314 240 3,926 2,290 102 4,739 2,744 137 1,733 1,231 172 1,751 1,251 207 1,847 1,346 241 3,165 1,815 103 2,399 1,416 138 1,358 957 173 1,786 1,286 208 1,895 1,394 242 1,833 1,327 \ \ \� \O RACHIC SCALE 104 1,468 1,068 139 2,157 1,207 174 1,830 1,329 209 1,958 1,456 243 1,816 1,315 \\\%%% \ 80 0 0.0 80 160 105 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 1,313 107 1,826 1,326 142 1,483 1,083 177 2,450 1,461 212 2,901 2,055 246 1,829 1,324 \ / 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. I I � 9 SC4R.LINS!Z I No. 35791 a 7/29/22 �SSrONAL SO - - -.-` e Z O U co G a C PHASE I (�0° LOT `oi ' �pOP LOT 4 m/s Vu/ W 0 N J C C LOB`\ PHASE/ C,�'o`Y' 6T Or ^ Z O n ¢ F Z C u p LOT R L9T / Lu W u LOT L a v LOT 5 IP _ LOT B xj i6 - _ I LOT 1 LOT OT LxoT Lor 4+ LO r LOT 43 i9 z L I m I I I r- (y) OT LOT (' 3i / Lor \ Lor M J C) °T LOT �O 43 Q• Lor � N I I I /✓i W i/ OT45 l'J a N 46 C) LL \ LL \ V LOT .... LOT 0 \ > 0- z / fp Sr / �♦ FEMME" u1 nu \ w 0 J •11 U) O z a Ih w oc w ®0 Q \ 2 LL L u W >r Z ®®• \ W ' W G1 •••m®, Y N 0 A w O O ®®® w T ° J D ® D V J m •• ul Q 02 •®®� - _ L ® - -- w O m•• ® ' ®• J Lu z ' C CD Q J 360J i U LJ I 1 I -- ❑ I I I I \ 1 I �Y Fj't Ej I I 1 II I I I I I ❑ I O SCOTT R. LLINS!Z \ I I \ C-) No. 35791 a I I I o 4 7/29/22 \ r sVAR. WIDTH ACSA I I I ONAL E I INST. #: G LANDSCAPING & V R. WI T SITE MAINTENANCE EASEMENT zo' P z' RI A E R I A E E N T. #: EASEMENT EASEMENT IN T. #. 6' A S PIN INST. #: VAR. WIDTH SITE INST. #: zo' P IV T A N G M I DISTANCE EASEMENT zo' ACSA , INST. #: 6' LANDSCAPING & UTILITY EASEMENT EASEMENT INST. #: MAINTENANCE EASEMENT INST. #: INS . #: VAR. WIDTH SITE EXISTING RAILROAD ` INST. #: VAR. WIDTH & zo' ACSA DISTANCE EASEMENT OPEN _ — — UTILITY EASEMENT INST. #:- - G LANDSCAPING & (0,142 A<) „;;. LOT OPEN INST #: MAINTENANCE EASEMENT _ -I F o VA H PRIVATE LOT Lor ,s, SPACE a °INST. #. z `Y"� I __MCCOMB STREET_ _ _ UTI ITY-EASEMENT LOT Lor =s. =n co.a9xA� _��` TLu INS .#: LOT LOT — O �� I c o I a \ a VAR. WIDTH ACSA / .-' - ---- Q H UTILITY EASEMENT - Z O O 1 1 II �LOT LOT T LOT LOT I LOZT \ s —r LOT LOT °r a8o =Bz v8z 183 v84 I ,°6 LOT OT LOT L° ,,. zvv / za . \ IDTH P : , V T. # a > \ \ V\\� w N M z Q O w` =.F �s'" I�TH ACSA LOT Lor =ss =ss sT - -- > / zo RIV T RAIN E o 6 O F w \ V A CLING �� TILT EASEMENT =39 ., A =s3 — Sg AEN i � LOT � i � � I °T Lor LOT Lor � � � LO — ST. LOT ST. .+_ a° LOT L. F W 35 =34 =33 z3z o�a LOT / ' =vT 6' L API Lor > 5 P: H �/ A \ _� NA E NT wr e / / d' W 9 / m — oz MA NTENANC EASE 1LOT =�s ` i6= , rl or ;09 \ \ :=9 r / / � \ ., � L �36 p LOT =63 Z m= =se a-. «� zze *- \ aao / / w _ I z i 'PRI A DRAINA�aE o^,_ -1 C "s LOT g LOT i LOT � w Lo \ Lo '< •v / d o L U)Lu LIMITS RO I E-o' PRMIVEA ASENTTE \ LOT \\ \ PRIV I �IINAGE LOT LOT OPEN / / O o =xs u= Y / e_ v93 N 17f L=O�T I 1 I I LssO9T ss• = - _ (SPACE A 469AC R.WIDVAR. WIDTH DRAI IN LITY E\EASEMENT LAR.WIDTH T. #:: INST.#: ILITY EASEMENT \ \ O =39 L=O4o II = ar x4zr L�3T La4aT Lz45T 46 h �y.r� 34LB oSr \\ \ e HASE III �o s 5¢ or III VAR. WIDTH DRAINA \ EASE wT 11 a N nai i (/ i "•//. / — - I I I LOT I 86 I I Sv I I 80 LOT I I I I I I 1 \ '.;*..`•/ i + / / L°T .. LOT \ Lor I *> V "Egli — I I I I I I III � I I I: : ;� ' . 74 J V I o or W LOT \I LOTWIDTH ACSA, oPeN UTILITY EASEMENT I I \ \\ \ \ SPACE VAR. WIDTH WALL& I • S"M 6.378AQ .' dI = ' _ _ MAINTENANCE EASEMENT INST. #: -- IIWI lNfll Fn ST.#: 6i LANDSCAPING & - _ \ \ \ ..—®-- pi� MAINTENANCE EASEM INST #: rylN''J� Q — / -- - 9 `EDRAINAGLu EMA ioo YR FLOODPLAIN _ EAS _INST. .,: INST.#: °••• �� \ 4i /SWM FOREST&OPEN \\ \\ \ \ L� /i _ OPEN SPACE SPACE EASEMENT zoRi9A�E.—_ _ c a )% =o b tweo73AFPERI -- NST.#: SP CEOEASEMENTPEN • %3 " s.xT3.� ---�--- -- • QSWM FACILITY& • ... ® INST.#: INAGE EASEM \ F a // / N % / LANDSCAPING& ®® ®®®°•°® �L� \ Lor ./ MAINTENANCE EASEMENT ' , VAR. WIDTH ACSA ° m MAINTENANCE EASEMENT ®®®®®®®• ST. : zozz�ooa ooz \ 4, O i ;� / SWM FORES-T&OP-€Pd-- -- "- / UTILITY EASEMENT _ °INST VAR. WIDTH WALL& ®®°® \ \ �/ \v N z INST. #: MAINTENANCE EASEMENT ® ®® \/ N SPACE EASEMENT---- - - _ - ------'=-- INST. #: " " ®®®®. ® ® ® 41 .� ;.INST. #: --- �-.-�'-- _ --. -- - ----- INST. #: I . ® zd; AP1 Q�'F�RIABLFWIl FF�'v AU ASEMENT FEMA-ioo-YR FLOODPLAIN - -- -" -- LIMITS E CUNNY DAY --___- _ FEMA FLOODWAY ° \• .�i \ ;._ s Lor VAR. WIDTH WALL & � DAM BREACH • ®®® zz0000�'paa � � °\ 1' ' - sw r s Q - - - MAINTENANCE EASEMENT _. --" ° �� SWM FOREST AND OPEN ®• ®®®® fi LmT / \ ^ -_- LIMITS OF SUNNY DAY J-- - --- INST. #: - \ SPACE EASEMENT-z.8y8 C. `a \ DAM BREACH - - - - - - --- INST. #: zozz0000 ooz � �i � ��`�� ` s�To ®®®, ®® ---___ -..- - __ - 5 DRAINAG E \ \ \III A. \ T M FACILITY, ACCESS, & ®• • ®® _ - - - _ - \ w '"�'�'�..\I\ � � w y MAINTENANCE EASEMENT ° ° • ® m-a----- - ----� "-- - ° ° ° ----- ° • ° ° INST. #: zozzao z \ \ \• a \ \ J 1 �a, \ INST. #: ®SWM FACILITY& .—�•••® ° \ ®.° \ .� -a. \ � L J ® MAINTENANCE EASEMENT w ®'am°°°.°•® ®®®••.. ®�-° ®®®®m INST.#: / VAR. WIDTH SWM FA & \ \ �''� — > m®°® MAINTENANCE EASEM \ \ c "''" � 0 •INST. #: 202200005002 ®® \ \ \ w 0. Q i A 0 Q El Lu I —LL I I — ACSA UTILITY EASEMENT /0 w /% \ U I \ LlJ I I °000 SIGHT DISTANCE EASEMENT / w U1 I t o (V Q W \ ® PUBLIC DRAINAGE EASEMENT O \ O .®®® � W w ®� — r ®® _ \ D J _ PRIVATE DRAINAGE EASEMENT — / ° ® A\ z \ D U) J SWM FOREST &OPEN SPACE I®®®° Q — ® EASEMENT LLI ui ® SWM FACILITY, ACCESS, & \ — — , I \ / \ — MAINTENANCE EASEMENT \ / U) W \ /\� .• ® LANDSCAPING &MAINTENANCE / I ®®I® EASEMENT ®®® �\ J Lu W WALL &MAINTENANCE / ®® ®°® EASEMENT \ / x � , ®.. ®®®® ...®..® J Q U \� \ o o z \ 'Q^ — — \ EXISTING ORCHARD DRIVE \ — — NU) l / \ W J _ \ w W _ W I \ \ a ❑ — — ❑ \ \ / \ JOB NO. El RACHIC SCALE / 182154 \ 80 0 40 80 160 360 _ — LEI\\ \ / / — O SCALE 11I = 801 \ ( IN FEET Y / SHEET NO. \ 1 inch 0 ft. / 4A 24+50 p15 i _ _ 4 _ '_ zz+°p TANCE� z +00 23+50 1GN� NOTES: (P)VDOTSTD, 100 ^_ _ O,o ""/(� i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD 732 cG-¢amv) L_ ) - EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR OS x OG V,B NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING I-�- ° `� -` '—' � — _ - � � r� e��C `r�� ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL N - - - i, `.: QO9O FFT \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING D STREET SIGN (TYP.) P.) n / , (P) SIGHT DISTANCE PROSKIN (I NO / �S6, ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. PARKING' SIGN (TYP.) R/ z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY N EASEMENT 1 PROPOSED'NO (P) Ri-i STOP INST. #: - I �S'Nj �� SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH PARKING' SIGN (TYP.) SIGN (TYP Io .) THE ADJACENT PROPOSED CURB ELEVATIONS. N s 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL w ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO v INSTALLATION OF E P DRAINAGE OR UTILITIES TO COLLINS ENGINEERING FOR .� LOT ' LOT � / O � LOT \ z \ LOT I Q I LOT LOT LOT LOT 211 � 212 \ �� REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING OJ 6Q'o1 LOT e 0 r LOT 210 ti A , I 2 SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND O � 18 18Lt Ip 2O5 206 2O7 208 9 I LOT / PROPER ELEVATIONS FOR CONSTRUCTION. QQ �pQ �QG 3 00 IS I I ��3 LOT \ / 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED �Q0 C h3J v - - -� - - I - - I I - I 1 I I / 214 j i / \ �y'\Q TO ACSA FOR PUBLIC USE. �`QJ O� . a ALL WATERLINES SEWER LINES AND FIRE LINES FROM THE MAIN TO THE R/W R zo' REAR SET ACK G LANDSCAPE & - / LOT / / \� , 5 STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING % CRETE SIDEWALK - MAINTENANCE ESMT / 215 / / INST.#: \ \ DEPARTMENT. PLANTING STRIP F/C F/C�� V _A PARKING' SIGN (TYP.) L zb PROPOSED CG- D LO / / / / — — / E/P E/P 9 ENTRANCE (TYP) / \ 6' LANDSCAPE & i A' iq AINTENANCEESMT No. 35791 a 7/29/22 LOT 7 LOT iw ` 8 V� INST.#: : o S �y a \ O a > 21 \ \ 9 m I LOT LOT LOT LOT LOT / / 7 2 / v z / 35 LOT U) i 2 � \ F�1 zz 34 LOT \ \ 3 3 O / / w 0 z 1 230 \ \ \ u8 \ \ (�! a o z I w v PROPOSED STOP /�� \ \ \ LOT \ PROPOSED 8" CONCRETE LOT N Ln O z W SIGN (TYP.) -- - /� / \ /1 \ \ PEDESTRIAN PATHWAY' / \ 10 o� a / \ / �1(j / \ LOT w o \ — LOT \� \ \ - W m i o p � 6' LANDSCAPE & � // 229 \91'� LOT V (P)40N-STREET AINTENANCEESMT INST.#: Lu Lu / 9O PARKING zo TYEP. / LOT r w p ACK (P)'NO PARKING' 228 LOT U) o �,�SIGN (TYP.)LOT \ S \ / 22 vv \� zz1 ��,• 'cV /// �� v Lor Lu ° �— U 2o+50 LOT / \ \ LOT /5�� ' c' /\ E�� / \ 22 / (� — (P)VDOT ry — G 22+00 226 A i/��/�� ,F CG-iz (TYP) -- A \ V /� ° • �. ��' i ` ROJECT BOUNDARY ti P 26 \ — + I RY(TYP.) c�% a�vicep eG J%: OqF Sp So / 225 \ v�zAF p6- — uP�ei �sTRFF 224%� / � ``•�\ \ \m / � 1SE� ACK e a PROPOSED STREET. -', • L ON / OT z b I �; - .SIGN (TYP.) ... , .. •.. ,• e • LOT / as \a M1N.F o\ z� \ L33 ` � M rn O o Ca?x 2 6 SE q \ a EPEP '� 0 22 / 3 ) I 5 m PROPOSED VDOT• . • • , • o \ 3 z „ L B9( FRO (P)STREET �\ \ FIC.FIC o i .. 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LOT ` r - - .PROPOSEDVDOT`.• -• .' .`.• .• .` .• .• .•.• zo'REAR N`.•, � PROPOSED NO - - - P VDOT STD. ' 6 \. 9 I STD. CG-6 (TYP.) CG-iz(TYP) �RAGE.6 . j LOT W PARKING' SIGN (TYP.) :.' b - 37 C / I L,: ♦. ,. _.PROPOSEDS'.',•'.`' SIGN(TYP) 1_ + o I G a 5 CONCRETE A oo f , — • • _ ti o -� O LOT { LOT •PROPOSED . • - SIDEWALK . • , . , . , . (P) Ri-z STOP. :: \ •.' + '' S9 'ROPOSED (3) P \ � N Q S D K _ ROPOSE ARALLEL` • ,. ,• .- ,. •• ,. ,• - -•' o PARKING SPACES MAIL KIOSK SIGN TYP. O (TYP.) . 14 PROPOSED 6' ... ti~ xzo' (TYP) / _GHT )S NC�z �- PLANTING. STRIP ` ' ` PROPOSED'NO' / ��O o \ P-z _ _ O pQ L6 T LOT LOT I � � B' Q ' <' PROPOSEDVDOTSTD W z3+oo - - - •'.• PARKING' PROP 1v _ TIO UPRE _ RKING' SIGN (TYP.j GC • , • • (P) Ri-i STOP, • '. ` OSED 57 . CONNECVE N TO DITH TIE-IN E ST. 5 I LOT W J zz+So Soo,R;, V� O CG 9D 1 Q PROP \lN(i ♦ Z �` LOT ENTRANCE (TYP.) • - - - 38 i zz+0o OSFO 8/� SIGN(TYPJ '•` �� J 61 \/ 9 0 PUg/ OONam'. PROPOSED VDOT. • ` o Q LOT �o�� '� -iz (TYP) ` . • / ` / f o F/C24' T LOT ry � I � W F STD CG ' - 16 _ POSED SPEED, - u - 3 _ _ - .' /PROPOS D NO _ � T SIGN (TYP.) ', `. -'-' , . `. (P)'NO PARKING' ISTgNCE / PARKING' SIGN (TYP) I) - 9 56 `LO � _ '';• LOT I Q PHASE I IA LOT LIMITS OF PMF� — I O '. .SIGN (TYP.) z8 �j ♦�/ - - � oo ♦ F/A / LOT 55 ` ♦ DAM BREACH LOT W 7!F ! (P) SPELIMIT / LOT Z �. . '. (P) VDOT STD. C6-9D 25R �/ SIGN (TYP.) 63 26 17 I `LOT • - • • ENTRANCE (TYP) ;' � � � �..: °'� � /g. �% LOT � ",, - - FK14° � J Q J S A PROPOSED STREET 4 yy / LOT `♦ L 5 �. °° SIGN (TYP) T 2 ♦ LOT LOT � - , ..'-' ' -. • �- P I O � � A o �� '�, � (P)'NO PARKING' 3 9' � 7 SIGN (TYP) = u _ D PROPOSE LOT PARKING' SIGN (TYP) .. `♦ 41 LOT LO NIPLOT i • . • 74 � . o � ?O*0 \ � `♦ ` 1$ \ � LOT � U ' O _`. / � ° � LOT 4� (P) SPEED LIMIT Sz 28 / Y N ` ,' :• y ` ,` LOT ` \ GN (TYP) yti�� Q\� /� \ LOT • • I- - - - 42 W Q \ " SI H �%� `. --'. • `. • 73 � � � i. LOT � `moo°' ,y`° � A 1g • . � _ W � PHASEI � �. `. LOT 19xs° �° rvQ 51 Q��lr� p� QC> 6 / ` — D V) r U' + ..V e`•ul EXI +TING CEMETERY 72 ' ` �� y� L (P)'NO PARKING'.. • OJ �h� LOT LOT / • ♦ \ _ �— C v� •' SIGN (TYP. d ' QJ�p• / �9 20 \ 2■ til SHALL BE UNDISTURBED / \ UPREE STREET ROAD CONSTRUCTION D I • LLI LOT tiT h Oi \ LOT ROPOSED UNDER PLEASANT GREEN PHASE I LLI 71 1 9xoO pis ti° r \ \ 30 ROAD & UTILITY PLAN S(SUB-2019-00071) V Fip�� 21 s ��a , �♦ \ (� W \ o LOT OP �' ♦ LOT W `.':+• :.V ±,`•e4.' •. LOT ��` ;�� 8%S ' 31 LOT \ �\/ ��y�' `♦ 43 ,,��// \ ioo' WPO BUFFER (TYP:) `. 4LL ° O� / 22 Q JQ' �' ♦ W LL \ / (P)'NO PARKINLOT LOT \ c a LOT SIGN (TYP.), \ 3 \ LOT 23 \ � v TIE-IN T / EXISTING \ 69 STING RAMBLING a / 1 /\ \ 2 \ �4 \\ \ LOT • Q 44 BROOK LANE 8"0 '� . � 7 ° \ 0 RAMBLING BROOK LANE ROAD CONSTRUCTION \ ' Z ".,,• \ "••..,,•' PROPOSED VDOT STD. 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Z - Zo 400_ 2a+o / - _ o LOT "LOT ° LOT " I Z o ¢ G O a LOT � ° LOT 211 z1z M SLOT r LOT 2O 210 c (P) SIGHT DISTANCE /� 39 "" �, o LOT LOT o LOT 1$ s 184 �� . zo5 20], 208 9 LOT O ' PROPOSEDCG-gD p / EASEMENT 2a+5° ° (P) STREET o LpT SLOT i8O 181 3 0 206' / z1 '' �..� u"ica ENTRANCE (TYP.) %mil zo z LpT 182 L I l�(P INST. } Zo zo 1 ZFRONT SIGN(TYP) 177 1]8 1]9 II I I I V/ ¢ C '` I / 3 29`O° zd S M (P)'NO PARKING' " - - - I - -- - - - -1 % N O u _ T I 4 zo'IREAR SETBACK I 6' LANDSCAPE & �j _ 51GHTiT� E zo zo ___ 5E SIGN (TYP.) - - I PROPOSED 5' CONCRETE SIDEWALK R/W R/ �• NST.#ENANCE ESMT y / w 1 ] I _ PROPOSED 6' PLANTING STRIP z I 27' _ I zo' zo' zo' zo' zo' \ W a 3 I I F/C F/C z8' zo' zo' zo' zo' zo x5° 33 TIE-IN TO EXISTING CLING LANE 29 r' PROPOSED'NO PARKING' SIGN (TYP.) 62' \ ° PROPOSED LOT " \ u PROPOSED MILL & OVERLAY. o -zo' zo' - I - zo' zo_ L z9' 6' ? �CG-iz (TYP) 1 �/ LOT"r z7' zo' zo' z PROPOSED CG- D °' SEE DETAIL ON SHEET 22.� x o 161 - 8 g9 9 \ I 30+0° — N� LOT ° 7 - LOT " 160 - - - - CLING LAN _ — � .. (P) R2-2 STOP � � E/P E/P ENTRANCE (TYP.)- 3°+50 —SIGN (TYP.) N LOT' ' 159 I SIGHT DISTAr 3i+oo 3o_ — — LOT° LOTS 157 158 1 1 " LOT ' LOT " a LOi' 1 6 1 I I 18 I LOT - SS _-(P>srREEr \O�� 1 S 20 5 I LOT LOT LOT / - SIGN (TYP.) ;-_ p m\ LOT 1 55 1 1 (P)RKPARALLEL:-: 4 - - - - 235 - 233 _ LOT LOT — — .o \ w\ 54 1 - - PARKING SPACE- _ �. 23!} ,,.� : 2 2 _ - ° 3 �, " 3 / 1 _ � / LOT \ w\ 53 i 1 _ - 6' LANDSCAPE & 8'Xzo' (TYP.) � _ I LOT o LOT I . � m 230 � — N 1 - ° I - MAINTENANCE ESMT I - ry 186 oc ( /(J / 39 1 I 203 h- V /mom / .° O INST.#: w PROPOSED STOP Z H 4 zo' zo' 1 2O zo - - 2° g - - - - LLJ 0 SIGN (TYP.) Z F I LO� (P) CG-9D 20 _ J— 91- - - - - - o LOT °°c o I T w 4 ENTRANCE zo' r - '( o+ __ LpT N - o� I. LOT =I= iD I 138 _ RI`N RIVV 20 I — — 9 I 18] ��U I: _. - I� / / N N �- I g6 ° 2s= - ��9a' - - J _N - z b 202 _ w I LOT v l MfN, T f 2z9 w N N LOT I 5' F -� // LOT a N N w LOT N 162 o OC a zs' ON �w 0 ' ° " 20' zo' ACK (P) NO PARKING' 228 Ln I PROJECT BOUNDARY (TYP.) 137 87 2 F C b LOT 9s' _ Q_ LOT ° r LOT FIC I �I - - in 201 o ry 3.88 --- zo r SIGN (TYP.) �' L PROPOSED LOT LINE N N --- 95 76 - I l o I LOT o J ry - - � a -- _-- _ =T / N ry I L O O zz. / 2 \ 136 + 3 LOT I o 1 163 _ ry I LOT I I LOT ° u _ 1 _ -- - d _ _ _ v i N I— - 9 - ml 1�9 ao '• �(P)VDOT 11+°° o � ZIP m *5° — ACK — - 175 o �" 200 ry ry ° CG-12 (TYP) LOT � ___ --� ---I-) + I 164, " N PROPOSEDVDOT— - - - - 88 " IOpOy(/�S 1I*So ai I 23' LANDSCAPE & 0 -J-N ' ° v LOT °l YI - 9' -o CIS (TYP.) MAINTENANCE ESMT LpT O 174 Ug/ CR %RFF _ o INST.#: v 90 0 ¢ z - ^ N STD ---- - ' 35 - � ry � LOT I I LOT I i I - � LOT _ _ 190 PROPOSED STREET N o' F-' N Q ° 1 9' � 3 - --- LOT - -- - p a ,. _- 73 199 I I _ I _ ss' z ' � I .SIGN (TYP.) tr LOT PROPOSED VDOT• �( C� ° (+) N ° n 1 wl LOT F/C F/C E/P o o. ❑ N - ry -� o' V LOT o .STD.CG-6 TYP. ? o ? 1 LLOT L NE (OTYPJ NI - 166 OI °o _ "11 m 198 ry 1 1 �I o ( g �.. o ° °P z -� LOT 1 z c- _ _N - 1 �— Z _ F- - - - - " •'PROPOSED 6' PLANTING STRIP'; • N ze I Z 0 72 LOT' -I - -IUi 1 °, ti o _ w I 3 w 1 8 - a 7: �_ I K 33 s 6 c ° 4 LOT 2 m O e rn A I N I 26' 'REAR SET 1 I " I � O -- - " 16] ' �I N R R yV _ o Z LOT �`N F/ -F/C • 'PROPOSED S' CONCRETE SIDEWALK Q, zo PHASE I I B 1 LOT ) O LpT o 92' - - - / / " � 1 I 1 192 t PROPOSED (2o) PARALLEL', • N r 1 LpT LC1T \ of a N 1 1 I - - w 97 - - • ' • PARKING SPACES. ° N ry PROPOSED PARALLEL' - ----; 1 1 2 s3 „ a7' 7 - - - a LOT ` I (s) : OPEN' ax _ LOT 1 0 3 I o° I I I LOT ° o I s'xZo'(TYP.)' Q - f LOT 12g 3 u, — - IN o I Y + • " ry /W R '.8xRo'I TYP NG PACES 1 168 Irv• �g ° LOT / ( ) SPAC:A• LOT 12] 128, o, Z6T o LOT 6' LANDSCAPE & - 91 (P)'NO PARKING` 1IT %%$ w®® _J (P)STREET N 196 93 87 �♦%.4,9. �:' W flT 126 I " 1 AINTENANCE ESMT SIGN (TYP.) - - - - ° •PROPOSED VDOT'' PROPOSED CG'91D 12 ~ 1 1 b SIGN (TYP.) `7D LOTr _ I n n STD. CG-22 (TYP) ENTRANCE (TYP.)' J w 3 wsr.#: " + > • PHASE III J 12LF-w 5 (P) VDOT STD. N (P) R2-2 STOP " o LOT ° E - LOT •• . - _ 16g .. I _ — 12 - - ( I 3 p 2 , M X. R_ R2 2 STOP SIGN SIDE SETBACK - -I " - - - SIGN (TYP.) (P) NO PARKING 1 PROPOSED VDOT', _I_ - 5 94 � PROPOSED'NO G 5 - - z _ I- _ - - $ ` -0 SIGN - - SIGN (TYP.) 195 " 9 I STD. CG-6 (TYP.) ,I I - D _ _ N / *PARKING'SIG � "_ I 78' . • .. :� ,. �' • 88' - 1STREET �d - - - � _ '(P) STREET- LLI - o _ - - 1 co z5 ,o E z8o - SIGN (TYP.) - - - n 83' 1 ,'' p 5' •SIGN (TYP.). .. ROPOSE 6 -, : o PROPOSED VDOT i — �� . PROPOSED NO-1 -] zo' - PROPOSED • P R2-i STOP. ` i, • ,SIDEWALK ( ) (TYP.)- PARKING SIGN (TYP.) z , - (P) VDOT _ — _ _ o _ S� _ O — — (TYP.)O STD. CG-2z - ;tea MAIL KIOSK'; SIGN P STD. CG-12- 75o'R — _ T DIS�N0-_ R - LL w P DOT �S• — • PROPOSED+6' J r 4 - I z +oo — z6+5o SIGH ry (P)VDOT O R �_ — _ _GHT _ z6' • - - ��- - + o- 7 z6+oo rya -I �- STD. CG-2z -STD. tG-2z — fs N _ Z •F . PLANTING STRIP • PROPOSED'NO'. �� - zo' z6 / z7 5 w zS+So 3 _--` - _ - oe P SF PUBI AD 144' 'PARKIN N (TYP.) I( RO �� Q za -- ---- (P)VDOTSTD.CG-gD z8+o° ,:,..,. _-'' z5+oo l000'R z4+_° z4+oo 23*50 23+0zz+5o Soon-- �� _ 5 ° �lg _ \ R aISTOP, C E oTRANCE (TYP.) - ---- - - zz+ PRO O i NG B (PSIGN NCE, ego i— 28+5 r . °.. • . , - - . •, . r I - �- -- - - - - -- °p P SFD PUg RpO/( ' PROPOSED VDOT. • i KSi z +oo _ - (P) VDOT STD. OP)=, , . . . ' - ` - tiD `�NF STD CG-2z (TYP) -I 9 - is IN S MIN. FR - " - zz+ i _ -V� _ • :... - - CG-6 (TYPJ `SPACE .B, • .. , . 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I I LpT o Y o I ;. •/ PARKING SIGN (TYP.) � 1 LOT 5 N 1 I OPEN SPACE'G' I I I I 79 al 77 " 6 1 �I LOT 86 hM I I I (0.19 Ac) I I f I I I I LOT =D'NO 1 1 m 1 I I I wl 74 w \ 1 _ II 1 W 'LOT 87 PROPOSED WALL - - I I I I ) I / c7 SIGN (TYP.) I I - I I w 1 1 — I I I I I I I I. a� I o l 88 1 I (MAX. HT. = 6') I - - _ _ I Io I 1 _ LOT \ LpT " 1 I - REAR SETBACK - �1 _ �I _ 89 I 1 1 I - - •:.�, '-' PROPOSED LOT LINE (TYP. z TYP. - - - - _ - - - Z ~ 73 Q CD 2O I 1 I i' Y • �� - - T - r . < LLJ ` EXISTING CEMETERY '. 72 00 ' - - _ ��_ _ - -.�1 - -SHALL BE UNDISTURBED ---- _-- -_-- N -� '. '. • . • . • • •\. •; • - ' fir, LOT j VAR. WIDTH WALL PROPOSED WALL i \ - - - - - 7 MAINTENANCE ESMT i • 200' WPO BUFFER (TYP.) - - - - - - 2 / / (MAX. HT. T) O O O O % PROPOSED WALL - - / ' INST.#: �4 O Q (MAX. HT.=4') PHASE IIB u 1 O 200' WPO BUFFER (TYP. \ i ' • ' PROPOSED WALL PROPOSED UNDERGROUND STORMWATER MANAGEMENT \ \ (MAX. HT. = 6') FACILITY'C' - SEE VSMP PLAN FOR DETAILS (WPOzoz000053) O �� VAR. WIDTH WALL \ LOT ,,..,.,. »��'"... AINTENANCE ESMT\ LIMITS OF SUNNY \ \ /.. .,..,,.,,.,,.,,.,, O 1. 1 O O O �. .,,.,, ioo' WPO BUFFER (TYPJ`. ` 70 / .....,. p p, 1 I. p O 'c.,.,,.,..,,.,,., INST.#: \\ GRAPHIC SCALE_ ---....,,.,,..,...., DAY \ .V O . O .,,.,,.,, \ - - �,.. O O O O. p 1 O y ��- ar�e,,0�� 15 30 60 n-`iz'a --- o / .•:. O ��LI M ITS OF 20o YR I 1. �� O .• .,,....................... / �...•,. O .O FLOODPLAIN 1 ► O . \ »' \. .• „...�,. .,, O O .. :. ` .. .._ �y�-� ji\.\ 1 in -30 ft. .� \ .. ` O .O O O O O p O O O �... � 1I o o O \ '�. 0 O z Lu 0 Lu Q a Q O LL Q z_ � LL D 1 O (V Q W J Q Lu Lu (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 -_ �'� DISCREPANCIES. VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE 1 I -W z. CONTRACTOR SHALL CONFIRM ALL UTILITY, AND ROAD CONNECTIONS, AND SHALL NOTIFY AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VI RGINM _ PROPOSED MILL & OVERLAY. 'r�j\ COUNTY OF ALBEMARLE 2-1/2' OIA. GALVANIZED STATEWIDE FIRE PREVENTION CODE. W - O 1 Ikpemment of Community Development STEEL POST. PAINTED WITH ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. SEE DETAIL ON SHEET 1y.�;,, - 2 GOATS OF PRIMER 3. (1� REPRESENTS ONE PROPOSED PARKING SPACE. 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 follow is a fist of information aired on as -bail[ road drawings. It is ferable that 3/4- VIA. 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-= 10 7�29/22 _r�,R''� 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 \-� O.t> not provide design drawings as construction record drawings. CN.I.C.) 7. SEE SHEET 2 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 2S� / LU SSr 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 OVERHECONNECTION STRU HAVE NO OVERHEAD WIRING OR OTHER �51GHT DISTA�-� -� \ 1 \ 'tn QN 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 z3FT61NCHE5; 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 - _ ' include, but are not limitedmthe following: � EXCEEDINGyFEET IN HEIGHT REQUIREASTAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER �' STEEL PIPE SLEEVE 0 9 5 CONDITIONS. \ 1. Horizontal Alignment- Show and label measurement points, and an interpreted line between CPAINTSTEEL ABOVE GROUND i 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 4. 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 CONCRETE FOOTING DEMOLITION PROJECTS. THE VIRGINIA STATEWIDE FIRE CODE. � easement. Any portions outside the right-of-way or easement must be corrected by plat or 12. ALL PUBLICWATERAND SANITARYSEWER FACILITIES SHALL BE DEDICATEDTO PUBLIC USEANDTHE construction. 3/IG' STEEL PLATE WELDED T EASEMENTS FORTHOSE FACILITIES, AS IDENTIFIED ONTHIS PLAN, SHALL BE DEDICATEDTO THE S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL \ \ \ 2. Vertical Alignment- Show and label measurement points, 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. \ - m labels and line type. 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 z 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 LU 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 MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENTNECESSARY TO PROTECT 7, FIRE EXTI NGUISH ERS SHALL BE PROVI DED, WITH NOT LESS THAN ON E O 3. Edge of Pavement - Display the constructed edges ofpavement 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 2p\ - Q station, or more frequent] ifnecess to accurate] portray the as -built edges. Showtheas-built 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING y accurately y 8 • ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN DRIVEWAY WITHIN EXISTING RIGHT-OF-WAY. _ \ to edges over the design edges for comparison. Show and label constructed edge of pavement radii for . U all intersections and cul-de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NOMOTPLAN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; EXISTING DRIVEWAY SHALL BE MILLEDAND \ included. \ . / IS REQUIRED ATTHISTIME FOR THE IMPROVEMENTS AT THE ENTRANCES. HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS OVERLAID WITH NEW PAVEMENT. (Z4. 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 ' 1/ \ \ PROPOSED z J 1- • • ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP STATEWIDE FIRE CODE. 22' EMERGENCY Z O O culvert/pipe size, materiel, inlets or end treatment(s), inlet and outlet protection, alignment and invert / LOCATION OF REMOVABLE F 0 elevations compared to design. Computations: For slopes flatter than design, or inverts shallower �•• SUBMITTAL. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL \ ACCESS EASEMENT a > than design, provide computations verifying design standards.w.• �• \ •• COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND \ \ BOLLARDS & KNOX BOX FOR 16' O g 5. DltehLines- Display the constructed ••� / •• SHALL REQUIREAPERMITFROMTHEALBEMARLECOUNTYFIRE \ EMERGENCY ACCESS ROAD. I zo 20 - U on Z flow, and linings. / \ MARSHAL'S OFFICE. SEE DETAIL - THIS SHEET w 6. Drainage Easements - Show all platted easements with dead book references labeled. Drainage / \ \ \ 20 16' - g /� z _t O must be within platted right-of-way or drainage easements. Provide copies of recorded documents. / t 26 O F w 7. Guardrail -Display the constructed location of guardmfl, including the guardrail type, length and / \ t \PROPOSED LOT LINE (TYP.) O _ ~ z applied end treatments, compared to design. \ 7 - `J .. Q 8. Right of way and associated easements - Label deed book and page numbers for all dedicated / \ \ 2 _ _ I w right-of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. / \ ♦ _ - \ 'La m W 9. pavement Designs - Label the as -built pavement and base layers. Indicate the measured pavement \ ♦ \ I I LOT 1 Q thicknesses based on inspections or cores as referenced and included. Inspection reports are required \ \ ` 1 1 I 0 I LOT LOT ' f 2 123 w for fill compaction, CBR's, and pavement applications. i 10. Street Trees - Provide design and as -built locations and species. Compare to design. \ r LOT 120 12�• - °J d 11. Signs -Show all installed signs and pavement markings. Include any pedestals or other features. \ ♦ 0 20 _� \ I t/t I 11 _0 co w \ LIMITS OF PMF t DAM BREACH 20 16 \,,, LOT m 1�11 9 LU \ \ •\� • 2i \ ETe K LOT 118 ) a �1� PA \ \ \ \ `••u•_ y8 \ LOT �17 1 7� m / \ PROJECT BOUNDARY (TYP. 1 LOT LO 5 116'�6 ®• 4 m J' \ 20 . • �\ 11 /\ zo \ p n - 20 LO 16 � LOT 114 -e, O \ \ yO \ LOT 112 \ \ 0 2 ISTANCE - 2 / PROPOSED VDOT 2° \ LOT \ \ 111\� • \ S1f / \ \ STD. CIS (TYP) \ LOT LOT \ _ ' / \ 2l 110 � J \ � za ', � 1SR �, 29 � a�i rn / \ PROPOSED CONCRETE SIDEWALK U / \ 1O9 ° 6' ti N N r ° S \ LOT 108"mod m\ \ 1TYP2� i (P)VDOT STD. � go+o o r, i y \ \ L0 PROPOSED6' \ANTIN S RIP :': \ 10 6 O7 ° W\ jooR 30+50G 12 (TYP) \ \ LOT : LOT 1 � , -ro+ \ PROPOSED NO \-f LOT 105 a •. \ PARKING' SIGN (TYP.) N 0 10' 6 %r ' \ \ 103 104 25<� ✓ 31 \ o PROPOSED CG-9D ENTRANCE (TYP.) �(: p.) / 12 F \ \ \ . `,'. •.- : •, •\ � \ \ (P) VDOT STD. CG-9D. '. • ', .. : \ ao / l\ _ _ 6i 14 \ ENTRANCE (TYP.) ti6 Zgo \ m _ PROPOSED'NO PARKING' SIGN Cy (TYP.) POSED'NO z0 i`' E=+o° PRO \ / / \ 20 5 pN% 3 • - % \ � ' `' \ \ PARKING' SIGN (TYP.) FROM ao . 5\G% �\ (P)VDOTSTD CG-gD \ \ LOT' N \ y C�6 32 \ ANCE(TYPJ j z , sag / \ \ \\ LOT 8g T \\ \` � 5 \ - - Rod �\ �\ co go LOT aR /+0 , PX ENTRANCE LOT 1 y00 33 ✓ ) TIN M PROP\ ED'NO / PL zS S pCK \ \ \ - •' -' ``. 102 N � / g • •` Y J n 6' AN G � -6 PARKING' SIGN T P.)\ N PROPOSED O m \\ O PARKING' SIGN (TYP. o + ° P CONCRETE\\ \\ \ 5 r C3� 0 L92 \ -• , • 1-s \ / \ \ SIDEWALK \ \ \ \ LOT \\ ,'. LOT \ o \ 93 / -` OPEN SPACE I / \ \ 34+So \ \ \ \ \ \\ ET K r i LOT N \ - 5 \ ♦ (1.12 AC) / %.: M\N FR 1 \ \ o \ 94 \ \ \ yo RE W 101 CK 1 LOT \� \ \ _J gP O PROPOSED WALL PROPOSED'NO [n \ \ i G J : ,` '. :' / o• PARKING'SIGN(TYPJ o / ' •; :, '• -. ,. ••`,..•,..;.:,:-.. :•// �� % \ \ \ LOT \ N\ \ \ `\ _ / (!) LL . VAR WIDTH WALL a •e . . LOT • .•LU EMEN \ \ -M NTENANCE T - .` LOT > \ \ \ 97 \\,PAC:E`. wsr.#: / 10o f a: ` 874C ` / . . eLL \ 7 J .PROPOSED'NoLOT `\ \ � � . 3 a \ PROPOSED STORMWATER% i o A.\ �. 8 / - /, ARKING'SIGN TYP. 'a '.''•'. L T 9 \ i Q s 1k 1 '' MANAGEMENT FACILITY'B' - ' a O -SEE VSMP PLAN FOR DETAILS / \ ' I �� • WPO2o2000a {', • �• \ \ .,, VAR W DTH WALL U \ .. 53 - / ,%• 1 •111PROPOSED LOT LINE \ \ �• " :1 =_� \ � ! ,,.• "'.,,• \ AINTENANCEEASE MENT. / PROPOSED WALL • \ d i � •INST. #� � Y '1 6' LANDSCAPE &, \ / \ -' •, / / / r„4 MAX. HT. - 6 • 1• \, • MAINTENANCE EASEMENT . • �,,... ..,•• \ 1 _ ;�. \`. .. IN # - v _ % \ - 1' o \Ul/ 2oo' WPO BUFFER . \ •,,. / . O W LIMITSOFioo\\ \\ / // / •� , a \ \ \ .\ �,.' .,,.,,.,,.•' \O \� O O O ±. FLOODPLAIN YR \ \ 0 '• • `. • .,.•" LIMITS OF SUNNY • ` \ ion -YEAR FLOODPLAIN°• i .Z• DAY DAM BREACH �\ O . WIDTH WALL \ ........... VAR o O OPEN SPACE ) (!) \. ` . • . • . •, . `_ / / .;,.,,.,, \/ MAINTENANCE EASEMENT O 0 o S �'••„ \ / / / .,,.,,•,,.,,.,,•°•° INST. O \ NTENANCE / O � o WPO BUFFER) H O 0 ° G. 0 0 o .273 AC W Ioe \ - -- - o &CD .�/ y' 0 ROJECT BOUNDARY (TYP.) / O - 00 EXISTING STREAM / \ \ / R ALE N 0 0 - G. A C SC 0 O \\-7� `.O' //! \\` ---� VAR. WIDTH GREENWAY ' «� .. / ---- \- ASEMENT /� 30 .. .0. 15 30 .60 120 0 0 O / \\ �/----_DB-SS37,PG.74S- \\ 1 inch = 30 11. 1 0 0 O `O 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 Z 0 LU Q a 0 O Q z_ � LL D 1 O N Q W/ J 0- LU LU LL z V) LU U w LU rF a � JOB NO. 182154 SCALE 1"_301 SHEET NO. 7 �w!101111 all —wREMOVE EXISTING BLOW -OFF & ------- - — — — :`. : • D 8"x8" TEE ROPOSED 8" CL 5z DI WATERLINE I WATERLINE w — PROPOSE M000MB'STR ET &(1)-8"G.V. --- �w �w � � _ r - --N w wow — TIE-IN TO EXISTING 8" D PUBLIC ROAD (56' R/W) = - JL w O — — � D.B. PG. _ XISTING 8" DI WATERLINE w ` w w I-IN �5+5o z5+oo, z4+So, �— z3+oo, zz+5or:, zy+oo, z + o, 3 3 5 �zxoo .y e _ NOTES: I�, _ _i _i -_ iJ .z1xs � — _ r - _ - - 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER PRIOPOSED WATER o T PROPOSED WATER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTI FYING THE ENGINEER OF ANY DISCREPANCIES I SERVICE LATERAL SERVICE LATERAL BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS EDGE OF PAVEMENT. CONTRACTOR SHALL I p II 3 I - - - - - - - -I \ CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PROPOSED FIRE HYDRANT ," - - - - / - OR PAVEMENT BEING PLACED. ASSEMBLY w/ 8"x6"TEE I I I / PROPOSED WATER \ O e//t �a z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE II s SERVICE LATERAL (TYP.) 6s pp2l� THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. P6. 96 f� 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND LOT LOT I LOT LQT QA �� F DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING LOT LOT LOT LOT LOT LOT LOT c LOT 182 183 184 II 3 20 LOT 2O 210 211 212 \ a 1 9 % FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY 180 181 II 5 206 207 208 9 LOT G / SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. w - GRAPHICEw --w 15 30 60 M ( IN FEET ) e 1 inch = 30 ft. 733 SCOTT/R. CI No. 35791 i�l 7/29/22 _i zo' ACSA UTILITY EASEMENT1 0 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. D.B. PG. _III - - I ' MH-44 I I 213 \ S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL _ zo' ACSA UTILITY EASEMENT I / // LOT / D.B. PG. INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Z o C J E _ - - - � S S 5 _ LOT i �/ \/ 0 u CID S - i cn _ H _ P 3 \ W U1 - - _ 21 / A MH-43 V A / �..� o u PROPOTSED 8" SANITARY SEWER \ \ LOT n w I I I j I� _ — \ \ ✓ / / LOT PROPOSED WATER \ - d+ Lu 3 PROPOSED SANITARY SEWER �� / / 185 3 ¢ SERVICE LATERAL (TYP.) I \ / 216 SERVICE LATERAL (TYP.) u - PROPOSED 8" CL 52 DI WATERLINE Ln a LOT LQT LOT )� �\ LOTv \ \ ° .0 LOT I w 3 235 2 233 LOT LOT / / \ \ \ �\ \\ \ / z17 \ \ u cc I 34 232 LOT /// v v \ v y — 186 3 w �� 31 230 / / / v� �� vv v LOT v / o PROPOSED WATER SERVICE LATERALI TYP. - �� / PROPOSED SANITARY SEWER I LILOT MH 40 / \ \ \ SERVICE LATERAL (TYP.) PROPOSED zo' ACSA \ \ I 18� V A LQT\/ \ ACCESS EASEMENT \ I ] �- - n zo' ACSA UTILITY EASEMENT / / \ \ \ \\ D.B. PG. \ / PG -_ , LOT v v v v / 219 v v .• - `ter' / LOI _PROPOSED WATER I 188 PROPOSED 8"x8'IT = - SERVICE LATERAL (TYP.)/ LOT / \ s \ \ LOT zo' ACSA UTILITY EASEMENT` \ / / / �y / \ \ 10 L EE — /� ~ 228 \ \ 220 B. PG. \ / / / \ LOT & (1) 8" G.V. LOT W \ \ LOT \ \ \\ \ LOT %s 11 Lu IN �w 227 / 221 e rn rn \ \ \ C . ' , ° EXISTING 8" DI WATERLINE � / LOT ¢ N N 9 I 20+00 _ PROPOSED SANITARY SEWER- fI 10+50 - W w \ S LOT \ O p 6 LI \ \ \ / / v�i n o LOT // \ V / �`� 6� 12 R- 3 226T SERVICE LATERAL (TYP )- 4�0p \ v \ i WER LO/ w ; ° . � \ \ \\ \ . • `.. = /; \ �- _ QJ p �3 \ M 225 P <� II II I C LOT ,• . ROPO.S. ED8"SANITARYSEWER L9 \ � MH-42 s �. 2•PROPOSED WATER \ - M xsc LOT190 SERVICE LATERAL (TYP.) / �o \ / / I I I LOT I .,.,.,.,.. .,.,.,.,..., :,;.. // •f�, � � _-�' - > \\ � • / 1 F-', • ', '. '. PROPOSED 8" CL 5z DI WATERLINE ; 'S' \ \ LOT \ • / X014�PROPOSED SANITARY SEWER \ ch 91 0 1. _ . `� GQ a� \. 223 / / / SERVICE LATERAL (TYP.) " - \ \ �,CID _. " zo' ACSA UTILITY EASEMENT '. `. '. ' / A S xo S - R �, OPO' --- �. , . � �0 l� O o \ 3 P� OPOSED WATER' \ g LOT I " D.B. PG. A. :'B 99GB�/� PR-OFFAS TYPEA- v i LO� .� SERVICE /�' LOT O /y (, S BLOW -OFF ASSEMBLY y RO - - _ �\ /� \ 23 PROJECT BOUNDARY (TYP.) / 1 z i. T90 'QF \ / / I OPOSED SANITARY SEWER 9 90 F �" x `�/'' q� % PR POSED FIRE HYDRANT / hti 238 b Q z� SERVICE LATERAL TYP. P A A EWER0! N ( ) �- . .r ` I TIE-IN TO EXISTING C\S NIT R \ WITH A T 7 \ 33 ' LOT �% ASSEMBLYw/8"x6"TEE ! LO EWMANHOLE.PORTIONOFEXISTINGSANITARY \ LO co :I`: OPEN . LOT 247 T N • \ j /_- \ 239 LO SEWER AND EXISTING MANHOLE TO BE REMOVED. 1 V*' \ I L 2 6 \ 34 O � I OT 4 � 93 '!' • 5P' � x C A•':'. s •M H 1 `. •\ o I 2 Cn 4 O PROPOSED ANITARY EWER � I o OPOS S S rB —PROPOSED WATER SERVICE LATERAL (TYP.)= ♦ /•/-� \ 4 0 LOT 2 i �'•' `1"�<<F8'• •� - \ m 45 SERVICE LATER ( N I . 9. E`1' i •;;•' LOT Ic AL(TYPJ a " J %' N LOT : I': ... `. `. .. `. : OT 2 LO I-.- I - o ,. ,• •. ,. •. ,. •. -. .•`.•`.•:• o �lo'PRIVATE � LOT 24 194 f I " MH-27 xy zo' ACSA UTILITY EASEMENT. \ I 2LF2 35 Q yti T EASEMENT 2 1 I D.B. PG. .\'.. o = 3 O \ PROPOSED 8 x8 TEE F UTILITY Y EAPG NT > Ld PROPOSED WATER SERVICE LATERALP. \ ' 4 _ PROPOSED FIRE HYDRANT `' • i : . '. xo LOT Im �t ASSEMBLY w/ 8"x6"TEE f PROPOSED 8"x8" TEE o 58 ` \ J /- i M M :` ` I L T '\ � M � / O // PROPOSED WATER s m �• z ' A A UTILITY EASEMENT �-- • l - o CS U S + - �M : ': • • 'PROPOSED FIRE HYDRANT', • �\ by S j / y I W z + o z3+oo _ SERVICE LATERAL(TYPJ + D B PG MH_Sz _ - \ 3 5 zz+ 0 \ ` ASSEMBLYw/8"x6"TEE. \ / / // / _ sr MH-53 LOT 5 >o+oo M F ' O Co' LOT \ / / / \ •; i ~ O / 4 to zz+oo� M ♦ . �(� �1) e / \ 60 \/ / / / C \ LOT / zo' ACSA UTILITY EASEMENT 0WATERLINE/ 57 / zo' UTILITY EASEMENT D. P - - DI D.B.5z64,PG.297 LOT - , ••, S z=yam eJ SEj8" \� - Q PR PO CL 5z / D G. - -- - so \� . Y. Oo �� \y 6i \/ / / / / \ LOT I '. � / / \ \ � � I � 15 I I = -I--= ------ -- A A TILITY EA EM 56 0° ROPOSED 8" SANITARY SEW R - U CS U S ENT ` ♦ L� — M H-z8 `. `. �!. ; . •`" " • MH-z6 ` ;< % , a LOT \ / / / ER SERVICE RAL (TYP.) LOT ROPOSED SANITARY SEW ICE LATE PG. 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PG. \ / \ / ICI cn D z 9 DRAINAGE EASEMENT — 70 70 - / 21 / / RF-z A \ \ / / w m � YD- 1 746 p v 5 / / 5\ 'ol ` 4 / / / 0 O �o D.B. , PG. i - _ - -z_ _ _ - TIE-IN TO EXISTING STORM SEWER WITH / PROPOSED 8"HDPE ROOF/ / / z F w - - PROPOSED DOGHOUSE MANHOLE / 1� ° \ / 1 YD- E 4O'S - - 0 / Q" 1�G' \.: FOUNDATION DRAIN SYSTEM /° \ I / % / / n z wa' w 46.00 G R=747 0 + I YD-8E - - - - - e_ \\ \�` 61 i \ - \ f W m / LOT FE=747 6)/ 6oh I I - 8 -� \\ 1��• io' PRIVATE 18 OPOSED DRAINAGE! \ / PROPOSED 12HDPE 216 �'' (3� , \ \ / / f Lu -DRAINAGE EASEMENT 5 I LOT , I \ \ \ SYARD DRAIN SYSTEM tid ` 22 / J / / L o D.B.PG. G -r,5.6 LOT LOT LOT \ 737 \\\ \� LOT \ \ /\ \ / \ / / - w — �3 LOT ^ \ k? 21 �,,1�3 %o PROJECT BOUNDARY (TYP.) _ it f Ln / — Lo-T FE=746 33 5� c� 2 �33 232 LOT 10' PRIVATE, \ \ \ C> _ I / 186 3 j44 I I m m y m " T �31 2 0 LO DRAINAGE EASEMENT u u u 1 m D 3 D.B. PG. \ \ \ ,,1 y. / \ / I / / / u D T 736 50` / \ Q- / ^.y. LOT E= 4!o � w-m •+ � •• � r �.� � u z / YD-8B \ \ I y � P � \ / / / / • '. j PHASE III v �19 �.,1 V A TIE -INTO EXISTING STORM STRUCTURE / / G R=743 00 \ 4z33 LOT - - io_ - \ I 737 7FE=7437 5°/a� f PROPOSED 8"HDPE ROOF/ / \ 188 220 Y g°'` G R=74z 33 ,.. FOUNDATION DRAIN SYSTEM �' 0 28 \ \ 1 0 { \ t - - - - - - 1 RF-zoA P .1 \ \ / g''� v, j io'PRIVATE - I - I PROPOSED 8 HDPE ROOF/ RF z1 I� y 1 LOT \ \ L T ,1'�\�0 \ f RAINAGE EASEMENT 11 w N N LOT h o+oo w-FOUNDATION DRAIN SYSTEM' ' / G \ Q'' 6 22 YD-8A b.B. 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N z 1. y 10' PRIVATE DRAINAGE EASEMENT+-zz - 737.00 FE- 3$.J SPA �� ^ \ FQ ^� ^i C o N N \ / i - PROPOSED DRAINAGE SYSTEM. ,° �i3] LCI / .`� •. •^.. O rG G Q \ /o : D.B. � PG. °o �^ > c4 _ I- is � ycY r r d 9 9 \ 7 A _E D • •. • '- • `. ` '� 99 9 1� i /x C9 / b' n� R z3A W a o y \ 0! M 10' PRIVATE DRAINAGE EASEMENT \ PROPOSED$ HDPE ROOF/ D.B. PG. s% \ RF-zo FOUNDATION DRAIN SYSTEM / �� o� a 0 0 a G R=737133 3 6 �. .\ p 9 ✓ a •\ LO ,� ^ O t7; - N y \\ \ F 33 w I '° OT � � LOT �3-OPEN> . 'P� / \ / / F- x �M - - ' LOT FE=738.bo 4 ° I �` o y 9p V \ / zo' PUBLIC DRAINAGE EASEMENT �39 / I vl U o LOT �9 c 9� z2 z. v / D.B. PG. LQI w L T 345- N io' PUBLIC`. �G x f x ` / \ - - \\ \ \ 34 Q �► - ' J so / !FO o OC O a y — EX-16 �' G R- g - ro�/f�9.A�% . .DRAINAGE EASEMENT - / l� \ / a d u L �45 N lI ♦737133 ` , : o 3 ,I , . • . - , -� . • • ... • . D.B. PG. • '. • . • ' "' . - z4 � \ :� ` / / <b N � j m. � � (� (�l r 7 ,� LQ� J YD A LO FE=73 0 7�% o I : , ROPOSED DRAINAGE SYSTEM_ • \ 22 / �/ // "'RF_1g / ^ro o- L T _ - - 243 244 10' PRIVATE - L 9 �94 \ RF-18 ' . ' . �`: xcao" /. ^,: ? /io' PRIVATE / / - �42 RAINAGE EASEMENT 31 Q Q / 6 ,` titi, / / - LFlD.B. PG. 73 33 YD g ( .' DRAINAGE EASEMENT PROPOSEDi; HDPEk — - / \ I PROPOSED 8"HDPE ROOF/ f :' • . • . . • .' .. .. • ... • -� ,`a: 1 li / / \ / YARD - , I FOUNDATION DRAIN SYSTEM. 24 �. �' r W .. -a- I ' : • : _ . _ LOT : �. - a J Q -EM - -: 16 PROPOSED VDOT STD. CD-1 AR 1« J 10 PRIVATE DRAINAGE EASEMENT PROPOSED zo PUBLICS , • • - `I` ` P Q , 58 ' • ' DRAIN SYSTEM — D.B. PG. ♦ \ "..:' � •� •`�•^•=`._`. •DRAINAGE EASEMENT \•�.' ;N•-(✓ QO // -`'• "' _ � � � � _ OIL -z + o� �, - :... ,,;, � _ «• .• D.B.G. .` . i / ,•: � / - � LOT EA �. y \� (� 3 5 ., o �r 0 10' PRIVATE DRAINAGE SEMENT � � \_ -+ S • ` •(o,p65 - LIJ 16B M M ° �.� . ' `. ` ` x° QJ O' / 59 D.B. PG. Zz - —z2 . - - - , z3+oo_ \ ♦ � �'" • ,. , `. • . • `.: ;`� .i . • . • `•/' by � / / O •' / \ � - - -�� • a 7 A - � ' � REPLACE EXISTING DI TOP _ \ / \ , n \ ° �\ RF-1A - y� - // / T - j2o� WITH NEW DI-7TOP OT \ Q T LOT \ L — 66 5 �' p 1 4 Q z �'•' � � - - u�-zz+oo\� M ' _ •i�' :• / / / � 6� �/ / / \ 7 y • � zo' PRIVATE DRAINAGE EASEMENT ° • M �.�` - LOT PG. 297 _ L / _ _ / JzO / EX 68 X Sz 5 LOT - I --I 66 - -COT �� / p �5 I = LL. 11 - _ . / o \ REPLACE EXISTING DI T I S — I 0 OPOSED8"HDPE ROOF/ y o \ - - (� `a y FOUNDATION DRAIN SYSTEM YD �� * \ WITH NEW MANHOLE TOPS i 1 CD-1✓ / 1B H T ,x GAR=737. - GA_R= 6. 7 " zo PROPOSED VDOT STD. , \ LOB a/ - - - / LOT / LOT : I Y W / \� _ Zxo ° ' " b 2 / N SMT=7z .17 76 BSMT=7 o :. `l I ' >. `• f `, ' ` % / / M %/ ` / / - EXISTING STORM STRUCTURE - — — - LLO)NSYST w/o'PRVATE EASEMENT(TYPv I LLJ z \ .••. `. '.•`.'•-•.I .`1•`.• / �/ / / � So ,, o � i f / // LOT D.B. PG. .,, — J ° - / LOT / - a 1\ LOT \ D V) 0 V LbT - LOT NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE X . ! / / i/ / 26 / - I I 0 \ 7 8 \ INSTALLED AND STABILIZED UNDER A MINIMUM OF OF AGGREGATE \ o- \ - / ' 'zo' PRIVATE DRAINAGE EASEMENT / A 1 \ 17 - Q 6 \ - T ` TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. ♦ , / I \ YD-1A OT Zxh� D.B. PG. / r / �h / /J • LOT / / / \ / / 53 ✓ ��,' � /��/ ATE PHASE II �y `.•�`..'�. ,`.•`.- �-♦ - LOT LIMITS OFPMF-- / 74 / L L DAM BREACH 3 W LL\LL•'. `\ ` / Q/� ?Ox / PROPOSEDVDOTSTD CD-z / // / / �iC 7 ♦ z �` • ` �/ / PROPOSED VDOT STD. 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CD-1 \\ ➢ SCALE 44 PROJECT BOUNDARY (TYP.) / �� / \ \ _ — / / ' ` S \ / \ — IN FEET ) \ ♦ 1u = 30' _ SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX � . � � � \ MITCHLIN \ � 1 i ch = 30 £t. �-' / ,�,,.�,e• „a,,,.,..� \ , \ ,� ` SHEET NO. WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF �� •• I � LOT \ \ \ \/ °'• r��x .� '> . � / � '�O / / / ♦ 11 6o LBS. PER ACRE, OR i LB PER 1,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) \EE S EN ET 13 \ / so / % / L c 0 U 0 O U 0 E 0 SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX T 0 WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF NOTE: VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE - 6o LBS. PER ACRE - OR 1 LB PER 1 000 SF UNLESS SPECIFIED OTHERWISE (TYP.) / �� EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. - - - / /lo' PRIVATE DRAINAGE EASEMENT / L / 4 �� D.B. PG. SCOTT R. LINSZ TBOUNDARY(TYP.) -- �_ --- / 0 o. / YD - 5 w W.- w :� : `: ': ': M - -w w / --- ------ .0 4 / ./ .. , . , _ 76764 T w w w � w w - �0� N7/29/2 ct, ROJEC B / w / I Z1 �w ASS - _ :\ YD ¢A _ ---IONAL ------- - - / IONAL / AECC { YD-4C 1 8 - O /F 7be / - w---------- c\ • -• _ �. - _ W - _ PROPOSE "HDPERO /1 FOUNDATION DRAIN SYSTEM - - 754 LOT I I '••'•' •'. '16 .•' •' •'• '• �7s s. LTc� •.,.,. . .' SLOPES! LO1 2 s L1 515�: MCCOMBSTREETWITH AN -_ 149 T y m ; l . ` PUBLIC ROAD (56- R/W) - M 6oLBs.P ;: : - M- D.B. I I , - PG. M - -- --- ----M a4M+- WALL MAINTENANCE EASEMENT oo -. PROPOSED 8" HDPE ROOF/ OF/ M- -M - O OFUNDATION DRSTEM D.B. PG. zz` z2 +o0 1 z550 66 z50 �3#OO X a3+ -------- --- LOT v RAINAGE EASEMENT 0 �4 0 764TW LOT 142 D.B. PG. ,. - / ¢ 76oBW v u m� yp_4 - RF9A Mii a6+5° DRAINAGE EASEMENT' > - - _ - PROPOSED WALL TOEXISTI z w m� _ RF 13A r (MAX. 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'^ `ri w O / 76o BW I / + O P PG. _ / n V° n w w m w w N o w W^ ~ / M 28 5 4 UBLIC n� �� +�W ww ow °o IW _ I w N� N N ~ o ° y O / g ROA - D BAINAGE PGSEMENT \ V u V r w / w o w 0 o I <v n z 1 \ / B. _ - o w LOT LOB a I LOT V ° ° ° LOT LOT I LOT ROPOSED DRAINAGE SYSTE D - g LOT LOT 1 > '" ¢ EXISTING 1z" CMP ; % Mom% ° - " I ° w L T L LOT o x - LOT LOT W CULVERT TO REMAIN 466 F-3. LOT z OT LDT w r z9+0 i � RF-14B '�: m �- � LOT � /1 180 181 1$2- 183' 1$Lt I 'I oC u o a of 2O5 z06 �7 208 2O9 210 211 I 7� .00 z12 W m m �u 0 I 1 $ 79 PROPOSED 8"HDPE ROOF/ o = ¢ Z ¢ 1]] FOUNDATION DRAIN SYSTEM II o U m 3 I lo' PRIVATE DRAINAGE EASEMENT I b LOT CC - � "Tw��PG. I I / ��3 0 / „ G� A I x 3 PHASE III `Q - - - - - - - - - - 20' PUBLIC DRAINAGE EASEMENT i 44 �10 - - --- - -- - - CLING LANE � ➢ � � � •° w I ? d 1 - - PROPOSED 1z" HDPE � 748 _ - - D.B. 5264 o y I 'n TT+� oov o / -I o ¢ I' 75z lo' PRIVATE YARD DRAIN SYSTEM 5 `\ �� L w \ 5° PUBLIC RIW 1 n 30+0° 46 +=ate rt A NT - - - I I 45 - � A � � �,`n\ °° °D - - ao o w LOT / YD 3q*5°_ yy'+� � '' > m' 9F � DRAIN GE EASEME ° LOT 161 I ��` RF 17A II S �o D.B. , PG. -TIP-IN TO EXISTIN 50 / / \ r w� b `' o L T LOT 159 PROPOSED 1z" HDPE ± f1�0 - 749 5 - YD-gE ` 40.5 - - - - _ 7 0 \ \ PROPOSED /OTYARD DRAIN SYSTEM ` 155 /1 6 IL�'j PROPOSED 8"HDPE ROOF/ 3 a FF = 71.67 LOT /I 46.0o LOT G R-747 ° 6a� N -�= \\ 5 / I YD-8E LOT 10' PRIVATE FOUNDATION DRAIN SYSTEM FE=747.6)J I I - 8 - LOTEASEMENT I' 1 20 1o' PRIVATE 18 ROPOSED DRAINAGE SYSTEM \ / P EXISTING 12" CMP / =758 ° 7�0 y D.B. PG. 4 -DRAINAGE EASEMENT 5 I LOT I \ \ \ SY CULVERTTO REMAIN / I I 139 E=758.� `` a \ \I 3 PROPOSED 8" HDPE ROOF/ I - 756 34D 3 3461 AR=749.G7 I LOT LOT 737 b / o FOUNDATION DRAIN SYSTEM D.B. , PG. LOT \ \\IN A 6 m _ - - - - J 10' PRIVATE 745.67 4/, FEE=750-33 LO / - Lo-T G 74 33 5°� 2 k 233 z 2 LOT LOT 10' PRIVATE,�� \ F LU I =75743 I FE= 6 / _ - RAINAGE EASEMENT / / I 44 u A m D m230\ \ o / - FFE 4 $ YD-zE YD-lo 4 �03 3 1 m ,� 3 231 DRAINAGE EASEMENT- ¢ `�' I / 1o' PRIVATE 13 751.67 _ D.B. PG. 3.86 I ,i \ / / DRAINAGE EASEMENT AR= - - -- LS - u A u m DD.B. , PG. �. �:: I �,, g.��ER=748o 3/- - / zB RF-6B 75z 74 f C o / D.B. � PG. I FE= � \ 5 ' 4 � LOT 7 YD-zD RF-15A N 749. � 3 �• _ PROPOSED 8"HDPE ROOF/ � / 3-37 4a " - FOUNDATION DRAIN SYSTEMr ) LOT GAR- 6.6 3°� ~ 4 I - / 202 / PROPOSED 8" HDPE ROOF/ LOT N i461oo 162 - PROPOSED 8"HDPE ROOF/ r 9 I n I {o o LOT \ R 75533 7° 4z r F E-747 3 FOUNDATION DRAIN SYSTEM 1 GAR 747. o / \ {� _'� {� ° / /0// ■ • ■ w N FOUNDATION DRAIN SYSTEM- BAR=754.0 - z' /� LOT E=7 - 176 AR= 6. 7 FF -�47 7 LOT LOT 75 .00 _ I ° 14% EE 5 7- - - _ I LOT 74 � °r61 ' ' ' 743.67 � ~ � / � YD-3D I -, RF-5 - -. � Fj - E_ .•', s ••' / 74x33 FE= �- w I �36- - v I I -7473 7 201 / - 18$ PROPOSED 8"HDPE ROOF/ ° , LCiT C)i / PROJECT BOUNDARY (TYP. I _ _ ?75 - LOT I + I 16 1o' PRIVATE DRAINAGE EAPSC'EMENT �S-' RF-ziA U / / I 3 FOUNDATION DRAIN SYS�TE� _ Q / IX / J _ - 3 AR=75z.6 1 i 5 Gam;; F E= 6. I G R-74a133 I PROPOSED 8" PE ROOF/ RF-z1 I�Q Io° L C7 'twil / / i I / / II = - - - - RF-4A " 4 P O OSED VDOT 55 D. CD-1 I LOT GFE 74610o I° 0 3 RF 1 74 33 LET / + / LOT E=743.00 7°� I ` 10+00 FOUNDATION DRAIN SYSTEM /� �''�� '� 2 M / 10 PRIVATE DRAINAGE EASEMENT, r , I YD-zC + 7 / 200 1 1 / I 3.8g I �40 \_ -mow_ 0 _ 1 - 743 33- 43:00 0 \ � F 1'��` ® m Z I I = 3 o io' PRIVATE i LOT ^ I 164 / / / oo YD- C - - 40.0o F i9-I I n io+5o w 74g \ o �� o Cf7 D.B. PG. I LOT _CNI 1 =753 6� 7% RAINAGE EASEMENT R-75z'O 174 1 I 7 333 AR= - - -g - - 3 + \ Q' 35° FEE=75z 7 LOT 744 6°/d 34 RF-16A / / - �- - 7 g.6 \ z1+0p� �w 6� ��UJ 10' PRIVATE PROPOSED 1z" HDPE / D:B. PG. - FE=744 6 PROPOSED 1z" HDPE I - - - _ 68 3 /\ DRAINAGE EASEMENT YARD DRAIN SYSTEM YD- C i o ° 0 1 a � � � 744 0 3YARD DRAIN SYSTEM 713967 I G R-74 .00 �RF-18A 3 LOT I 165 - _ \/ D.B. PG: � YD-3E 7 .00 I � LOT = 5�. � ° 5 ,.. � •. LOT 1 LOT 173 - R= 10' PRIVATE DRAINAGE EASEMENT / I E 740 �7 6 7ix w / V Q CN Q YD-3F 753.00 7 .6 34 75 i 3% E=75z 3 I I 743 33 8°/_- / 1 O - _ - So ✓p O II LQT FE= 60 D.B. PG. 9 �3 h 6� \ / '� IL I lo' PRIVATE �' RF-6A � I 744 . I" AIR- z o - - � ' PROPOSED 8"HDPE ROOF/ •.• PROPOSED 8"HDPE ROOF/'�. �\ /' \ / _ 74 i G R- FOUNDATION DRAIN SYSTEM ,: , - �) OUNDATION DRAIN SYSTEM DRAINAGE EASEMENT •- '-I--0TPROPOSED lz" HDPE- �- 166 ;: o � { 3 °> FE- LD-� L��- 739�$3 ,� 75 A o.o YARD DRAIN SYSTEM 7 7 I I 74 9 134. / _ - 1 �'', � �` D.B._ , PG. •. =, TCNI % =75 172 i G &=%4z.6 1 8 PROPOSED 8" HDPE ROOF/ I- `. 3 FD=75o.6 z.00 LOT E= 8� 3 9 °7 / 1g1 ° PRI w Q 756 _ FOUNDATION DRAIN SYSTEM LOT / 743 33 R= 1. - I o lo' PRIVATE DRAINAGE EASEMENT' A `� �1.0 LO OT I AR= PROPOSED 8"HDPE ROOF/ LOT YD-zB 167 - P 74 3 PG. o I So LOT LO I 132 75 3 s pOUNDATION DRAIN SYSTEM - / �O 3°� F E=74z.o LOT / LOT GFE= 738 00 5 3 �_ �'73 �� ^y � W Z 1 130 I F E-751.00 a If rr GAR-75o.0 1 _ / 737 00 / - 3& PROPOSED DRAINAGE SYSTE 17 / G R-74 33 PROPOSED 8" HDPE ROOFI �� O �L A LO 12] 128 n G� ^ R=750 , �, 5� FFE=750 - IIII LOT E_ boo FOUNDATION DRAIN SYSTEM �97 �- YD-g6 / / 192 \ T. Y +. ; ; A 9 G i� J Q T LOT D I 1 ` - 10' PRIVATE DRAINAGE EASEMENT �` P B 2 J Q J o 4 G R= I GEE R=740 67 3 12 12-5 m �� r^ A n ° °, I 1 u N qo u A} 749 33 LOT _ / 168 /10' PRIVATE DRAINAGE EASEMENT I % y G R= I 6 D.B. PG. • ' i0 9 > / 4 u v o I 131 RF-4 / ° 3�" F o.00 / D.B. PG. fi FF =74133 LOf LOT 73733 I �� ;OPEN I \\ O 'Q� 7 / G R=741133 FE=738.bo \'. ` \A6yP90 F��z O W YD-zA LOT E= z.bo 8°6 6 0 / 1g6 / ?93 16D SPACE:,4:.. zo' PUBLIC m A 1 I o o s o w RF 7 - YD_3q s a T= 0 33 74 3 + _ /4. o0000 DRAINAGE EASEMENT) _ - \ 169 „ ' 1 ° 3%0 - / G R+737 33 0 38 '- .4$9 �E1 ' c ROPOSED VDOT STD. CD•z - I' F C! o. . / �' 5 - , \ PROPOSED 8 HDPE ROOF/ 74 7 LOT • y LOB FE= 10 +" ' ROPOSED DRAINAGE SYSTEM D.B. PG. u FOUNDATION DRAIN SYSTEM O .: .. I / Y RF-18 \ .t `,`.• .. I 94 - ' Z E .'' PROPOSED 3.2 HDPE / _ PUBLIC ROAD YD-z / RF-16 / / - - - - - 1 10' PRIVATE 50, ° M o (49 R/W) 32B - j ` L•' 7 1 Q N _ / DRAINAGE EASEMENT .YARD DRAIN SYSTEM M / o D.B. PG l I �_ m PROPOSED 8"HDPE ROOF/ -- . a < _ D.B. PG:-z +oo �- �0 �� v, �M__ -I z ' -• 7 z8 z6+So v 30 \ - l -z= FOUNDATION DRAIN SYSTEM - - - - " 16F - j PROPOSED VDOT STD. CD-1' i -- 1o' PRIVATE DRAINAGE EASEMENT F -.' • • • . • .' I i U _ z6+00 I z + _ \ PROPOSED zo' PUBL C 0;5 -4�z8+oo _ � - _ 4 � �9 - - �n M _ - - GEASEMENT. M , n 36B 5 0o M D.B.DB� PG. � ':': -DRAINAGE •� • `. •: , ;N o M M z3+5o` D.B. PG. o f LLI (V � � � p0 1 .,. , >.. ' S0 _ r i � ) • � 1 � � �� _ / M • • fir^ SWM FACILITY &MAINTENANCE 3 iz + i � � • - T PROPOSED6'WIDE -'• _EASEMENT=D.B. PG. 4 $O 24+00 + �36 \ z3+oo- A ` o- M \ .,` Z '\ LI..I Is REVERSESLOPE / r PROPOSED DRAINAGE SYSTEMI : ! _ - / > S _ b i b y DRAINAGE BENCH , I �� I � - : - ':.. ' � "' •,/ � t . _ _ - - ,. • - 5I - o PR P ED DRAINA E Y TEM ✓ ul S r.. ..: - ^. • , 1. ��_ •• %43 ' 2 _ I _ I - ,, - W I 1 AR 75a GAR- oo I I _ FFE-746d AR-743 I �- 1 � / T-7��6 -. , I � _ I I N _ _ � I , 1 I o � 1 I } r � _ Zj� \M��'\ a� 38• w - I GAR=7553' E=751. 7 / SMT=73 - II - 1 •� OFF _ \ AR- / - BSMT= oo L I - - - 7 o gSMT- 6 R- 8. - I _ GAR-737_ GAR- 6. 7 `. ` . ` 74 � - - � , L�'l! .as 73.E � -73 7 I /- -Z3- 7 GAR�J3Z Z -757� 1 -75633 ! ' I I � � I _ LO : LOT - - _ I I FE-739 3 FF = FE �38.o FFE=7 7.3 \• .. %/f �4 �zx0o _ - zo `� IJ..I E 758� I^'IT=7465° / LOT / / 83- 17 633 R-74o. 0 1738 BSMT= z O I 1738'3 / 76 : \ 7 4 8 / I ` '' `�36� • ' 82 � 7 6 LOl' � _ 7- 7 j 7361 MT=7z o SMT=7z .17� BSMT=7 0 :. •,`l I - : • . `'. i `. - ( 1 M % I�I 593 75 1 6 -. • . • . • = I / I I • '. ` `. i • • '. • `�` •e • i. • � / LOT 7 8 SWM FACILITY & MAINTENANCE - 7 4 LOT 73 3 I I / / j - 7/ I I � I $1 � / I / \ • . J ' 1I � l 0xso -�.\ - � w LOT II 86 1 I. EASEMENT -D.B. , PG. - YD-5A I LOT I / I / / \ - - • ' f LL I / 1. LO I 1 I PROPOSED, /I'I / T3A I I ]9 7 z I / /LOT I ° I /LOT LbT - LOT NOTE CONTRACTOR SHALL ENSURE EDGE DRAIN PIPES 0 / 7 I I I (MAX. HT. = 6') / / I - ' I I - _ / / \ 7 8 \ . ` INSTALLED AND STABILIZED UNDER A MINIMUM OF " OF AGGREGATE o- _ J LOP 7 $ I - - z ROPOSED z' YARD DRAIN SYSTE I I I I 77 / 6 - TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. o i Q 1 WALL MAINTENANCE EASEMENT / o - - �_ _ / I \ 1 �\ y / 8 ( I - I _ L Ili /I NOTE: CONTRACTOR SHALL ENSURE EDGE -DRAIN PIPES ARE - lz 9 I - D.B.J;B. PG. / /733Tv/ 26 : < 73y L WALL MAINTENANCE EASEMENTHI I INSTALLED AND STABILIZED UNDER A MINIMUM OF OF AGGREGATE PHASE 1I LOT z D_.B. PG. - / 4' `.�' . • •, ��B s ® C: Q ° TO PREVENT CRUSHING DURING THE CONSTRUCTION PROCESS. ( I _I v�A A✓ - �/� �/ / PROPOSED VDOT STD. C_ °Xoo CV LOT/ �� r QUB!/O Ln � 73 GeRO Q i 1 ROq -i �14 i / i - ..- � �- - � - •- � � •`. / .. �: --- - � \ • A .PROPOSED WALL 'v',� • `• ' . . � . � � . /'V`� / / V - � .� ` `,C'. ` ��V i / � � / r � / ��/ , pLu /491 (MAX. HT. = 4') = - - - -�� / 7zo r - - �`� i / J / / 30 / R/�W LOT G J (MAX. HT. = 6') \ I - _� - �� / _-• r �'� �� S / / / 72 i /` / SLOPES STEEPER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX - - - / f / w F PROPOSED WALL. / ld : ,: \ I i �- \ / w i "PROPOSED UNDERGROUND STORMWATER MANAGEMENT WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF / / _ = �`• - ` / �2 / : O _ /. (MAX. HT._ 6') \I F FACILITY'C' - SEE VSMP PLAN FOR DETAILS 6o LBS. PER ACRE, oR 1 LB PER 1,00o SF, UNLESS SPECIFIED OTHERWISE (TYP JLn =� x ✓ / LOT / / (WPOzoz000053)i I' \ �! ioo WPO BUFFER (TYP.) - _ .- e S x - - / JOB N0. �. - -� _-- ----_ - - �CRAPHIC./-SCALE - �UJ � // 1 - c- / \ \ 182154 'SWM FACILITY 3o i' � 5 30 so 120 Z � / / - - 1 . _ SEE VSMP PLAN (WPOzoz000053) \ MAINTENANCE EASEMENT - w - / 7zo - SCALE LIMITS OF SUNNY FOR SWM OUTFALL DESIGN - - _ \ D.B. PG. U _ DAY DAM BREACH - 1oo-YEAR FLOODPLAIN YP. • - -� - - - _ - � - - v q / / / 3 / -COY O° O° ! �. \ / - - i -( IN FEET ) - w - �'.� ` •� -� / / 7. / SHEET NO. l:.inch -30/it _OPEMIX RATE OI LOT SE (TYP) \\ \ EE SHEET i1 t _n., \ 108/ 6�\\ \ \/ \ PROPOSEDzi'PUBLIC / / - /' \ \ —W 1 "" ` "\ \ // \ / - \ / DRAINAGE EASEME- - - - 1 \ \ �/ , SCOTT/R. CtTLLINSZ S /� / \ \ NTS \ D.B. PG. / - - - - - \ \ W \ O W \ _ - U No. 35791 � _ W W o 70 LANE \\ �\\\\\ \\\ \\ � /\ �/\,LOB\\ j "`•LL". • ` // / � _ _ _ _ — — — — \\ \\ — ' � t�Y, O \ O % � \ \ \ \/ / // \\�\ \ "�-?off•` / ,,- / - - --/ / Lu Lu v A / // / �-Lu cn / / \ PROPOSED SWM FACILITY & MAINTENANCE EASEMENT \ \.�+ \' �.� \ `\ • j j / \,\ / // // 1 £ / / -1 \ � _ � \ / �\ \ • ` \ " � 1 I / ' PROPOSED iz" YARD DRAIN SYSTE U \\ \ OFP\ \ -- I / / 1 yp_3G LIMITS M VA\R. WIDTH SWM FACILITY &" \\ : '� "�•' \ / DAM BREACH - _ _ _ - - - EXISTING SANITARY SEWER MANHOLE (MH-EX-iz) I /' -/ U c I MAINTENANCE EASEMENT : + ! -\ / \ 1 RIM TO BE RAISED FROM io' PRIVATE DRAINAGE EASEMENT 757.00 / w m . TO 6o.z D.B. PG. o i D.B. PG. \.•� :.` �� ,•\`.`".\ / - -__- - INV. 7 5 \ \ � / / _ � EX. INV. IN=74T73, EX. INV. OUT= 4T6 N £ �• z � I \� +.\ y,\ \\ `Y ,/ /' `\ I 1o'PRIVATEDRAINAGE EASEMENT PROPOSE NDERGROUND STORMWATER MANAGEMENT / . D.B.PG. / 8.67 \\ \ SLOPES STEEPER THAN i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX I ! W w \ / FACILITY'D' - SEE VSMP PLAN FOR DETAILS (WP0202000053) / l \ 3 / -1S _ C I / /' WITH ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS ATA RATE OF / / / / - % PROPOSED iz" YARD DRAIN SYSTEM o - \ \ a %\ \ \ \ f+ s"\+ • / 6o LBS. PER ACRE, OR i LB PER i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) / / / / ` ��io' PRIVATE DRAINAGE EASEMENT VAR WIDTH SWM FACILITY' \ " \ / / - - - 1 / / / -t \ \ O O 1 PROJECT BOUNDARY (TYP. 758 ooi �/ + 1 D.B. PG. LOT LOT Y;& MAINTENANCE EASEMENT O " -i• • � / T - � - - - I ) _ i \ \ \ `•a \ D.B. � PG. / �' / , - io' PRIVATE DRAINAGE EASEMENT V / /� jYD-6D - 2s 1 LOT / LO 3.22 / 123 of a: D.B. PG. I _� LOT 120 v v° (DA v\ v o� \y / P . ° o : `\ •\ 1 ` � \� 1 1 66 LOL 1 11 i cf T / II �y O O �•= 1 V / 7 / T G� m ^ A 4- O O O = / \`. t" r;•1' / / EXISTING SANITARY SEWER MANHOLE (MH-EX-ii) / 757. 1 �n m 70 , O \ SEE VSMP PLAN WPOzoz0000 / e. LL. " LL+ ` \ / RIM TO BE LOWERED FROM 762.9z TO758.o0 _ LOT �8 A v 1 ( 53)'' i / ,OQ v• `�' i'. A / - YD-6C c 1 (1 1 m ❑ n ip �' -i'-in - o . / \ FOR SWM OUTFALL DESIGN / �', `. , 1" EX. INV. IN 745.99, EX. INV. OUT 745.8z 756 6 162 / \ LOT 117/ / o .` o" / / L / 1 I PROPOSED iz YARD DRAIN SYSTE S o' �n + \ 1 I / - - - D— .67 LOT 11LF -� u A q I ° T RF-8A / 'vD-66 LOT -1 o 20' PUBLIC DRAINAGE EASEMENT 160 \ \ LOT 3.12 C o v _ w m RF-2i4 !. / D.B. PG. LOT \ 111 9 A v, ➢ PROPOSED 8"HDPE ROOF / \ 1S- a \� u, � 'a, • -� - � � � FOUNDATION DRAIN SYSTEM LOT 3.4 \ �'� log— iN M / / / / i / / / / ; YD-6 \ +00 LOT 10 TC '^ m A \ �7� 0 1 - io' PRIVATE DRAINAGE EASEMENT / io ` / 1OT 106 7 P �. ?w rw \ - D.B. PG. M 1y / 30+50 04 \ //' /' i'- D3 a nv - o �° w PROPOSED8"HDPE ROOF/ MI FOAP\Q9 - / / / / / \ / / ' / / / , : : ` _ m p " - - CP o w �� „FOUNDATION DRAIN SYSTEM31,5o i O g• 5 /� 60D\-M1 / / SWM FACILITY &MAINTENANCE EASEMENT-D.B.PG. / / • 'l`, • .. % -', • '- • ' - - 'o ' - - 6 B 8\.\NG ROO 1�M L �11 �1 C•R_ 75 ;;.� ! /' `0 4 M o fA / / / / / / / / / 5. •', . e . 'J J ll ems. \ o �� PROPOSED 8"HDPE ROOF/ 4 32+0 33 , BSM�74 51 • / / // / \ �/ \/ ;% .• F 754.67TB \� , + QEM 7 S o / LOT 5 /� _ io' PRIVATE DRAINAGE EASEMENT N DRAIN SYSTEM 5 1 FE=759' T-75 7 / R FOUNDATIO AI / ` 7 756TC / / \ / / / : \;:• \ /_ \ 10� 3-6LQy / 89 / / \ / / , • / / j T7.00 / l"\ M / 33+0 C �� 1 \ FE=7s9' 3 \ O 1 , / i `• " .' � - \ \ G' \ BSMT= 50 T \ /40 / - — , / / / / O '. /• y \\ / / / / / ws PROPOSED DRAINAGE SYSTEM A" � M5 ' �i A \\ T o 91 BSMT .00 - LO \7 \ � / � / �. - ' ,/ ':. • •� ' / /G R=75�33 1 - 3 +00 7s ' / / \ 1 1 / GAIN - / SMT=74 0- - - - LOT - C TY & LOTPUBLIC DRAINAGE EASEMENT..,. 1_ / - - - - \ \ / pD.B.A E,PG.34+50 - r = \ �MT57 �� \ _ \ \ SWM FA MPINTEN \\ / 6 / / j EASEMENT- D.B. PG. \ 101 / oo ' •. _ _ AR) 1 , B _ _LOT _ � \ � '.i •; . •; + �� / / • •y::,...: :::' \ :b s8 - _ GAR- 5b. -\- T-74 50 - � _ \ / R - - - - - - - + ROPOSED ST RMWATE • � � / • � : 8 Xo 9§- \ . •, . .• • , • , • , •.. • . • ✓-/ - G 1 � i '.� :• f / y: R / / ss SM \ LOT �MANAGEMENT FACILITY - \ � / 7sT33 r ':I• / � \ - - - \ - - /, • ' ,�', \ � � , • , • , - . • ' . • ,SEE VSMP PLAN FOR DETAILS-•, � J• BSMT- �` - • '/•' • %•' / \. \ \ ` \ l • ' ` (WPOzoz000053) � / / \ / LOT / /� y f _ - 6 4z - _ 7 '� 9 \ \ - \ j44 �; .; ; ; ; / ��/ f. '/ 100 / /' / BS T57.o8 - \ \ \\ \\ \ 6 _ \ \ \ _ / 56 h,: LOT \ ;.� . \ . A . v \ /."r' �r �m T =.�` 4 I 1 :'.�0 r . • �: - !- `• \ `. \ �' LOB \ \ �£. �. j •' / _ J / LOT /98 I 1 \ \ 14a 142 — — 13b ? �. �.. ja:378 RL• : . -1 / / / J\ _ 55 99 WALL MAINTENANCEiEASEMENT f - - - - `. _ % . `�. I ✓ \ 1 / o �� 4' - D.B. PG. 1 PROPO \ =- --- MAAX..HS6A \ �_ I/. .^� 1 101 / 742 ioo' WPO BUFFER _ - - - %.` \ ;� / / O SLOPES STEEPER THAN 3:2 SHALL BE PLANTED' / - 73 / '. / ." O \, �� 7- SWM FACILITY& \. WITH NATIVE STEEP SLOPE MIX WITH ANNUAL // \'� \ \ , • ` `'�. • / RYEGRASS BY ERNST CONSERVATION SEEDS AT -\-,_'�•�` /�\ f Z' E EASEMENT '. a\ / ,N \ ;- / AINT NA CE E O \ - �Sp- _ \ \ \ i A RATE OF 60 LBS. PER ACRE OR i LB PER 2,000 SF D'B' PG' \ -' SPECIFIED OTHERWISE TYP. / / \\ .,•" O \ \ SWM FACILITY & MAINTENANCES \ ' • ` ';:' � • '`' \ ( \ �\\ EASEMENT - D.B. , PG. \ _ " ✓ "f SWM FACILITY & MAINTENANCE \ _ a:" \�„� EASEMENT -D.B.PG. / i/ . C SEE VSMP PLAN (WPOzozoo0053)\ / // I OPEN SPACE H // „A e" /_ i r� - - - - FOR SWM OUTFALL DESIGN /. / .. /% O O / ... \ r/: .+ „_„_„_„_ a (WPOBUFFER _ PROPOSED VDOT STD. ES-i & CLASS Ai RIPRAP LINED " �` ^'° """'' O OUTLET OUTLET PROTECTION w/ FILTER FABRIC - / ' LIMITS OF SUNNY _ „ •" / /// O O O O 5.2�3 A6 O O O UNDERLAYMENT (L=zo', Wi 6', Wz=iz', D=z.S') / DAY DAM BREACH - i / /- ,,.�' // O j O O 8 0 O EXISTING STR EAII I \\X% j / a f '_ I / / / O O a Q e O O . O O �\ O Oj A _ ,.,,. ° Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Pro\4ded (feet) 53 24 7.1 18.2 24 55 24 8.6 21.2 24 57 24 9.6 23.2 24 0 o p / / GRAPHIC SCALE -- / / \ O O _ o IN FEET '� 1 inch = 30/it.---- \ - - - - - - -- o \ / f ECTBOUNDARY(TYP.)/ \ ° 7 (D \ . \�,..t < ROJ r'ioo YEAR FLOODPLAIN / • O - \ \ , o 0 0 0 @ o L9 LU H O LU Y in C. Z LLU U U) AM z LU 0 LU Q Q 0 Q ��Q J LL LU J Q zz �a LL. 0 1 W N 0 LU z � o 2 ,,tenn V LU LU (�� `J z U) LU J G w Ln JOB NO. 182154 SCALE III _ 30' SHEET NO. 13 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNEC7701V TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON VDOT. THIS PLAN AS ( ) DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT WIERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VOOT UNLESS OTHERWISE N07ED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROMED IN ACCORDANCE W77H THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSMUCRON. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTTLIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VER77CAL). KHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR 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. B. UNLESS OTHERISE N07ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE CONS7RUC77ON INDUS7RY (29 CFR PART 1926). PROPOSED STATE MAINTAINED ROADS: NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 210: SINGLE FAMILY DETACHED UNITS 9.44 0.74 0.99 94VPD 7VPH 10VPH PHASE IIA - 10 DWELLING UNITS PROPOSED _ 47 ENTER 47 EXIT 2 ENTER 5 EXIT 6 ENTER 4 EXIT ::jiiratc`s3%dY OT L - m 264VPD 21VPH 28VPH L°T _ LOT B h9 PHASE IIB & III - 28 DWELLING UNITS (132 ENTER/132 EXIT) (5 ENTER/16 EXIT) (18 ENTER/10 EXIT) L°* `w°o r ® -"' CODE 220: SINGLE FAMILY ATTACHED UNITS 7.32 0.46 0.56 366VPD 23VPH 28VPH PHASE I - 50 DWELLING UNITS PROPOSED O (183 ENTER / 183 EXIT) (5 ENTER / 18 EXIT) (18 ENTER / 10 EXIT) °T L 102VPD 6VPH 8VPH PHASE IIA - 14 DWELLING UNITS PROPOSED (51 ENTER / 51 EXIT) (2 ENTER / 4 EXIT) (5 ENTER / 3 EXIT)- L°T a6o r PROPOSED- 145 DWELLING UNITS 1062VPD 67VPH 82VPH 1 `°T LOT - 531 ENTER/531 EXIT 15 ENTER 52 EXIT 52 ENTER/30 EXIT - iO3 ,s4 LOT 888VPD 124VPH 156VPH ;°' TOTAL- 247 DWELLING UNITS PROPOSED 1,s \ "'- 944 ENTER 944 EXIT 29 ENTER 95 EXIT 99 ENTER 57 EXIT ;OT 1 LOT *TRIP GENERATION CALCULATIONS BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) -I- UIli- LOT - m ' 1 loT ss LOT F J L LOT LOT 1- ' - - -� I -i LOT 167 OT _ (^\ 33 L LOl ai / LOT II LOT a�a ,G g6 _ GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. >a� LOT aB6 LaTi 187 F. 0 ____ -�^� w � II III ITT "•, ,sue 4 r II - cL ■C^ I� Au A ° 83.2 ADT C� No. 35791 a O 7 29 22 4• 2:11-Vv Co mho TRIP GENERA 1"=100' ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR I OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE I C� I 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NOTE: PROPOSED LANDSCAPING TO g ON-siREE, PARKING axe -sloe T) COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE R unuzE ouTER 3' of PLANnec STRIP R /W (xRD�E IxacATm ax PLAN 41EEQ /W DRAINAGE: PER 3' CLEAR ZONE REQUIREMENT BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. Q CG-6 POINT OF 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE 1 FOOT. 4" CONCRETE CURB &GUTTER CG-6 4" CONCRETE C C fTE ( ) 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS 3' FINISHED GRADE SIDEWALK CLEAR ZONE CURB & GUTTER SIDEWALK 2. STANDARD UNDERDRAINS CD-1 OR CD-2 OR UD-4'S TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE 37 -I SURFACE 3'1 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'� 3'T AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON 6' PLANTING PLANS. VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN 6' PLANTING 4" w0T 2fA STRIP STRIP 4" wor 21A 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL / STONE BASE 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' TRAVELWAY 13.5' TRAVELWAY 2. 6 5 1 , PAVEMENT: SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 31'F/C-F/C 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, 56'R/W- ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. B OR C). TYPICAL NEICHBORHOOD STREET SECTION (56' 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 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. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. PARKING ALLOWED ON ONE SIDE ONLY, DELINEATED WITH "NO PARKING SIGNS OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT I NOTE: PROPOSED LANDSCAPING TO FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND RIIW UTILIZE OUTER 3' of PLANTING STRIP CIL R/W TYPICAL SINGLE FAMILI Y ATTACHED UNITS VOID. I PER 3' CLEAR ZONE REQUIREMENT I 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM 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. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD TOP Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp McComb Street / Cling Lane (Public Road) 400 2 420 4 4 11.74 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Rambling Brook Lane (Public Road) 900 2 920 4 4 14.47 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 8 0.6 14.93 Dunnagan Drive (Public Road) 100 2 120 4 4 7.38 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Lc2d Lane (Public Road) 100 2 120 4 4 7.38 ISM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 113.73 Litchford Road (Public Road) 150 2 170 4 4 8.59 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Hudson Street (Public Road) 95 2 115 4 4 7.23 SM-9.5 1.5 2.25 BM-25 13 2.25 121A 6 0.6 13.73 Mercer Street 120 2 140 4 4 7.92 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73 Dupree Street Street 108 2 128 4 4 7.60 SM-9.5 1.5 1225 BM-25 13 12.25 121A 16 0.6 13.73 l 5' WOE CONCRETE 3 CG-6 CURB &GUTTER POINT OF FINISHED GRADE CG-6 CURB &GUTTER 3' S' N1CONCRETE SIDEWALK CLEAR ZONE EWALK CLEAR ZONE J SIDEWALK I I SURFACE I I 6' PLANTING •'•• -`, 6' PLANTING 4" STRIP 4' T )� 4"2T STRIP 4' wOT 2fA BASFE B STONE S 2 SUBBASE STONE BASE sroNgE B25 srO B2 SNEE 5 6 5 6 5 ,0' ,0' (TRAVEL LANE) (TRAVEL LANE) ' 24' F/C-F/C ' 49' R/W TYPICAL NEICHBORHOOD STREET SECTION (4`9 ' R/#r) RANBLINC BROOK LANE, LI7CHF0,R,0 ROAD, HUDS'ON 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 DI POINT OF 5• WIDE CONCRE/E 3' CC-6 FINISHED GRADE 3' SIDEWALK CLEAR ZONE CURB & GUTTER CG-6 CLEAR ZONE S / /SURFACE CURB & GUTTER I BASE SUBBASE Wig �, �'X !' PUN1M6 gll. 25, D• O�PNgIG WIP-0Uf �PUN�1M6 SIRP _ II (TRAVEL LANE) (TRAVEL LANE) I � R/W �� TYPICAL NEIGHBORHOOD STREET SECTION W/ BUAfP- OUT PARKING (55' R/#r) BUOSON STREET DUPREE STREET JIiII STREET, & LEXI LANE (ALL PUBLIC RO.ADS) OF CS=SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 NPH CONDITIONS INDICATE. CURB 4 2 R PARKING ALLOWED IN BUJIi IUTS ONLY - SEE SITE PLAN FOR LOCATION OF BUJiII 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 1'-y 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS ' SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. . , .. PAVEMENT .a a 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS 6° APPROVAL THE PROPOSED METHOD OF CORRECTION. MIN. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE STANDARD CG-6 STDOT ONE#BASE68NOR CURB I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING CURB & GUTTER & CHECKED BY VDOT AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS NO SCALE PRIOR TO PAVING AND/OR APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. BACKFILLING. (VARIABLE WIDTH) 4" CONC. NOTE.• 3, 000 PSI AT 28 DAYS, OR STRONGER 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE EXIST. GROUND EXIST.GROLI WALK EXIST. GROUND GT 21A / BAST 90EMAIK 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 Io') ____ (17'X 10') LENNOX I, LUCAS -------- -------- ,I LUCAS LUCAS li i6 it li I I� it ai_B„ II I 39'-8" 5 SIDE SETBACK GARAGE GARAGE (1ix201) GARAGE (11'x 20') GARAGE it (11 x 20') (11 x 20') it I I _ I I I� I 4 L 10 18 IN - - RIGHTOFWAY 5 fv11N:'SETBACK 57 ` ;. 25'MAX. SETBACK° a '12.•`. CG-6 CURB PROPOSED ROADWAY ASPHALT PAVING - MILL & OVERLAY NO SCALE 35 NT ASPHALT PAVING - PUBLIC ROADS NO SCALE ;E N LL Cy) O N LL 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 N LU w 0 u z Q W (rW V z LU U w LF w Ln d m JOB NO. 182154 SCALE AS SHOWN SHEET NO. 14 ACSA GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE 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 (1-80o-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. g. 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. 11. 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 ATA 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. JUNCTION BOXES. TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - - lily*I i 10'= 5' 111 III_ 5_I I f WATER SEWER 3 0 Ei £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) EASEMENT WIDTHS, WATER OR SEWER UNLY - 20' MINIMUM WATER & SEWER 30' MINIMUM Rt SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER It SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90e TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS Splash Block Instructions e.n""u .zwaxe emn,e y Patentpendingcutout to allow mae rcmlg az:axmry, ma"x"..ma S1,11 for Rtment ofdownspout with o dth,f"onawl"nd"peaa"ry ,o low dearznc f Ib w hh.n. m.,. m"„m m.gmnburan, 1- a raw F Water directing chevron pattern reduce, washout AMERIMAX Hole fofspahblockpikeat front of °plaahblock allows RmMnwixom 1 800-347-2506 it to I,e secured to ground (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIN T BOLT CIRCLE. V 1' [25mm] r c P D z 0 O O '1 M M NTS FIG. W-1 2" (51 mm) LETTERS (RECESSED FLUSH) 12) CLOSED PICKHOLES 1 1/2" ( F [38mm] / Nh._(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS D 27 1/2" ci [3Bmm] [699mm] m 26 1/4" DiA 7" r [667mm] [T7Bmm] 28" DIA 90 [660mm 1/4" (6mm) DIA] 24" DIA NEOPRENE GASKET O[fi06mm] 29 III " DI DIA 6/9" �•r�•� I 1 [72zmm] [1 M] 23• DIA 1 1 1 1584mm] - 36" DIA 25" DIA [914mm] [635Tnm] FRAME SECTION O.D. OF GASKET GROOVE SECTION (cn 11 (25p"))3HDn WILE / " 2] 1 2 D14 [38mm] BOLT [699mm] 26 1/41' DIA 7" [667mm) r [178mm] [38mm] 3 7/B" [79mm] GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8•�4. I 81, INITIAL BACKFILL 8.24 IN e„ MIN MIN. MIN. MIN. r _ 6" BEDDING M .+; #68 STONE * 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 e„ 4 1 INITIAL BACKFILL 4 MI 8" 9" B. SOIL MI . MIN. MIN �MIN. m_ 8 STONE :-GRANULAR FILL AS �;ti, 2 APPROVED BY ACSA % S±,hE;.r:-i'•'i'" ST CKa STABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 T' COMPRESSION In 31e MATE PIPE COUPLING OR APPROVED EQUAL NOTE W SWEATOI FlTmCS DUAL SERVICE SINGLE SERVICE NOSE i) SADDLES SNAIL ME USED ON Pvc PIPE. 35" MIN. 1/8 BEND COUPMN6,� /` y / Lr, [722mm) 36. ON O O L914mm] [BBOm 1 1/2• 13/16m [38mm] FRAME SECTION [20mm] 2• (51mm) LETTERS (RECESSED RUSH) 3 13/16" 1.79mm] 6 22 13/163Mm] •� 2 1/8" [579mmI [54mm [97mm] • 25 11/16• 1 3/8" [635mm] • ( [11/16 [35mm] 9/16" O.D. OF GKT GROOVE [14mm] SECTION VIEW 1/4" (6mm) DIA CAM SEE aMY NEOPRENE GASKET' DEVIL (2) WSHR 1/16 X 5/8 X 1 1/2 [- laoo" PARra OWS1045 S ` W (P�iC10Mw9 [Smm 1 5/B" RUBBER(2) BLT HEX 5/8-11X3 1/2 55 2400• [41mm Pki 00951250 1 1/8" (29mm) DIA BOSS [6mm [7 /2, .53 VIA. STAINLESS STEEL ROD (2) WSHR 0096 11 I 1.50 � SS PLAN VIEW PICKBAR ttJ LOCKLUG HOLE DETAIL 2) NUT HX s/e-11 2N NYLK NOTES PART�I 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX .NAI 3/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART/ 00081228 3, COVERS SHALL BE FXED TO FRAMES NTH LOOKING LUGS OR SIMIUAR ASSEMBLY. TYPICAL WATERTIGHT (c'M PARra 00 LUG 3596 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S-1-E TO-32 Q FOR USE ON ATTACHED SWOT£ FAMILY RESIDENT& SERMCES OR DUAL RESIDENT& AND WNDA11M SERMCES. I� I� 2' IL `'9MPRESSION a 3/4' MATE PRE CQUPUNG PPROVED EQUAL -OR USE ON DETACHED SNGIE FAMILY iESIDENTER AL SMCE WHERE AN IFOMATON IETER IS NOT PROVIDED. IRON W _BNSHED GRADE --CgiPgiATON STOP g+'x•+r`.^C� C,++ IL,y �ORIq( AS q r,. NECESSARY SAND OR OUST UNDER NO MO SETTER (2-INCH 'Tah�K�aA1MC i ?. .. 'yT'r" 4' DIAMETER IX°AN PPP. 12- �*.'}d LM0 STONE POCKET. VDOT MINIMUM THICKNESS) valA Y4$'4•SpIA_V<, *,>�� lSA SPEC. 203, NU. 57 AOOREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. (FEET CU.YD. BEND I L I H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2 00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2,15 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2.63 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.1 B 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL 6E RESPONSIBLE TO THE VERIFY THE TYPE & S1ZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS FIG. W-3 TD-3 COVER LIFT NOTCH 12 3/87 WATER CAST IRON LID d NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE NTH PART V. SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE"+,•. •" EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALLN.A+ MIN. 12" CLEARANCE BE PREFORMED BY .^• BETWEEN EXISTING PIPE MANUFACTURER OR ''r ' AND STONE BEDDING SAW CUT TO FIT PIPE ''•.• _ OUTSIDE DIAMATER PLUS B". •� �''• 12" THICK VDOT ND. 68 STONE BEDDING 6"xe"x16" AND 4"x6"x18" SOLID CONCRETE BLOCKS j1 I'IW/RISER WALL(4 EACH) DOGHOUSE MANHOLE BASE WALL ( ,.Jill l......,ll„. L.......... „.,...,.I l..... 11„.,Ill„111„.11,i i,ii„illl, iliii iii 1, 11111, 111„1 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S-1-A WITH 3.000 PS CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH P-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12• MIN. CAST -IN PLACE 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW „IIIII,iiil, I...,I,u . „.,;,,llll,,,lllillll11111.......... „ Ili „ i, i,,,, I,. „.. „ ...... NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION WT.S FIG. S-1-Al TD-26 TD-13 H- w J Z 1 / l�a � \ i i 1 12" NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE 1 LOCAL STANDARD. LENGTH OF BRANCH VARIES 8' MIN (270) 2' TO 10' 18-2�VALVE 7 CU. FT BOX 068 STONEI III 4" DIAMETER BRANCH AND VALVE - WATER M 6" GATE i ". �., •�.I VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST •; °.r �'�� +' BLOCK AGAINST } `1'•'•I UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED O)M EN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 VE BOX RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") PLUG VAKILS THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK `D METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS `\\\ VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 71 BRANCH i 21 FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE__ I SECTION SERVICE LATERAL IN LINE WY TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL v FINISHED GRADE 1411111111111111 D I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID II z u z N a M.J. GATE VALVE WATER LINE ' I 1_I 2500 P.S.I. CONCRETE 8 e 2'x 2' BEARING AREA. THRUST BLOCK •, 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE TYPICAL GATE VALVE NTS FIG. W-5 TD-9 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED Jy CONCRETE SECTIONS 12" MIN "0" RING SEALS • II MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH OF FLOW FILLETS '+ CHANNEL TO BE 3/4 DIAMETER OF : CONTRIBUTING .+ --=-s---- SEWER. < 4 " 12" A FILLETED INVERT OR A SMOOTH ' '•d 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, UFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TA-25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MT 8"MIN INTIAL BACKFILL* EMBEDMENT 6" LIFTS * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER No. 68 STONE - _ HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 No. 35791 a 7/29/22 Zz O I C O a U DO H ~ w (n z J L 'll•♦ O F u i z o WO�U n N NLOU 17`4 ON Q M ON o Ln E rn LU (Y') 1 C) z N � W 01 17 LLN Q N z w N a > a LU J J_ ® > O V / W o� J F_ 1IIII- 0 o z _ LL 06 U W Uj LU O UlU) z /r LL I VJ W J LU W � V C CD Q 0� N (n U Q W 1- 0- w W w d JOB NO. 182154 SCALE AS SHOWN SHEET NO. i5 745 745 745 745 �T OFF O �� SCOTT R. LINSZ C� No. 35791 � VI �� 7/29/22 4Q SIONAL E��t En ASSEMBLY � PR o U (Al 7\77 V ZZ Ln o ¢ o O' m F�1 Ln D Z 0 J z .a. O O F w n z WLu J w 0 0 WN Ln w NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN 10+00 10+50 11+00 11+50 12+00 12+50 SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 LITCHFORD ROAD PROFILE INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 VERTICAL GRAPHIC SCALE N NLu NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN s O z.s s ,o zo ¢ M rn AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL o SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN IN FEET ) AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 1 inch = 5 £t. SPECIFICATIONS, SECTION 302.03G. NOTES: HORIZONTAL GRAPHIC SCALE 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 Z 1. ALL FILL TO BE PLACED AT 95%COMPACTION. W z. MINIMUM 3F3.'OFCOVER CALSEP SEPARATION D OVER OMSTOW/L. o O zs so oO zoo RAMBLING BROOK LANE PROFILE 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM C`7 SEWER & W/L AND y.S' OF SEPARATION BETWEEN W/L & (vj 0 SANITARY SEWER MUST BE PROVIDED. ( IN FEET) s Cn 1 inch = 50 ft. N 770 770 M CW HIGH PT STA: z7+17.00 LOW PT STA: z7+5 .0o HIGH PT TA: o+ 1 � G HIGH PT ELEV: 748.88 LOW PT ELEV: 749.69 3 47 3 PVI STA:26+ z.00 PVI STA:z + HIGH PT ELEV: 75837 N Q 9 7 75 o LOW P STA: 34+01.6 PVI ELEV:748.z7 VI ELEV:750.3 PVI ST V:7S8. 67 w/ EMEECTI N OF ACCESS RRAMBLING BROOK LN (STA. o+ 1) LOW T ELEV: 754-97 m 765 K:z8.z6 K:3735 PVI EL V:758 98 w/ EMERGEN Y ACCESS ROAD (STA. to+oo PVI TA:34+14.17 765 N K: l.o N Q LVC 15o.00 754 9 ■ , o ff O 00 o m o a K:26.25 i� �� ® J o n 9O0 0lp o N ^� ^o OW PT STA: 23 84.00 ^ + °^ + ? +°o ^ o) w o) � VC:80.o0 OW PT ELEV: 36.79 ko u ^� ^ oo + + N Q a > w ]60 PVI STA:z4+3 .00 ,� j n ° `wz PROPOSED GRADE + ^ w ^ ]60 J Q J > > > > U m U �u M w o w J Q LI K:33.24 m w m w > > N U J N U O LVC:loo.o INTE SECTION OF RAMBLING BROOK LN (STA. 26+ ) m W m CO z Ir w ® � O�// o a) oo v w/ DUNNAGAN DRIVE (STA. to+oo) 1'O59 � Q LJ LL 755 W It m M N. m- \7L z ooMo 755 I +^ +^ " u " Lu gWo I L L9 O W in > Ln > 3� PROPOSED FIRE Q Z U m U w (TYPO PROPOSED VDOT J > > HYDRANTASSEMBLY m w PROPOSED 8"x8" TEE STD. CD-z P� J PROPOSED FIRE HYDRANT & (1) - 8" G.V. 15 _ 750 w 1: ASSEMBLY w/8"x6"TEE PROPOSEDIAIR-RELEASE VALVE 1.4 750 W a z ci 1 I- " 64A PROPOSED 6" - 45° BEND PROPOSED STORM Y Lunn o PROPOSED GRADE FI L 52A PROPOSED 8"x6" REDUCER & 6" G.V. SEWER CROSSING L1J N 74 W Y 4 (TYP. PROPOSED STORM 60A 745 'W^06 SEWER CROSSING PROPOSED STORM v INTERSECTION F 0 m wA3-5" 1 PROPOSED 6" CL. 5z DI WATERLINE SEWER CROSSING L7AMBLING BR OK LN (STA. zz 45) F ZQ /MERCER ST EET (STA. to+o) z y EXISTING GRADE ROPOSED 8" CL. 5z DI WATERLINE EXISTING GRADE WO Ln m W s' SoA Lu74 F i J PROPOSED STORM 740 SEWER CROSSING PROPOSED STORM 39 PROPOSED FIRE HYDRANT W 4.0 SEWER CROSSING ASSEMBLY w/8"x6"TEE W 73 y zO% PROPOSED 8" SANITARY 735 Lu L.1L�� IL SEWER CROSSING `/ TYP.) 1, PROPOSED 8" SANITARY PROPOSED 8"x8" TEE 6 7' SEWER CROSSING & (3) - 8" G.V. PROPOSEDSTORM SEWER CROSSING ROPOSED 8" CL. 52 DI WATERLINE 73Q 0C) 2:3' 3zA N < 16A PROPOSED 8"x8" TEE Q & (3) - 8" G.V. PROPOSED 8"x8" TEE PROPOSED 8" SANITARY W 72� & (3) - 8" G.V. PROPOSED FIRE HYDRANT SEWER CROSSING 2 ASSEMBLY w/ 8"x6" TEE 725 F- o w CO N N m 0) M M N Ln 0) m O Co Ll M w O H � 0) L' -.t m M ' M co Lll M 'i N I- � O) ^ w 00 .t ci N 0) M ^ M ^ 'D H C' 2 ri 1� M O N ci N M In �? lD N ei O 00 O M O) d 0) d 00 M 0) .t d {n �t M O w d ^ 1m � W O O ,y O 00 6 O o6 S �t ,y ri n'1 S I� '.O 0) W H W M ^ d ^ �t M 'i O y, 0) 0) y) ^'� M ^� a a It "� 't 't a a 't a Ln s in `^ `^ Ln rl Ln �^ in Ln Ln �^ Ln �^ JOB NO. ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 182154 SCALE 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+5o 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 V:1"= 5' H: 1" - o' RAMBLING BROOK LANE PROFILE SHEET NO. 16 LOW PT TA:lo+ 7.50 LOW PT ELEV: 7 8.71 PVI STA:lo+80.00 LOW T STA:10+15.o PVI ELEV:7zg. K;47,65 6 HIGH PT STA: 1+6z.5o EXISTING GRADE 74o LOW T ELEV:7z7.g1 LVC:45.00 HIGH PT ELE : 73y.38 740 PVI TA:lo+l5.00 � END OF LITC FORD ROAD PVI ELEV:7z7.86 °v, � � PVI ELEV:? 0.93 (STA. lz+o3) K:z.50 v^i°N° N K:47.6 VC:lo.00 o w LL^� LVC:45. o 735 � � S � m W °� N �� 735 ri N N N N M �p 0 o N� N w N w NU ;m v ;w vi >m U ;w2pp% m W 73o .9�°/ 730 PROPOSED GRADE PROPOSED TYPE A " •o fi 2•pO% 3'S BLOW-OFFASSEM HIGH P STA: zl+7z.5o HIGH P ELEV:734.z5 INTERSECTION OF AMBLING BROOK LN (STA. zz PVI S A:zo+6o.0o 45) PVI LEV:73z.8g w/ MERCER STREET (STA. to+o ) :z7.z6 74o L c:��5.pp 740 OW PT STA: 1 +38.00 � + INTERSECTION OF ri + t LOW PT ELEV: o9.7y RAMBLING n ^ ui BROOK LN (STA. zo+zo) 735 PVI STA:18+35�50 PVI ELEV:71 �°+' � w/LITC FORD ROAD ( TA. to+oo) V W y2o% 735 .66 PROPOSED VDOT m W FI L ( P. LVC:y95.o� STD. CD-1 o � o PROPOSED VDOT m o Z o°Do. m ,°v PROPOSED � STD. CD-1 73Q N Y mw GRADE , 73Q ui z. >m � >W m m w ' 5� Z i6A 2 7 5 00 2 7 5 m 3'N PROPOSED FIRE HYDRANT PROPOSED 8"x8" TEE z 4:1' ASSEMBLYw/8"x6"TEE & (3) - 8" G.V. \�-pROPOSED H x PROPOSED VDOT 12A 8" SANITARY ]20 p � STD. CD-1 PROPOSED SEWER STORM CROSSING SEWER CROSSING 7 20 � � RO NDABOU Q YIELD POINT W � � PROPOSED 8"x8" TEE STA 16+88 & (z) - 8" G.V. 715 715 EXISTING M ROAD EXISTING GRADE _ .GRADE GRADE ILL .o%FOR TYP. I ITIAL 50' ]10 ' ROPOSED 8" CL. 5z DI WATERLINE ]10 1. 2,00 EXISTING 8" CL. 5z 8A DI WATERLINE REMOVE EXISTING BLOW -OFF & 7Q5 EXISTING TIE -INTO EXISTING 8" DI WATERLINE 7Q5 z.5' 8"x6" TEE (z) - 8 G.V. PROPOSED 8"x6" TEE TO EXISTING STORM (1) - 6" G.V. FIRE HYDRANT ASSEMBY SEWER CROSSING RAMBLING ROOK LN C/L TA 18+08 DUPREE STREET C/L STA to ]00 00 ]00 O In 0) O W O) I� W d l0 In N M I� �0 O) O) l0 .t rl N n N O O ei �t t0 W N W W �t In W N rl W M ^ T M M N nl O O) � O �rl S f l0 ^ ci N OD � O) O M N M M � � S y) M 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. z5 HIGH PT ELEV:763 54 PVI STA:11+70.25 PVI ELEV:763.o6 O K:17.g6 LVC:50.00 w Ln LOW PT STA:1o+15.0o LOW PT STA: to+6z.5o N N r LOW PT ELEV:758.1z rom LOW PT ELEV:759.02 ,;, , z PVI STA:1o+15.0o PVI STA:11+oo.00 ' `rl + °. X 770 PVI ELEV:�c8.o� PVI ELEV:759.77 N w .+ w w HIGH PT STA: 22+43-77 HIGH PT ELEV:749.00 PVI STA:21+86.27 PVI ELEV:748.41 K:59.96 LVC:115.o0 I\n FO of HIGH PT STA: 27+78.52 117 n w n Lu HIGH PT ELEV:756.8z 0 Ji > L i > PVI STA:z7+45-93 °+D > m > w PVI ELEV:757.29 N w 9 770 LVC:1 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.o0 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:4o.o0 °o rn o a coo v^ n Ln oo + + � N mw 1n> �> um uw mLLu 770 g+5o.o0 00 LOW PT ELEV: 751.94 r m a o PVI ELE :75733 +� PVI STA: 6+00.00 00 Ln 0 u, K:S -48 N PVI ELE :75z.65 0 + W LVC: o.00 ]65 Q K:6 LVC: 99 Nw vi > N Vl > o M o m (z) PROPOSED 6" 450 BENDS TO CONNECT 40.0o u m u w ° ° 1O WITH EXISTING 6" DI WATERLINE. TIE-IN T w °o rn °o 00ca L w + ^ + 6" DI WATERLINE WITH PROPOSED 6"x6" T w m v1 ^ � Cq n V n v NOTE: 6" G.V. SHALL BE CUT INTO THE EXI ^ m+^ 0O W .. v in w w TIE-IN O EXISTING C ING LANE 6o M m .. V > Ln> V m STA3orz3 7 U m um Vw GRADE INT RSECTION O CLING LANE (STA. 29+33) w/ 760 g " w m INTERSECTION O Lu ROPOSED TIE-IN TO EXISTING MCCOMB STREET LL O Lu DUNNAGAN DRIVE (STA.1z+75 / ° EXISTING 6" DI MCCOMB STREET (STA. z6+S3 O v~ w/ LEXI LANE (STA. 13+64 1 0°6 .00% WATERLINE TA 22+46 755 Lu U 3 s' 755 w PROPOSED VDOT MIN. EXISTING GRADE F STD. CD-z 1.5' Z 3.18 46A EXISTING OAD 1•°3% � 5' 750 GRADE 5 750 PROPOSED 8"x8" TEE PROPOSED SEWER STORM CROSSING �PROPOSED8"x8"TEE 3.5' & (1) - 8" G.V. MIN. 48A & (z) - 8" G.V. ROPOSE 6" CL. 52 DI WATERLINE 2 94% PROPOSED 8" CL. 52 DI WATERLINE � 3 PROPOSED 8"X6" REDUCER 745 PROPOSED 8"x8" TEE 745 STORM & (3) - 8" G.V. PROPOSED STORM PROPOSED PROPOSED FIRE HYDRANT SEWER CROSSING SEWER CROSSING ASSEMBLY w/ 6"x6" TEE J 7REMOVEXISTING 66A PROPOSED 8" SANITARY EXISTING STORM SEWER CROSSING 740 SEWER CROSSING BLOW -OFF & 740 TIE-IN TO EXISTING 8" DI WATERLINE PROPOSED 8" CL. 52 DI WATERLINE MCCOMB STREET CLING LANE EXISTING 8" CL. 52 735 DI WATERLINE 735 N H c0 M O.nt 0�^}1 O nf^ 0Sn1 0^) O ONn D O^ Lnn Dr'1 M^ mn O On 0^0 0^) 0^0 lD n OVn co M 00 �ut> 0)co 0) vOVlll W D W W O NnD ri V V l oO l 00 f^ Ln n ^ � ^ n ^ n n n ^ Ln ^ ^ ^ n ^ n ^ n 20 Lu 770 K:z.5o :z u u VCo.00 LVC:5.0o m w ZJ m. ON �1 O LN 1O ol kD o V) V WVW w 765765 t>.� m > w u m PROPOSED %1 > Lu 1. m w m GRADE MILL & OVERLAY EXISTING DRIVEAY 760 76o 3 5' 4.6g% 0 °0 2.0 0 M N. EXISTING 8" DI ZD FOOTER FILL PROPOSED 8" CL. 52 WATERLINE _OFROAD) (TYP.)� DI WATERLINE STUBOUT 755 °' ROPOSED 8" - 45° *BEN 755 RSECTION OF PROPOSED 8" - 45° BEND REMOVE EXISTING PLUG (STA. io+oo) (STA. 30+S1) XISTING GRADE & TIE-IN TEXISTING 8" DI WATERLINE PROPOSED 8"x8" TEE 750 & (1) - 8" G.V. 750 N n?M F lD NO P41 N 'O W ID Co 10+00 10+s0 11+00 11+s0 12+00 12+50 13+00 EMERGENCY ACCESS ROAD PROFILE] 21+So 22+00 22+So 23+00 23+50 24+00 24+50 25+00 25+So 26+oo 26+50 27+00 27+So 28+oo MCCOMB STREET - CLING LANE PROFILE NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. LOW PT STA:10+i5.00 LOW PT ELEV:747.94 LOW PT STA: 10+53.17 PVI STA:10+15.00 LOW PT ELEV:748.6S PVI ELEV:747.89 PVI STA:11+05.67 K:z 5o PVI ELEV:749.70 760 LVC:10.00 K:26.38 LV4105-00 o m o rn N Lu0O N Lu FcDo OPOSED GRADE 755 m W RAMBLING BROOK L (STA. 26+93) 750 z °°9 PROPOSED VDOT STD. CD-2 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 735 VDOT 2.p0% 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. H I G H PT STA: 12+33.13 HIGH PT ELEV: 75633 PVI STA:12+o8.13 PVI ELEV:755.83 K:1z.56 LVC:5o.00 i M i M ni It n m Ln + ^ N n It > °>1 > �o m w 3. 1.2' DUNNAGAN DRIVE (STA. 12+75) w/ CLING LANE (STA. 29+33) 76o 1.7' PROPOSED STORM) L-PROPOSED 8" CL. 52 DI SEWER CROSSING PROPOSED STORM SEWER CROSSING PROPOSED 8" SANITARY SEWER CROSSING r. �t ~O M n^.1 D1 ,MV l0rl 755 PROPOSED 8"x8" TEE & (z) - 8" G.V. 750 =D STORM ROSSING 745 10+00 10+so 11+00 11+50 12+00 12+50 13+00 DUNNAGAN DRIVE PROFILE L I NTI LEXILANE I 740 RAMBLING BROOK L 735 IN10!3 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 zoo? ROAD AND BRIDGE SPECIFICATION 303.04 LOW PT STA:10+50.00 LOW PT ELEV: 739.21 PVI STA:11+35.00 PVI ELEV:740.91 K:z6.13 LVC:17o.00 76o o HIGH PT STA:13+10.75 HIGH PT ELEV:75330 PVI STA:12+71.50 PVI ELEV:752.52 K:12.o7 LVC:78.50 N �m rn .0+ vM r\ M n ij Nw V > n > W w m + w 3 N D + In 0 "� ON EXISTING EE & (z) 6" G.V. 3TING 6" W/L. 76o o Z w M N � OF-m �_ w U) O V H V Lu V m V w j J O 755 m W Lu Z W U 755 LOW FT STA:1o+15.0 LOW TELEV:738.56 PVI TA:io+lS.00 PVI ELEV:738.51 75 O K � 5o VC:lo.o0 EXISTING GRADE 75 O °o w °o o y(0 N M N M ° w .°+ ui PROPOSED GRADE PROPOSED 8"x8"TEE 745 U m U W & (3) - 8" G.V. 745 m w 3,5' PROPOSED FIRE HYDRANT / MIN. 1'3' ASSEMBLY w/ 8"x6" TEE 740 34C 740 .o f 2.00% :RSECTION OF PROPOSED STD. CD-2 VDOT PROPOSED SEWER STORM CROSSING STA. 10+00) w/ N (STA. 24+66) 735 735 13' PROPOSED STORM ROPOSED 8" CL. 52 DI WATERLINE )SED 8"x8"TEE SEWER CROSSING & (3) - 8" G.V. 35 730 730 O W N N n� M Ny n O1 ID Vl Q N 0 � � M It ^ n 01 ^ n ^ n 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�l a 7/29/22 _i a Z Z o O� HLn m 0 J z O .a F u ` z z o > o �W/ IJ. 1, I inU) F Lu U) L�1 z Lu 0 z Q z Q iuj V1 0 J_ 0� O LL Q z z_ J u_ W 1 Lu (n o6 2 Q W Lu Q a Lu G� t 0 w D L° JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 17 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 E 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: 0. 745 O O1 Q1 ri m v I�L - R N PVI STA: 3.2+98.23 PVI ELEV: 748.89 PVI STA: 11+07.50 K:12.47 LVC: 55.00 PVI ELEV: 736.67 755 K:26.o8 LVC: 11S.00 ^ + t ^ N + 0 l °m Nv Uo N wV>W 01 + m �^ 0 U >pp V w+ 0 75 � EXISTING GRADES m i PVI TA: io+i5.00 INTERSECTION OF F RUF PVI ELEV: 82 734 MERCERSTREET (STA.11 62) G 745 K: 2. w/ HUDSON STREET (STA. to on) 10.00 LOW PT. STA: 10+15.0 LOW IT ELEV: 734.87 ° rl o� / o 740 + POP U U MIN. ;m ;W m W 735 -- oc . PROPOSED PROPOSED VDOT STD. CD-2-1 �& (3) 8E G.V. 730 1.6' INT RSECTION OF PROPOSED STORM SEWER CROSSING MERCER STREET (STA. 1o+oo) w/ RAMBLING BROOK LN (STA. 22+45) ROPOSED 8" CL. 52 DI WATERLINE 725 1 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 ) I inch = 50 ft. 745 ei W W LLI .�i Lij l%1 U UI U u mm > U w > w Ln U > m Ln U > 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 a PROPOSED GRADE 10 PT. LO T TA: 13+04.04 LEV: 730.14 T (STA. io+oo) T (STA. 11+62) S o .0+ -4 735 + r 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 2.00% VDOT STD. CD-2 1 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 WATERLINE 15' 725 PROPOSED PROPOSED STORM 8"x8" TEE & 720 SEWER CROSSING (2) - 8" G.V. 720 1p •^i W d .t 00 O N N •^i 10+00 10+50 11+00 11+50 12+00 12+50 HUDSON STREET PROFILE 13+00 13+50 S .Ni N CO 00 m tD M V! 6 M 0 M t N ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 10+00 10+50 11+00 11+50 12+00 viol ... 3+19) 'A. 11+22) ,I PROPOSED 4.01 SEWER CR w/ MCCOMB STREET 755 J- 750 PROPOSED FIRE HYDRANT ASSEMBLY w/ 8"x6" TEE 1.4' 745 PROPOSED 8"x8" TEE & (3) - 8" G.V. 740 70A PROPOSED 8" SANITARY SEWER CROSSING PROPOSED STORM SEWER CROSSING ROPOSED 8" CL. 52 DI WATERLINE PROPOSED 8"x8" TEE & (1) - 8" G.V. 0) 00 N T 12+50 13+00 13+50 MERCER STREET PROFILE PVI STA: 12+22.00 PVI ELEV: 719.27 K: 26.23 LVC- -7o_on 14+00 735 730 725 i 24+18) o uui °o It It w w + ^ S + N O 01 F + 735 �; Lij Ln W a 735 &i > F ZL m w PVI STA:12+8 .00 Ln PVI ELEV:724 61 w K:12.09 O m LVC: 68.00 z- 0 v o 730 PVI TA:lo+l5.00 °o °o N v 730 PVI ELEV: 711.73 Lu m N Ln Lu Ov K: 2.50 r + ^ N + m U VC:1o.00 w u ' u F- LOW P. STA: io+15.0 Lu v m U w z 3 725 LOW T ELEV:711.78 PVI STA: 10 go.00 o m ° 725 o � o m K: 26.4 z + + LVC:78. o Ln 7 62% o V ' v o o� w ROPOSED GRADE Ln U m o V W H N o N 01 ul O F + 720 m w Z 720 ~ U v 01 F ILL (TYP.) U m U W ~ m w XISTING GRADE oho 4 EXISTING STORM 715 3.5' SEWER CROSSING 715 -2.00 2 pO% PROPOSED STORM 0.--VDOT STD. CD-2 SEWER CROSSING 710 710 8"x6" TEE (2) - 8" G.V. STORM (i) - 6" G.V. 1. SEWER 6" go' BEND TO FIRE z.1 CROSSING HYDRANT ASSEMBLY 705 DI 705 43 6" CL. 52 WATERLINE 8" PVC SANITARY SEWER CROSSING ALSTON STREET C/L STA 18+ 8 700 700 DUPREE STRE T C/L STA io+o O .t 01 N lO 00 ^ HO O r' n n n W O N N ^ n ^ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 DUPREE STREET PROFILE SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i z Z o a J O U w m C1 En J z O .a. F ` cn z Lu ~ IJ. 0 'TV 0 N O Cn N N W J \J_ VJ I n D C. z LLu U U) 78rl Lum z Lu 0 Lu ia- Lu z Q (%) 000 J_ Q LL LL Q z z J H-1 w w 1 Q 'w3:^ V/ W 2 Q z W W (�� `J z V Lu J b� 0 w W aLn JOB NO. 182154 SCALE V:III =5' H: 1" - o' SHEET NO. 17A C 0 U 0 0 0 0 3 U 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 i / EXISTING GRADE 735 735 GRADE PROPOSED �0 730 a SOREro @a139 730 144. 725 725 W n ^ 00 m 0 m 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. 11 CONTRACTOR SHAI EXISTING INVEF MH-EX-g AND I PROPOSED CONN 17 EXISTING GRADE a :, x 8, ? O Ln= O ~ O = i o CO com 20 00 �mm� L9 760 o Ln M L 765 7 760 60 11J - �. N +. -. j O ' - ^ ^ O 4 O F 0) `a n ^ Z O O N +, w^m �H 2F� z z� N ^O 220 0)++0 gno-- =F2z a lino _ 755 coo= ^i °o C g Ln z z 755 ^ r^i .^.ri o / MH-EX-9 + 06 ^ ^ It ° ^ Z STA: o+oo.00 O EX RIM: 748.98 s z z z 19.67 TO MH-45Lr' - - - PROPOSED GRADE JV. OUT: 739-41 / 750 PROPOSEDSTORM PROPOSED ER CROSSING DOGHOUSE rg MANHOLE 745 745 .L PLUG EXISTING 8" DIP T IN TO INV. IN =743-79 VSTALL T1-5 8" DIPECTION 6z.31LFt?a 0.53% 8" DIP 47.78 LF Qa o.63% 740 8" SDR-26 PVC 61.4o LF t7a 2.25% 3" SDR-26 PVC -T 77 LF Qa o.73% PROPOSED 24" HDPE SWM 735 OUTFALL PIPE CROSSING 735 ri .t 00 00 m 00 W O ^ o ^ rn L n `^ � 0+00 0+5o 1+00 1+5o 2+00 z+So MH-51- MH-EX-9 PROFILE MH-34 STA: 4+13.17 RIM: 754-42 INV IN: 744-53 TO MH-35 INV OUT: 74433 TO MH- M H-35 STA: 5+35-71 RIM:758.00 INV IN:748.20TO MH-36 INV OUT: 748.00 TO MH-34 MH-36 ` STA:6+28.83 RIM:756.83 INV IN: 749.zo TO MH-37 INV OUT: 749.00 TO MH-35 765 M H-37 STA: 7+6o.46 RIM: 756.42 INV OUT: 749.92 TO MH-36 76o SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 .4Qj STA: o+gl.00 MH-33 RIM:744.00 STA:2+66.36 v 755 FINV IN: 73z.2oTO MH-32 RIM:748-75 755 IN OUT: 732.00 TO MH-zg INV IN: 737.45 TO MH-34 PROPOSED GRADE INV IN: 737-45 TO MH-38 PROPOSED 12" YARD INV OUT: 737.25 TO MH-3z / PROPOSED 8" DRAIN CROSSING MH-32 45 WATERLINE z, 750 STA:1+34.84 / CROSSING 3' 750 RIM: 744.00 5:1' INV IN:736.53TO MH-33 / PROPOSED STORM g" SDR-26 PVC F ul MH-29 INV OUT: 6. TO MH- 1 73 33 3 .PROPOSED 8" ROOF SEWER CROSSING 2.7' SDR 26 PVC 127.63 LF Qa o.56% s STA: o+oo.00 RIM: 740.00 DRAIN CROSSING 8" 89 13 LF @ 0.90% c 745 INV IN: 727.2oTO MH-30 PROPOSED 8" ROOF 8" D\P 745 L INV IN: 7z7.zo TO MH-31 2 g3 U4 INV OUT: 727.00 TO MH-28 PROPOSED STORM D RAIN CROSSING 8 53LF SEWER CROSSING 11 ° / PROPOSED 8" WATERLINE Z o a C PROPOSED 8" 39 f 740 / WATERLINE 6 CROSSING 740 co CROSSING $,o��$z% 1�1U 02�� V / J E 35 2 2' 1�y. z O u / \ n z o 735 / 8" DIP 127.51 LF C 0.56% 735 W EXISTING GRADE 730 725 0.9' 1 8" DIP 39.84 LF Qa \e Sza° 0 01 ° � lD p p ,pkD y00 °^ ri N m n ^ 00 ^ r^rl ^ n ^ ^ ^ ^ d rl 0+00 0+50 1+00 1+50 2+00 2+50 755 MH-44A MH-44 STA: 6+72.96 STA: 4+70.82 RIM: 75.00 RIM' 747.00 INV OUT: 746.5oTO MH-44 75 O INV IN:736.95TO MH-44A 75 O INV OUT:736.75 TO MH-43 EXISTING GRADE _ MH-43 - - STA: 3+01.72 MH-41 / RIM:742.00 745 STA: o+67.96 / INV IN: 731.87 TO MH-44 PROPOSED 8" 745 RIM: 73133 / INV IN: 725.03 TO MH-42 INV OUT: 731.67TO MH-42 WATERLINE PROPOSED INV OUT: 724.83 TO MH-ig / GRADE CROSSING r )� C, 4.0 740 MH-42 SOR"1Ca 4a1% $' \,F 740 STA: 1+31. z7 19g 1k RIM: 734.00 INV IN: 726.20 TO MH-43 INV OUT: 726.00 TO MH-41 735 735 C.8" SD F Ira? i•96°�0 y65.10 \. 730 730 / $ SDR � STA: o o0 oo RIM: 724.00 166 �5 4.7o TO MH-41 L4.5o TO MH-16 725 8" SDR-26 PVC L °\° 5932 LF Qa 1.64% 720 y w 720 rye 73-5 715 710 710 O p1 lD m ri 0) ri rl N 01 00 lD 't N It N 0l 00 M N M .t �t N S Ln m ID 00 0 ri Vp l0 00 O N It M rl It N M rl M 06 N N M ,y 1, m M ri m'6 l0 't O 00 .t ry 0) 1 .t n'1 W f .t d W .t l0 W .t ^ 00 f d ^ W .t Ol O Ln 6 in ^ N ^ ^ ^ ^ ^ ^ m ^ ^ M ^ ^ f ^ ^ ^ ^ ^ ^ d ^ ^ 't ^ ^ ^ ^ 't ^ ^ d ^ ^ ^ 0+00 0+50 1+00 1+5o 2+00 2+50 3+00 M H-44A 3+50 4+00 4+50 - MH-19 PROFILE 5+00 5+50 6+oo 6+50 7+00 00 MH It M 00 °,y° 00 I� M 3+00 3+50 4+00 4+50 5+00 MH-37 - MH-29 PROFILE1 VERTICAL GRAPHIC SCALE ( IN FEET I 1 inch = 5 IT, HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. 755 730 725 CO Ol 0 OD S m N n ^ Ln ^ ^ N N F Q M D\1 ul ^ 5+50 6+oo 6+5o 7+00 7+50 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-z9 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: 727.2o TO MH-31 MH-28 INV OUT: 727.00 TO MH-28 STA: o+oo.00 / RIM: 735-50 PROPOSED GRADE / INV IN: 724.03 TO MH-29 740 INV OUT:723.83 TO MH-26 740 PROPOSEDSTORM SEWER CROSSING PROPOSED 8" WATERLINE CROSSING--,,36A 735 /735 EXISTING GRADE PROPOSED STORM g'O\P r0A SEWER CROSSING 6' 4 3' o6LF �3 0 730 (16-3'220 31 730 2.1' 208.32 LF DIP C 1.43% 725 725 720 720 ^ S ^ O^ ^ p ^ � S ^ M O^ M V7 �Ol0) N n ^ !^ n n n 06 M !^ M 6 M n ^ 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 W Alv C ® CM 0 Cy) N z c W M C � G N Q U CY) N z N /Q > I..L w 0 W J Q J_ > p LL � 0� L9 O J a_ Q Q 2:>w U LL. w i 1 Ln Lu N '�L�//.'.��ul U) < z Q V � 2 Q z Lu Lu � z U) Lu JLuLu w O Q ® N Lr) u Lu Q J bF 0 W W CL In JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEEF NO. 10 730 730 M H-53 STA: o+68.49 RIM:7zz.50 INV IN: 716.95TO MH-54 730 INV OUT: 716.75 TO MH-52 730 MH-52 MH-54 STA: o+oo.00 STA:1+53.16 `INVO� 57.ioTOMH-53 RIM:7zz.61 II INV IN: 713.03 TO MH-53 INV. OUT:713.83 PROPOSED 2 720 - - 35' 720 N. 8" SDR-z6 PVC INV IN. 7i EXISTING GRADE 80.66 LF Qa o.68% EX. II 73-5 c y z;4' 715 26 op TIE-IN TO EXISTING 8" PVC SpR' SANITARY SEWER INSTALLED--,$ NF EXISTING STORM WITH PHASE I DEVELOPMENT 6�'SEWER CROSSING 710 710 V1 1p M VI V1 ri HO Itei 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-181725 EXISTING GRADE PROPOSED GRADE MH-18 STA: 0+87.77 / 720 RIM: 717.00 IN IN:7o6.37TO MH-1g 720 IN OUT: 706.17 TO EX EX-MH-17 STA: o+oo.00 / RIM:712.83 15.7o TO MH-18 / 715 NV OUT. 705.50 PROPOSED 12" YARD DRAIN CROSSING 710 j R,26P�6 710 5 8' pVF �. 3. z' 116. 705 � 8" SDR-z6 PVC -83.77 LF @ 0.56% 705 CONNECTION TO 700 EXISTING MANHOLE 700 o 0 0) m M 0 N It C, o �t N .. w Ol M M 00 ri 0) 'i r H H H � H 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 TRIM: 755-75 I INV IN: 74z.7oTO MH-48 I 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 RIM: 747 75 INV IN: 741.12 TO MH-47 755 INV OUT: 740.92 TO MH-45 755 MH-45 STA: o+oo.00 ROPOSED GRADE RIM:748.17 INV IN: 741.17 TO MH-49 EXISTING GRADE / _ 75 O INV IN: 740.00 TO MH-46 75 0 INV OUT: 739.8oTO MH-EX-g / _ � I W DIP_�_4 745 353 45 LF C 1•zz% 745 3.5' MIN. 8" DIP 16o.z5 LF Qa 0.57% 740 740 o g' 8" DIP 44.o5 LF Qa 3.13% PROPOSED 24" 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 D1 lD '+ .t ri 00 lD n O N 00 3 VI'6 M 't It N � �t 6 f 't tD 't y� I� ul 00 U) d 6 cn .t 6 'i ^ N Vl N ^ ei N q6 Ln 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 RIM' 735 75 STA: 7+84.11 INV IN: 726.12TO MH-4o RIM: 733.75 INV OUT: 725.92 TO MH-z( INV IN: 723-45 TO MH-28 735 INV IN: 723-45 TO MH-27 INV OUT: 723.25 TO MH-25 i MH-z5 / ROPOSED 8" WATERLINE CRO STA: 7+11.26 730 RIM: 726.00 INV IN: 71g.zoTO MH-z6 PROPOSED STORM SEWER CROSSING 730 INV OUT: 71g.00TO MH-z/ 4 5.0' 15 725 EXISTING GRADE 17 725 MH-z4 151 S 0�0 72O INV IN: R M5763.0o 7o7.zo TO MH-z5 R.z6e Sp 0 Qa 5 ]20 INV OUT: 707.00 TO MH-23 sth� 6s- PROPOSED GRADE 715 3,s' 715 IN-zz c MH-z3 STA:4+47.13 RIM: 7o6.00 / O�ry�6ry INV IN: 699.2o TO MH-24 5 v� 710 PROPOSED ROAD CONNECTOR GRADE INV OUT: 699.00 TO MH-zz MH-zz d9 710 STA: 2+80.65 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 4 = INV IN: 691.7o TO MH-zz / 0 7 5 / _-> � X INV OUT: 691.5o TO EX-MH-5 ., w o= PROPOSED 18" SWM'D' - ry6Q6$$o�0 O rl OUTFALL PIPE CROSSING / 5 700 3 m � $ tiy3 �V 700 0 o��rl �o�zwo , =o >Z> FZ -Z 695 w Ln X w ? U, z 03 695 16 49RFz@ PROPOUTFALL 1 PIPE CR CROSSING $.SpRF 3530 101 5'' 690 I I 6 O 9 8" DIP i 165.12 LF dal 2.53% 685 i8" STEEL CASING PIPE AT ROAD CROSSING REQUIRED 685 CONNECTION TO EXISTING MANHOLE 68o 68o OV lO O •i O ^ It lD Ln coW In Ol 00 co N S •i •i 0) O O •i N M N 1� ei lD •t 00 N CO N .t .t V1 O1 w O1 1_� O1 00 0) H O (+1 ^ w O Ol 101 H N N M M lM0 kD t0 O ^ O ^ O O H ^ ' ^ 'i ^ n n n Mf ^ n M 0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 �MH-27-MH-20PROFILE] 6+oo 6+5o 7+00 7+50 8+00 8+5o 9+00 SSING MH-z6 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 M n r., MH-z8 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 i�• 4+50 5+00 5+50 6+oo NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 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. 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+56.64 RIM: 749 50 755 INV IN: 737.95TO MH-39 755 MH-33 INV OUT:737.75 TOM H-33 STA: 2+66.36 R I M: 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 745 PROPOSED" 49 WATERLINE 21235V CROSSING 740 6:4' 740 4:0 EXISTING GRADE 8" SDR-26 PVC 735 52.64 LF Qa 0.57% 735 M It ci ^ lD N M H 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-LLINSZ No. 35791 i�l 7/29/22 Z Z o a F2 J O ~ w m U) J Z .a. > z ui ~ IJ. N O Cf7 N w N > z W J J U) H L�1 z uj 0 Lu 0 W O� L.t_ LL a- 0� z Lu LL w i Ln N � 'W^ Q V I Q z Ln Lu ((� V uj vI a J o w D In JOB NO. 182154 SCALE V:1"=5' H: 1" = o' SHEET NO. 19 0 0 U 0 E 0 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 `^ ^ 0+00 0+50 TERLINE CROSSING STR:zo VDOT S INV I6 INV I INV OL STR-8B - STR-8 PROFILE z STR:36 VDOT STD. DI-313 (L=8') TP=739.17 INV IN: 734.17 TO 36B INV IN: 735.5oTO RF-L5 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 0+00 0+50 1+00 STR-36B - STR-32B PROFILE STR:42 VDOT STD. DI-3B (L=8') TP=75z.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" LIT WATERLINE -CROSSING 745 745 15" RCP 29.02 LF Qa L.Lo% 740 740 m N �Ln Ln m N ^ ^ 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 0n0 N 740 3 I K22 V Uu I J I U. UI-3N IL=47 -> " TP=730.67 O N INV IN: 7z4.5oT072" 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 :721.18TOzoB GRADE V: 7zz.00 TO zz T: 7z1.o8 TO L8 730 PROPOSED 8" WATERLINE 725 CROSSING 1.s' 725 ]20 .1 „ RCP 76.94 LF 1.52°70 720 15" RCP 15" RCP 28.89 LF @ 1.07% 31.o1 LF Lal 1.35% 715 715 ^ a ^ n a ^ � M n 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.5oT01z 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:zo VDOT STD. DI-3B (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 Lo 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-L 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: 751.0o 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 D. ES-L ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 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 L' 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 o+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 O H M Ln �Ln m H .0 O to m^ �+L: NOZO Fa» n r z z O d m M 0 oD .NiO PROPOSED GRADE O Ln - v O I0 Opmeo� > r^ �� m ^ZO J m a Vl H Z Z M S m HoCM0 H 0 0 � O ~ a0 0 0 Om 0iw^ HzZCR �ZZ0 Ln Lzzz 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 93 g9 93.37 L L•797o 24, RCY2.29% 24" RCP 133 85 LF C� 12.54 LF Qa z4"RCP 46.37 LF Qa 1.79% ^ m co rl *t ^ N VJ n n ^ ^ 0+00 0+50 1+00 STR:3.6F 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 ROPOSED GRADE 730 730 L5" RCP 19.47LF@3.85% 725 725 m STR:38 VDOT STD. (L=6') o+00 0+50 STR-38 - STR-16F PROFILE VERTICAL GRAPHIC SCALE 5 ° 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 OO do p o STR:16 VDOT STD. DI-3B (L=io') 11 d Ln ~ 0 TP=735-75 m 0 ' °v INV IN: 7z7.z7TO 16B m > �F INV OUT: 7z7.L7T014 o a o-OOF N � 0 ~ 0 a ua. >> Z Z O N Ln in H o > N It O ^ o N N N Zp �Z Ckf Ln Fzzz - - - PROPOSED -- 8" Vv /- 1 PROPOSED 8" WATERLINE CROSSID G GRADE �"' -I RCP vl 90.62LF C 1-7e/o 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. z5 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 Ol W N W ,4* 0) U0 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 V7 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: 739.5oTO40 750 INV OUT: 727.00 TO SWM FACILITY'C' 00 0 715 710 705 O 695 N STR:34B VDOT STD. DI-313 (L=4') TP=747-75 �0 INV IN: 740-43 TO 34D L om INV OUT: 74033TO34 o p ^ >-O Ln O ,m 1 O 00 m m N ^ `^ �r mo Z^ 750 STR:30 VDOT STD. DI-3B (L=8') � m -O O'o L r z z TP=745-50 m ID N ~O 0 00 6 INV IN: 73o.1oTO3z ;" o p } DLL M p ^m o ^ INV OUT: 730.00 TO 28 o m 0 v~ O O O � a ^ ^� 745 �� Op nm�MnM O > . ^--o ra>>> vi HZZZ 745 0o r o m,~nm^ o m m / PROPOSED WATERLINE 8" m� mz z zp N °�° Z � m ii > > > >, 1.3' CROSSING Halo ��ZZZZ 740 PROPOSED GRADE `n ~ z z 740 EXISTING GRADE -\ PROPOSED 8" RCQ 15" RCP 33.67 LF Qa 1.1g% WATERLINE ��5 ti5 F 735 PROPOSED 8" SANITARY SEWER CROSSING CROSSING �g6y� 735 1.1' -15 F 2.59% 106.15 730 70.g' 24' RCP 2. 167.56 LF Qa o.540A 730 726.83 TO GROUN L8" 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 z4" RCP 11.31 LF Qa 1.5o% 720 720 N l0 N F N Ol H N rl n n 0,1 d W V7 M m M °m ri m O1 0m o6 I � 'i a ''t ,0n ^ ^ ^ ^ ^ r ^ n ^ ^ ^ n ^ ^ ^ ^ 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 7/29/22 i a ZZ o O� u Ln m >F e C1 J jmmq z o F u z z o W > o L9 F-- w Alv CY) ® l'J CN z N c W co11- G N Q C) N z N Q > J 0 111 J Q W > O J � O in Q Q z >W _ u- U I W Lu Y N c11 W ul Q O U W ) L z U) Lu Juj Lu Mimi < CD Q ® CD N U) U Lu Q J wF �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 x N It W000 Ci Q 0 N O O ^°a 0rl °^�F Lnz z� Ln�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. So TO 48 76o -17STING GRADE 755 755 ROPOSED GRADE PROPOSED8" WATERLINE Oti PROPOSED 8" f CROSSING WATERLINE z.6 CROSSING 2.3 750 750 15"RCP ti75"RCP 100.44 LF @ 0.56% 34-74 LF Qa 0.92% 745 745 N N Ln 0+00 0+50 1+00 1+50 STR-48B - STR-44 PROFILE STR:46 VDOT STD. MH TP=758.25 INV IN: 751.25 TO 46B INV IN: 754.00 TO CULVERT-1 INV OUT: 751.00 TO 44 EXISTING GRADE ROPOSED GRADE STR:46B VDOT STD. DI-7 76o I INV OUT5751.75 TO 46 o+o0 0+50 STR-4613- STR-46 PROFILE 76o 755 m 'D m p O EXISTING GRADE F M n w m F M m p PROPOSED GRADE X mr,z > w ^z Z Z 750 a u kZWw L PROPOSED 8" WATERLINE CROSSING 745 1.4 II II I 76o STR:66 VDOT STD. DI-313 (L=8') TP=751.25 INV IN: 747.5oTO RF-13 INV IN: 744.io TO 66B INV OUT: 744.00 TO EX-32 755 STR:66B VDOT STD. DI-313 (L=12') TP=751.25 / INV OUT: 74433 TO 66 750 PROPOSED 8" WATERLINE 745 15' RCP LiS" RCP 740 219.49 LF 1.zz% 34.85 LF @ o.66% 740 TIE-IN TO STORM SEWER STRUCTURE INSTALLED WITH PHASE 2 DEVELOPMENT 735 p „M1 Vl W ri S ♦i Ql n' C n't n n n n n 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STR-66B - STR-EX-32 PROFILE N J_ V m V M 0 m � 0 N O p O 0 m 0 NOS �O Q Q'00 755 EXISTING GRADE 750 z4" RCP 61.03 LF @ 1.23% INV. OUT=743-75 745 STR:6o VDOT STD. DI-3C (L=6') STR:64B VDOT STD. DI-313 (L=8') TP=755.o8 00 J TP=756 75 INV IN: 747.5o TO 62 m INV IN: 752.00 TO RF-12 INV IN:747.z7TO6oB T 0 INV IN: 753.o8TO RF-11 INV OUT: 747.17T0 S8 in co It INV OUT: 749.75 TO 64 STR:58 VDOT STD. DI-313 (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 62 Ln Fa>> ^ ~ Z STR:56 VDOT STD. MH TP=752.00 INV IN' 746.43 TO 58 INV OUT: 746.33 TO 54�PI 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 Qa 1.29% OUTLET OUTLET PROTECTION w/ FILTER FABRIC 1' i34'�9 51. RCP 735 UNDERLAYMENT (L=zo', W1=6', W2=12', D=i.5') z4" RCP 51.z8 LF �a o.6zo/a PROPOSED 8" SANITARY 7 44'25 LF dal o.7z% 740 SEWER CROSSING F 0 N ^ }Ln O o STR:40 VDOT STD. DI-3B (L=8') 0 m 't 0 °1 � H H O TP=74833 > o ^ �H > ^m O o INV IN: 740.43 TO yob 76O ID `; z z m 1O �r > o N INV IN: 744.67 TO RF 6 0 - _ 0 'D � z 0 �� 76o INV OUT: o. TO 28 m Ln z zz F a» 'o �zo d z z F Z Z 760Ln m m 755 750 20POSED 8" WATERLINE CROSSING 745 GRAD 755 750 _24" RCP 48.25 LF Qa 1.04% z4" RCP 56.66 LF Qa 0.71% 745 M M m 00 co n n n ^ n ^ rLn 0+00 0+50 1+00 1+50 STR-6oD - STR-6o PROFILE 00 m M To 0 o y0 0 STR:5o VDOT STD. DI-313 (L=2o') F N TP=749-SO 00 00 INV IN: 742.02 TO SOB r o , 4 INV IN: 743-50TO52 m `n �r INV OUT: 742.92 TO 28 z p 750 i? Fzz 750 PROPOSED 8" WATERLINE PROPOSED GRAD CROSSING 745 745 1.2' EXISTING GRADE 740 740 28" RCP 27.66 LF Qa o.83% 735 735 0+00 o+So STR-5oB - STR-50 PROFILE 0 .t O v It Ntwo U- 1n O O ~ 2 H rH� 2 ai p Ln M o N 0 m't 755 m 1n > O N a � m TO m `^ �F 0000 ?ZZp H �n �n o p n�LnN F o_ >> > to FZZZ CO o m0)� > -- ^'tNmF 750 �^zzzo Ha»» ,nz z z z 745 20POSED 8" WATERLINE CROSSING 740 735 730 725 00 m m 0 m �It It N� 0 0 000lt It � oC�1�'t 0 MLnv1mrl > 00 nnnF .^ZZZ0 Faa»» 1nZzzz ED GRADE )POSED 8" GRADE TERLINE )SSING 1.7 i5 RCP 0g% 11601�F�3. z 2' 18" RCP 29.16 LF Qa 1.1o% PROPOSED 8" SANITARY SEWER CROSSING 18" RCP 47.78 LF Qa 1.74% 1. 755 PROPOSED WATERLINE CROSSING 750 1S" RCP 27.68 LF @ 1.16% 745 740 M00 1� 00 S O N l0 0 m lD M N •i V1 m n It 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 1:J w V 15 K` 61% 2 = N o ° u 0 76o F o 76o OF v 0 a 10 v~i O °o STR:52 VDOT STD. DI-3B (L=1o') STR:52B VDOT STD. DI-3B (L=10') H O O N � N 00 q Q m TP=755.25 TP= z 7S5 5 n F r a 0„+ a $ u_ g M coN INV IN: 7y8.o2 TO 5zB INV IN: 751.58 TO RF-8 > n ^F 0> m °,) a m Z Z p 0 m 0 °v1 v,0 INV OUT: 747-92 TO So INV OUT: 748.25 TO 52 �a»> 755 8,° °p�, 755 �zz� r O nF ZZZ 0 0 F 000 N o i ii»> Ln F Z Z Z Ln o o �n 0> on PROPOSED 8" 760 . �°n N ^ 't m WATERLINE 0m o mo > ^ N. �� o ^ -t ? O CROSSING � z Z Z 0 F z z Z oe 750 �a>>>> 12' 750 n F Z Z Z Z PROPOSED GRADE 755 750 � 7 15" RCP 57.5o LF Qa 1.74% 745 PROPOSED 8" SANITARY SEWER CROSSING 740 In V7 N NO ♦i ^ M N In OM n M ^ r 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 I L1S" RcP "I %,w y6333 740 \ 3'1 PROPOSED 8" SANITARY EXISTING GRADE / SEWER CROSSING 15" RCP 735 64.16 LF Qa 1.82% 730 725 ul N Hl n N NJ mIt 6 0+00 O+SO 1+00 1+SO 2+00 2+SO STR-52B - STR-28 PROFILE NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. 3+00 NOTE: ALL DRAINAGE STRUCTURES WITH A NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN SLABS IN ACCORDANCE WITH STANDARD SL-i ACCORDANCE WITH STANDARD ST-1 AS FOUND AS FOUND IN THE 2oo8 ROAD AND BRIDGE IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STANDARDS. NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. 745 740 735 730 725 NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SCOTT/R. M-LLINSZ No. 35791 i�l 7/29/22 .yQ� a Z Z o O H m WWz J O F u > Z W 2 n Lu N N M O\1 Ar ® M 0 Cn z N c W M C � G N Q u O N z W N Q J 0 Ln J Q W > O J Lu ~ O O J � Q did Q Z w U LL. W Y 1 N c11 W ul U) 0 Q w = Ln z Lu U) W JLuj W O Q ®N U Lu Q J bF w w x a 1n 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 16B 730 15 R31oO/o yo365 �F 725 STR:70 VDOT STD. DI-313 (L=8') TP=746-75 INV IN: 739.6o TO 7oB INV IN: 742.67 TO YD-li 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-313 (L=8') TP=746.83 INV OUT: 740.00 TO 70 750 745 PROPOSED£ WATERLINE CROSSING 740 L15" RCP 27.72 LF Qa 1.44% 735 in OO F o m o � n o OR m m c6 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=745.67 INV IN: 739.00 To 78B INV IN: 742.00TO RF-25 INV OUT:738.10 EXISTING 750 F-GRADE 750 TIE-IN TO EXIST] STORM SEWER WITH DOGHOUSE STR:78B VDOT STD. DI-313 TP=745-58 INV OUT: 739.58 TO 78 745 745 PROPOSED GRADE 740 740 NG 15" RCP i5" RCP 1ROPOSED 13.25 LF Qa 4.38% MANHOLE LE 735 a a a 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 � 'g m� 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 a w x STR:76 VDOT STD. DI-313 (L=8') p x , TP=721.50 z:00E- INV IN: 714.6oTO 76B 2 F- v INV OUT: 714.5o TO EX-68 00 w N ° ^ 725 N � r� STR:76B VDOT STD. DI-313 (L=8') w a» INVIN: 717.42TOYD-7 F z z INV OUT: 715.00 TO 76 Lw w 720 15" RCP 67.29 LF @a o.59% 715 SCOTT/R. CtTLLINSZ No. 35791 i�l 7/29/22 _i V 3RCP r 33.82 LF Qa 1.18% ; 15" RCP 710 24.57 LF Qa 1.300/o z z O a J t a � . TIE-IN TO STORM SEWER STRUCTURE O U c E INSTALLED WITH PHASE 1 DEVELOPMENT w U 705 IM04 o L M N W L 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: 23.27TO 22B 7PROPOSED 8" INV OUT: 723.17 TO zo WATERLINE CROSSING 730 1 730 ')TR-78 - STR-78B PROFILE 15" RCP 725 15 R@ 3.41% 33J5 LF Qa 1.1g% 7�5 1yy.45VF 15" RCP 18.25 LF Qa 1.81% 720 1 720 I� � N N n r 0+00 0+50 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. (9 1� N O Cn N N Lu J J_ U) I n D C. z LLu U U) 78rl Lum z Lu 0 Lu z Q 0 111 W O J LL -j � Q z � w LL. 3: 1 W N c11 W 2 (f) p Q 2 l/1 z Lu Lu ((� V V ) Lu J bF 0 w w x a Ln JOB NO. 182154 SCALE V:1"=5' H: 1" - o' SHEET NO. 21A 0 U 0 0 0 E 0 \ \ \ \ 4*4 4W*� \ o\ \ \ \ \ \ < � RAINAGEDIVIDE(TYPJ 4F40 We ' �►/. � � I a z°oT [oT %� -_ _�� _ i / � � � \V v� vA � �� Or [o � -' V v v v `v .. �. � - _ o - zOS z°°r � � r YD 6B - (� � / � ! \\ � \ \ \ z46, / ''"• .,,,. \ \ \ / :. .. � \ _/ / 60 �-_-�', , ' , s zz6T <pr �' l - � �. / � ,. 46:. � -_ 2g+ �--� �► _ � \ ROJECTBOUNDARY(TYP.) lk '.. r.: N \firms` -.�, ^�..':. i,l .. s _, -- ,,."",� 64 .•..'�. '�... - ,,,,, '^..�rr: z z2 ? � O -- ' / / 3i � / /' / RF-iy . \i� - �-- \ T \. .: �'�. -\ 'rho..:/ r �.-.,-ss _. ,- ql(� ..,,.�\... _ OT [ yp_BC / r ;• z� 4 5'S z OT x, RF-zyB _ � �, � \ ':r \.:,+... \ - n o ♦ \\ .. '\ c z`a 8., ,.\z l / -/ s > RF-6B \ S8 z Op. / RF 3A i":.�..�\. : r, ::'':' i q \ � .:� r / i `�► ,- � ,.. 30 � p RF yA � sq <O \ �/.�� e 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 0.12 0.55 6.0 ----- \ L • D �::::,\ \ DRAINAGE DIVIDE (TYP.) T � � ::.�, �, �� YD 3A $ /<� or � / <p � s °T o`o-�� vv Ate- Ate♦ i> -.o o .-ti. V � f / � \�. �y � ire RF-6A �s � / // zs2T �- � � [Op �.� 6606 _-- - �7'°�� eo 410*\ A ° A.1� ow 40- RF-6 �A..�ST_ _ o - vvwvvAv� vVvv°. / / \ / 00 � \ O o \p \O o �\ Structure Area (Acres) Cw t� (Min) 28 0.00 0.90 5.0 30 0.15 0.75 6.0 32 0.24 0.75 6.0 32B 0.13 0.75 6.0 34 0.08 0.80 6.0 34B 0.08 0.70 6.0 34D 0.20 0.70 6.0 36 0.23 0.70 6.0 36B 0.14 0.70 6.0 38 0.07 0.70 5.0 40 0.14 0.70 6.0 40B 0.18 0.70 6.0 42 0.11 0.75 6.0 42B 0.06 0.70 5.0 44 0.00 0.90 5.0 46 0.00 0.90 5.0 46B 2.32 0.40 12.0 48 0.14 0.75 6.0 48B 0.26 0.70 6.0 50 0.22 0.70 6.0 50B 0.15 0.75 6.0 52 0.19 0.70 6.0 52B 0.16 0.75 6.0 CULVERT-1 0.26 0.60 8.0 54 0.09 0.45 6.0 56 0.00 0.90 5.0 58 0.14 0.70 6.0 60 0.14 0.75 6.0 60B 0.43 0.80 6.0 60D 3.42 0.45 11.0 62 0.20 0.75 6.0 64 0.26 0.75 6.0 64B 0.20 0.80 6.0 66 0.22 0.70 6.0 66B 0.84 0.45 8.0 68 0.10 0.75 6.0 70 0.10 0.70 6.0 70B 0.09 0.70 6.0 72 0.09 0.75 6.0 74 0.08 0.75 6.0 74B 0.18 0.75 6.0 76 0.08 0.65 6.0 76B 0.12 0.65 6.0 78 0.00 0.90 5.0 78B 0.15 0.60 6.0 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 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�G-1 SCOTT R. LINSZ J No. 35791 0 o 7/29/22�� , IONAL E�G� i Ln F- z W 0 V/ � Z 0 z O Q 0u > m N z J Z Q 0 �..� 0 F- w \ (n Z LLJ W LU m J Q LU W a Ln w w ~ N T � n L r CY)LU z M G M Q oi z ry / ` SHEET NO. YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION Y0.2E 12" Yard Drain 751.67 12 40.75 9.82% 747.00 743.00 HOPE Y0.2D 12" Yard Drain 746.00 12 48.94 1 5.46oh 1 743.00 740.33 1 HDPE Y0.2C 12" Yard Drain 743.33 12 44.07 3.02% 740.33 739.00 HDPE Y0.213 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 YD-10 12" Yard Drain 745.67 12 18.34 0.93% 742.67 742.50 HDPE RF-15A 8" Cleanout 746.50 8 149.76 4.390/6 743.83 737.25 HDPE RF-15 8" Cleanout 741.00 8 18.07 9.680/6 737.25 735.50 HDPE RF-16A 8" Cleanout 743.00 8 100.59 3.48% 740.33 736.83 HDPE RF-16 8" Cleanout 739.50 8 16.51 9.09% 736.83 735.33 HDPE RF-17A 8" Cleanout 751.00 8 99.76 7.35% 748.33 741.00 HDPE RF-17 8" Cleanout 744.50 8 21.44 9.33% 741.00 739.00 HDPE YD-11 12" Yard Drain 746.00 12 28.30 1.17% 743.00 742.67 HDPE Y0.9F 12" Yard Drain 749.50 12 40.60 8.62% 745.50 742.00 HDPE Y0.9E 12" Yard Drain 746.00 12 63.96 4.17o/o 742.00 739.33 HDPE Y0.9D 12" Yard Drain 742.33 12 47.47 5.60% 739.33 736.67 HDPE Y0.9C 12" Yard Drain 739.67 12 50.96 5.24% 736.67 734.00 HDPE Y0.913 12" Yard Drain 737.00 12 60.14 1.11% 734.00 733.33 HDPE YD-9A 12" Yard Drain 736.33 12 67.62 1.23% 733.33 732.50 HDPE Y0.9 12" Cleanout 736.00 12 12.10 6.20% 732.50 731.75 HDPE RF-18A 8" Cleanout 740.00 8 100.19 3.990/6 737.33 733.33 HDPE RF-18 8" Cleanout 736.00 8 14.37 5.78% 733.33 732.50 HDPE RF-19A 8" Cleanout 746.50 8 104.40 6.23% 743.83 737.33 HDPE RF-19 8" Cleanout 741.00 8 19.69 9.29% 737.33 735.50 HDPE YD-8E 12" Yard Drain 740.50 12 63.44 2.880/6 1 737.50 735.67 1 HDPE Y0.8D 12" Yard Drain 738.67 12 53.43 3.130/6 735.67 734.00 HDPE YD-BC 12" Yard Drain 737.00 12 54.42 2.44% 734.00 732.67 HDPE YD-8B 12" Yard Drain 735.67 12 60.00 4.45% 732.67 730.00 HDPE YD-8A 12" Yard Drain 733.00 12 64.81 2.05% 1 730.00 728.67 HDPE Y0.8 12" Yard Drain 731.67 12 69.92 1.670/6 728.67 727.50 HDPE RF-20A 8" Cleanout 737.00 8 137.94 4.050% 734.33 728.75 HDPE RF-20 8" Cleanout 732.00 8 18.41 9.51% 728.75 727.00 HDPE RF-21A 8" Cleanout 741.00 8 109.32 1.83% 737.33 735.33 HDPE RF-21 8" Cleanout 738.00 8 29.61 9.56% 735.33 732.50 HDPE YD-7 12" Yard Drain 722.00 12 84.75 1.86% 719.00 717.42 HDPE RF-22A 8" Cleanout 725.00 8 36.64 0.90% 722.33 722.00 HDPE RF-22 8" Cleanout 725.00 8 18.33 6.380/6 722.00 720.83 HDPE RF-22B 8" Cleanout 726.00 8 102.55 1.30% 723.33 722.00 HDPE RF-23A 8" Cleanout 728.00 8 22.01 1.50% 725.33 725.00 1 HDPE RF-23 8" Cleanout 728.25 8 15.49 6.46% 725.00 724.00 HDPE RF-23B 8" Cleanout 732.67 8 74.60 6.70o/o 730.00 725.00 HDPE RF-24A 8" Cleanout 744.75 8 138.35 7.05% 742.08 732.33 HDPE RF-24 8" Cleanout 737.00 8 20.50 9.760/6 732.33 730.33 HDPE RF-25A 8" Cleanout 749.00 8 83.14 4.31% 746.33 742.75 HDPE RF-25 I I 1 1 8" Cleanout 746.00 8 8.87 1 8.46% 1 742.75 1 742.00 1 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION RF-26A 8" Geanout 751.00 8 136.59 1.10% 748.33 746.83 HDPE RF-26 8" Cleanout 749.50 8 22.43 8.16% 746.83 745.00 HDPE RF-13A 8" Geanout 754.00 8 152.90 1.64% 751.33 748.83 HDPE RF-13 8" Geanout 751.75 8 19.44 6.84% 748.83 747.50 HDPE RF-6B 8" Geanout 753.50 8 73.11 4.32% 750.83 747.67 HDPE RF-6A 8" Geanout 750.33 8 52.95 1 2.68% 747.67 746.25 1 HDPE RF£ 8" Cleanout 749.00 8 15.84 9.97% 746.25 744.67 HDPE RF-4A 8" Geanout 752.67 8 95.67 3.92% 750.00 746.25 HDPE RF-4 8" Geanout 749.50 8 14.88 9.54% 746.25 744.83 HDPE RF-5A 8" Cleanout 757.50 8 74.97 5.34% 754.83 750.83 HDPE RF-5 8" Geanout 754.00 8 17.22 1 9.64% 750.83 749.17 1 HDPE RF-14A 8" Cleanout 757.50 8 49,22 3.72% 754.83 753.00 HDPE RF-14 8" Geanout 757.00 8 15.63 1.09% 753.00 752.83 HDPE RF-14B 8" Geanout 757.00 8 134.13 0.99% 754.33 753.00 HDPE YD-413 24" Yard Drain 757.67 12 69.54 1.08% 754.67 753.92 HDPE YD-4A 24" Yard Drain 757.00 12 66.17 1.01% 753.92 753.25 HDPE YD-4 12" Cleanout 757.00 12 1 19.17 1.72% 1 753.25 752.92 HDPE YD-4E 12" Yard Drain 758.33 12 42.89 1.54% 755.33 754.67 HDPE YD-4D 12" Yard Drain 757.67 12 42.89 0.98% 754.67 754.25 HDPE YD-4C 12" Cleanout 757.25 12 20.48 1.61% 754.25 753.92 HDPE RF-9A 8" Cleanout 757.67 8 115.19 1.09% 755.00 753.75 HDPE RF-9 8" Cleanout 757.00 8 6.83 7.32% 753.75 753.25 HDPE RF-10 8" Cleanout 759.33 8 138.69 2.47% 756.67 753.25 HDPE YD-3D 12" Yard Drain 754.00 12 48.78 6.83% 751.00 747.67 HDPE YD-3C 12" Yard Drain 750.67 12 73.93 1.81% 747.67 746.33 HDPE YD-313 12" Yard Drain 749.00 12 49.56 1.67% 746.33 745.50 HDPE YD-3A 12" Cleanout 750.00 12 19.91 2.51% 745.50 745.00 HDPE YD3G 24" Yard Drain 757.00 12 82.14 4.87% 754.00 1 750.00 1 HDPE YD-3F 24" Yard Drain 753.00 12 67.35 1.48% 750.00 749.00 HDPE YD-3E 24" Yard Drain 752.00 12 52.73 2.52% 749.00 747.67 HDPE RF-7A 8" Geanout 755.00 8 95.25 4.72% 752.33 747.83 HDPE RF-7 8" Cleanout 752.00 8 15.48 9.69% 747.83 746.33 HDPE RF-8A 8" Geanout 759.00 8 120.76 2.48% 756.33 753.33 HDPE RF-8 8" Geanout 756.00 8 18.34 9.54% 753.33 751.58 HDPE YD-6D 24" Yard Drain 758.67 12 102.41 1.14% 755.67 754.50 HDPE YD-6C 12" Yard Drain 758.00 12 89.35 1.12% 754.50 753.50 HDPE YD-613 24" Yard Drain 757.00 12 55.97 1.20% 753.50 752.83 HDPE YD-6A 12" Yard Drain 756.67 12 75.92 1.09% 752.83 752.00 HDPE YD-6 12" Yard Drain 756.00 12 19.34 2.59% 752.00 751.50 HDPE RF-11A 8" Geanout 759.00 8 145.10 1.03% 756.33 754.83 HDPE RF-11 8" Geanout 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 YD-5A 12" Yard Drain 735.33 12 16.00 9.38% 729.00 727.50 HDPE YD-5 24" Cleanout 730.00 12 16.85 9.91% 723.00 721.33 HDPE YARD/ROOF DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH" (ft.) SLOPE el.) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD-1 B 12" Yard Drain 717.00 12 65.80 4.06% 714.00 711.33 HDPE YD-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-113 8" Cleanout 732.50 8 65.35 2.30% 730.50 729.00 HDPE ROOF-1A 8" Cleanout 731.00 8 86.60 3.46% 729.00 726.00 HDPE ROOF-1 8" Cleanout 729.00 8 12.75 9.80% 726.00 724.75 HDPE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft.) SLOPE M 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 M H - - 709.83 1 24 46.37 1.79% 703.83 703.00 RCP 8B DI-3B CG-6 10 715.33 8A 1 15 1 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-313 CG-6 4 731.50 23 15 31.01 1 1.35% 724.42 724.00 RCP 22B I DI3C CG-6 6 730.67 22A 15 28.89 1.07% 723.58 723.27 RCP 22 DI-313 CG3 4 730.67 21 15 76.94 1.52% 723.17 722.00 RCP DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH' (ft.) SLOPE M INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION 34D DI3B CG-6 12 747.58 34C 15 33.67 1.19% 740.83 740.43 RCP 34B DI-313 CG-6 4 747.75 34A 15 73.62 5.75% 740.33 736.10 RCP 34 DI313 CG-6 8 742.67 33 15 106.15 2.59% 736.00 733.25 RCP 32B DI-313 CG-6 8 739.00 32A 18 47.93 1.00% 731.58 731.10 RCP 32 DI3B CG-6 10 738.58 31 24 167.56 0.54% 731.00 730.10 RCP 30 DI3B CG-6 8 745.50 29 24 47.57 0.53% 730.00 729.75 RCP 38 I I I DI-3B - 6 735,58 37 15 19.47 3.85% 731.08 730.33 RCP 74 1 1 1 1 1 1 1 DI3B - 8 736.00 73 1 15 1 112.45 1 3.47% 1 728.83 1 724.93 1 RCP 72 1 1 1 1 1 1 1 DI3B - 6 730.83 71 1 15 1 18.25 1 1.81 % 1 724.83 1 724.50 1 RCP 1 66 1 1 1 1 1 1 1 DI-3B I CG-6 1 8 1 751.25 1 tr''a��►'IIi�L+`�0�ri �-_-- 1 49 1 15 1 64.16 1 1.82% 1 741.92 1 740.75 1 RCP I I I I I 506 I I I I DI-313 CG-6 8 749.50 50A 15 27.66 0.83% 742.25 742.02 RCP 64B DI313 CG-6 8 756.75 64A 15 27.68 1.16% 749.75 749.43 RCP 64 DI-313 CG-6 8 756.75 63 15 134.83 1.04% 749.33 747.93 RCP 62 DI313 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 DI3B - 6 755.58 57 24 44.25 0.72% 746.75 746.43 RCP 56 M H - - 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 I I DI3C CG-6 12 754.67 60A 1 24 1 56.66 0.71% 747.67 747.27 RCP SCOTT/R. C'B,LLINS'Z No. 35791 a 7/29/22 Zz O 6 O� H � m N � J H Z O F- F- u ` ; Z E ° o /W Ii L9 wN O N W N 0 LU O J t a U W t LLJ I n D C. z LU Nw W O CD O N 1= z W LU Q I..L Q z O0. �/ LL J zU L.0 LL Q I LU N Q W z <; 2 Q i 0- LU U LU v z V / H 0- F U W w O w 2 a (n JOB NO. 182154 SCALE N/A SHEET NO. 23 D 0� FLOW TYPE IlVI.Er TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CF3) YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 4.00 0.374 0.97 WEIR FLOW YD-1 15" Nyloplast Yard Inlet 0.64 5.40 0.17 0.55 6.50 0.608 134 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 4.00 0.374 1.54 WEIR FLOW YD-1 15" Nyloplast Yazd Inlet - 50% clogged 0.32 2.70 0.17 0.55 6.50 0.608 2.13 WEIR FLOW YD-IA 12"NyloplastYazdlrilet 0.43 11.19 0.15 0.55 4.00 0.330 0.55 WEIR FLOW YD-lA 12"NyloplastYardllilet 0.43 11.19 0.15 0.55 6.50 0.536 0.76 WEIR FLOW YD-1 A 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.15 0.55 4.00 0.330 0.98 WEIR FLOW YD-1 A 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.15 0.55 6.50 0.536 2.58 WEIR FLOW YD-1 B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 4.00 0.440 0.67 WEIR FLOW YD-1B 12" Nyloplast Yazd Inlet 0.43 11.19 0.22 0.50 6.50 0.715 1.15 WEIR FLOW YD-1 B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 4.00 0.440 1.74 WEIR FLOW YD-1B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.22 0.50 6.50 0.715 4.59 ORIFICE FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 4.00 0.336 0.56 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet 0.43 11.19 0.14 0.60 6.50 0.546 0.77 WEIR FLOW YD-2A 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.14 0.60 4.00 0.336 1.01 WEIR FLOW YD-2A 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.14 0.60 6.50 0.546 2.68 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 4.00 0.216 0.42 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet 0.43 11.19 0.09 0.60 6.50 0.351 0.57 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 4.00 Q216 0.66 WEIR FLOW YD-2B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.09 0.60 6.50 0.351 1.11 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2C 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2D 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 Q240 0.45 WEIR FLOW YD-2D 12" Nyloplast Yard Irilet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 0.240 0.71 WEIR FLOW YD-2D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 4.00 0.240 0.45 WEIR FLOW YD-2E 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.60 6.50 0.390 0.62 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 4.00 Q240 0.71 WEIR FLOW YD-2E 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.10 0.60 6.50 0.390 137 WEIR FLOW YD-3B 12" Nyloplast Yard I1ilet 0.43 11.19 0.11 0.60 4.00 0.264 0.47 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet 0.43 11.19 0.11 0.60 6.50 0.429 0.66 WEIR FLOW YD-3B 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.11 0.60 4.00 0.264 0.75 WEIR FLOW YD-3B 12" Nyloplast Yard Inlet - 50% clogged 0.22 5.60 0.11 0.60 6.50 0.429 1.65 WEIR FLOW YD-3C 12"NyloplastYazdlnlet 0.43 11.19 0.10 0.50 4.00 0.200 039 WEIR FLOW YD-3C 12" Nyloplast Yard Inlet 0.43 11.19 0.10 0.50 6.50 0.325 0.55 WEIR FLOW YD-3C 12" Nyloplast Yazd Isle[ - 50% clogged 0.22 5.60 0.10 0.50 4.00 0.200 0.63 WEIR FLOW YD-3C 12" Nyloplast Yard Isle[ - 50% clogged 0.22 5.60 0.10 0.50 6.50 0.325 0.95 WEIR FLOW YD-3D 12" Nyloplast Yard Inlet 0.43 11.19 0.12 0.50 4.00 Q240 0.45 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet 0.43 11.19 0.12 0.50 6.50 0.390 0.62 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 4.00 0.240 0.71 WEIR FLOW YD-3D 12" Nyloplast Yazd Inlet - 50% clogged 0.22 5.60 0.12 0.50 6.50 0.390 1.37 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 4.00 0.902 0.69 WEIR FLOW YD-3E 24"NyloplastYazdlnlet 1.40 21.73 0.41 0.55 6.50 1.466 0.96 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 4.00 0.902 1.10 WEIR FLOW YD-3E 24" Nyloplast Yazd Inlet - 50% clogged 0.70 10.87 0.41 0.55 6.50 1.466 1.82 WEIR FLOW YD-3F 24" Nyloplast Yazd Inlet 1.40 21.73 0.24 0.55 4.00 0.528 0.48 WEIR FLOW YD-3F 24"NyloplastYardlnlet 1.40 21.73 0.24 0.55 6.50 0.858 0.67 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 4.00 0.528 0.77 WEIR FLOW YD-3F 24" Nyloplast Yard Inlet - 50% clogged 0.70 10.87 0.24 0.55 6.50 0.858 1.06 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is4inlhr for spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Intel Hyd �Y TH OF �,{ It- SCOTT R. LINS% J No. 35791 ,� 7/29/22 t� O ��S'SIONAL E�Ol w w Z Z w Z J O U O c U Vl c Z o W c O - U 3 Q 0 U 0 Q n 0 Z 0 0 0 t 0 Od > � � 0 u U ca W N Z 3 0 J O O Z a U I O F- J o (n Z IY 0 a 0 W W m U J Q w d c CL 0 W o U) a c W 0 [r a a c 0 U i w 0 U 0 W N N 0 M rn E � � rn r, 0 D U z U c r � 17 r 0 o M 0 (� 0 3 U N z 0 �Z} I„u 3 V 0 c 1 0 N Q O z 0 N W \N J/ o / la- 0 .. 2W J Q z 0 O o \ O C � / 0 H ~ a. J t O Q V 10�z JU t Q 1--( LL Q o = V U I LJJ W Y o N 0 I U 7 E L c D U)rr^^ � o vJ O in - Q a z 10 r Q w zw w ^ z w L.L O z w /� z z Z Vi 11 I J J � oC 0 w V o J� Q � > z N U O Q m 0 N U) 0 N o W c 0 U U 0 W � , O W 0 1 M Of r=n U JOB NO. 182154 0 SCALE 0 N/A 0 0 n SHEET NO. 0 0z3A 0 STRUCTURE DRAINAGE 01 rio o rCD o t0 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 Inlet - 50% clogged 0.22 5.60 0.12 0.55 4.00 0.264 0.75 WEIR FLOW YD-11 12" Nyloplast Yard Irilet - 50% clogged 0.22 5.60 0.12 0.55 6.50 0.429 1.65 WEIR FLOW INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hrfor spread, and 6.5 in/hrfor capacity and depth) Mannings Coefficient, n is 0.013 Inlet 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 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 combined 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 � � i i � i i � � �l • � �. .. , • 1 • III U • • � . 0� � � � � � � � ®�� 0��®�� 0� � � � � �: ��®�� ®�� 0®�� 0� „� �., �„ ®�� a� „� �., �„ ®�� 0� � �� ®®�� 0� � � � �� ®�®�� 0��®��®�� 0� , � � � �: �� m�� ®®�� o�� ®�� O��mm®®' °' �0® � � ®�® �o�� 0��® o�® �-� �� o�� ®®�� o��®®�� 0�� , � � ��®�� m®�®�� o��®®� � �� 0�� o�� o�� ®�� ®�m� � „ � � ®� � �� oo � �� o� � � � ��m� � � � �. � � � �� 0��®moo©�o��® ©��®®�®gym®®o�®�� ®�m� � � �® � � �� ®®mom � �� ®� � �� m� � „� � �� o �„ � � o� � � �® 0�� oo � �� o� � �� ® ��®mom � �� ®®��oo� � � �� ®�®®moo®�� ®��m��®�� m� � �� ®�� oo�� ®�m��®�� ®mom � „� � � ®�� ®��oo��® ��m��®� � �� ®oo � � m� � � �� 0�� oo � � m��® 0�� oo � �� m� � �� ® o�� m � �. �m�� m� � � �®�� ®�®�®mom®® �®gym � � � � �� ®oo®mom „ 0�� , , � �� oo � � m� � � �� m� � � � � � �� ®mom®��®�� 0�� oo � �� m��®� ��m� � �� ®� � �� ®��oo�m�� ®®m�� ®�m� �� ® � � �� ®gym®®®® � � �� ®�� o��m�� oo�m��® 0��®®��oo�m�� ®��®moo � � m�� I I PHASE II PLANT LIST SYM COMMONNAME BOTANICAL NAME SIZE CANOPY QUANTITY TOTAL STREETTREES 37 9213 No. 35791 a J • � �,�"- ��,�'�r. ��- TAB 7A� a �� _��_Mw ��o�� A— � `1 f= - • - • • sniff�%&' `. mj . ��s � � ,_.. _ _ _. - _ _ .. .J�•'... ice.-m-.:....� L --- �--i !�\ �a � \:, � i ________________ ` v -I � .' ••` �� • e� .��®.��- �R"A'� . _ '_'"� _� -- Yii .® • _-�_— � � ! �� p`.► �" •�'•\ + > 'I� �` .,l �I ��- ��E „'ems ® �.- ._, II'�°jI III , ///•' �� _ - \ ',�•>!':� � �=I�� _ s:- �� i �I I I � ;=l�.r �9, T�II� .�ii--�� '�� \ • / •�' \ tea.._ "i .• j r •► WE j -- fit - 1 i �1�1 ROP I U s 2 + 1 \ 4 LOT LOT LOT LOT I LOT LOT LOT LOT LOT LOT I / LOT \ a LOT LOT LOT 18 184 1 I I LOT z9}Oo �. 177 178 179 18o 181 28z 3 3 I i zOS 206 z°7 zo8 209 z10 z11 / z2z LOT \ a j < PROPOSED 6' 1 rrww V/ n I PROPOSED 6' I LANDSCAPING I x I I-- I / I 213 LOT / P_RO_ •. '. _ - 3 u L -_'— i - _ _ - ` / LOT / /<O f oLANDSCAPING EASEMENT 14 > POSED 6' LOT EASEMENT w cmn Ln z h EASEMENT LOT 260 161 c I L _ _ - _- - - - _ -�- - - _ _ / / / / oG�iC PHASE I i—fi J Q O ��"� U ePqo�sdy jr9i T A \\\\ \ 0w Z.. wPRLNAING `` > OPOSEDTC zO 1 i8S EASEMENT W m STREETTREES LO �4 3232 7\v \ (P) (14) REPLACEMENT W LOLu TREES ALONG MCCOMB STREET o ( s` 13 LOT i I LOT 3 i - _ _ - / / \ \ \ \ 228 \ �+ RITES REMOVED THIN PHASE I FOR FOR THE PHASE \ \ l / - - - _ I - - LOT j 2oz i87 - / / \ \ \ LOT III DEVELOPMENT ^ (7) LAP TREES & (7) LRS TREES \ / / owc i76 I LOT LOT _ " _ - - - / / / ��9 \ \ LOT (NOT INCLUDED IN THE CHARTS) LOT 3 I 201 188 F -z, LOT / / A\ z. 11 I 175 I LOT LOT OT 6y w - - LOT \ S L 1z ' — — \ \ \ 222 _ :. ,. i� 12 I •' -' � - a x . �, .,• •. \\ LOT / � •. T r'n sl I I LOT — — CRO l49'R/ w �w`.,..� \ 22 \ \ // P' / "\\� �.:• •`> 0 3 ° d:,ii 1073 I II iOT i I I i 10o WJ \ - SLOT \ iz; / \\ \ \ M / ' C c LOT = 99 9 x s /A a 1 I ;co 1 - cli M a \ \ LOT I I 166 I rt3. u o I = � ' I I LOT I LOT I;. •, _- ', a iii 7 LOT 9 I 1 1 :••;�•••;• •:: ••/ O / :, an I - - - _ x zz3 r o I 167 p -f- - x ' . • •; \'\ : - \ / •':, • \ z36 .. u _ LOT LOT r LOT `,. •'•�.• :.•':•,:•;.••,:••; .•;:•;. �,': •,': •: •':•': •':• n \ \ \ I _ - / x' o ` 171 1 /r 2 z I 3 S,•, \ / *' z37 LO �j \ � I \ - i LOT - PROPOSED 6' it -I- 1 68 I 1 I LO J x ANDSCAPING � - � LOT LOT � . C•'. - LOT 2 \ II 3 I •'. SOP • • \� - \ - 47 CAI �.•', / .. 2 — ` 17o EASEMENT - OPEN SPACE \ 39 LO ( \ I I 1 6 I I I 293 : • \• ': \ � � I LOT zy6 C3) LOT 9 s?aC£: a: \ 2 0 I 4 w - l I L oT z 4 1 rt I S 4 9 9 41:�•::•;.:•;.:•;.:;'..,'.:;.:;.:.•,. \/L:. \ LOT L I I •'.� "� 0.12 AC i ti OT ( ) : OT z / 3 � 1 1 1 �' .,•,.•.•;.•.•'.•;:(P)(1)PASTREETTRLES :•• ,.'ii., m `, � / � '.\•,�.•'.• � LOT z z43 44 �s •°�.x \ `•,, � G ' ;ALONG RAMBLING BROOK LN': •: •': •': •'. • zy1 � (+'j f , : (NOT INCLUDED IN _CHARTS) �, �: a Q. Qua LOT ��F•' • Y °' - �_ �? '. • ,N :• � (P)(2)REPLACLMENI IKILLTTRELS s - T Z . 1 z M .. - 4 — M :..,, • . . •, . •• . •, . ,`(�Q „' LOT — - — .'� •�, x , ..ALONG LITCHFORD ROAD WITHIN p LLI :•':PHASE IIA FOR THE STREET TREES �� ' • • ..,REMOVED FOR THE PHASE III (/ �e°y � � •"•� •• � S ; •OPEN SPACE: • 6 � � M .:_:.,: PROP S UBLIC RD (49' _ M " :•: •'. VELOPMENT •D � 59 LOT Q ' - m ,�.. (z) UAP (NOT INCLUDED INCHARTS) - x 60SWIM 4 � O S • I -_ . , � . :.. • .. � / LOT (0.06 AC) iL LOT •:.:a I � � � ->-- - - :��---_. .. _ m •:. Lor L61\\\\�\'/ s7 5 CV PROPOSED6' I I �-' � � I I •.. � • .•,. ,. � / � / � 15 h , . , .. .•,. , I I ANDSCAPING - I � � �-, '•': s _ ♦ LOT LOT / I '•'.:,. � �, x Q LOT �' '..•.: I I EASEMENT I -- I I - I I I I - LOT LO i 8 1 �'.•;• '•. ••. • .•'.. •. LOT I I I I I (44YPROP OSEDASL I •_• .EXISTING \ T � 3 I . , 8z I I LOT I I STREETTREES I i CEMETERY_ / m LOT / / LOT z5 ♦ _ 16 I _ I I I I 1' •': .' : �' •': ' � � 55 /;. / I LLJ / 81 I I LOT III I I I 1• . • . / 3 / I' J 0 I I So I I LOT I LOT I :1.': • : / (E) 6' LANDSCAPING m < / LOT X LOT `♦ I LOT j lr J_ i I I I 79 LOT I I LOT LOT �. / EASEMENT AND \ LOT 26 Q z I I I 77 I I 6 f / 64 / / / 54 / > STREETTREES \ O _ I L _ I I I I I I l•• . •�. / LOT \ / / LOT '° �, LOT ♦ I I w r r I_ I I / // x E STREETTREES /.� 1 - - I •'. • �!'• / LOT \ / ' ( ) J r - / LOT ALONG DUPREE STREE52 T LOT � L I ' .m ,. ,.• �T :. :,. ::.7•i. ': \ \ LOT `\fir.._ m a \ LOT / R • • :. z8 0 o q o o �\ s \ 7 *• M x \ \\ 51 ~ J z F. O 0• LOT - .. 0 0l o \ PROPOSED TRLE ;: \ \ \ s \ \ \ \ X; �Jo �yry°a / LOT // 9 i ' PROTECTION FENCING \ T LOT m s \ LOT o ♦♦ \\ �� S \PHASE I / /// 20 �Ms LOT W (n Lu.s �� 30 / / / / � � \ LOT N z � O •�.,�,- \ ,. ,. ,�.' '�\ � p0 � / � 1�� / Lu w __— � _ \ (E) STREETTREES M / / / \ \ z1 �`` e� \ .-.. U J 30T <\� \\\\\ \ ��► .. t_ ..... .. ... ..o o .� ♦. �_� s \ \ LOT �O O a / � /'� Q . Q _ w A O l • — ...•. \ . - '•♦ �� LOT \ / ',r S LOT x / 22 �' .`` `' _ / `ul U) V l / y \� - - --- - \ ♦ s \ 6g : A jz LOT 23TQ� a .. / 0LIN_ Eo 0 0 0 0 o`•ys, g�BPo \ z4 1 / / W Lu \ LOT \ ° \ w r O \? \ LOT ... g}me , .. . • vJ o s \ Gy / LIMITS OF STREAM o o : �;. \ 67 �� s LOT I_ BUFFER (TYP.) , / � u w LANDSCAPING CALCULATIONS - PHASE IIB &PHASE III ROADS: � � � � ` � � �•�' ••; : •, . s \ `�� , .• . �. w •,. ' • 5 / w (L.1L'� STREET FRONTAGE o \ LOT W q J LOT 1 `/ TOTAL STREET FRONTAGE (PHASE IIB & PHASE III ROADWAYS) = 53zo' _ �� s \ 66 +• REQUIRED STREET TREES: 127(1TREE PER EVERY So'OFSTREET FRONTAGE) LANDSCAPING CALCULATIONS - PHASEIIAROADS: W ��` - �� oo !� \ \ / 46 J PROPOSED STREET TREES:23g • PHASE IIA STREET FRONTAGE (NOT INCLUDED WITHIN PROJECT BOUNDARY LIMITS)Q . �� \ �.� \\ \ STREET FRONTAGE ALONG RAMBLING BROOK LANE: 2,440' (PORTION OF) TOTAL STREET FRONTAGE (PHASE IIA ROADWAYS)=1,465' - REQUIRED STREET TREES:49 REQUIRED STREET TREES: 3o(1TREE PER EVERY 5o'OFSTREET FRONTAGE) ----��\ \ \\ \\ L0T CD 5 , PROPOSED STREET TREES:51 PROPOSED STREET TREES:3z �� \� tv \\ \ O STREET FRONTAGE ALONG DUPREE STREET: 245' (PORTION OF) STREET FRONTAGE ALONG LITCHFORD ROAD: 285' \ REQUIRED STREET TREES:s REQUIRED STREET TREES:6 A \ \ / LOT PROPOSED STREET TREES: 5 PROPOSED STREETTREES:? 0 0 \ ooYR FLOODP\AIN o \ \ 47 / / : �f STREET FRONTAGE ALONG HUDSON STREET: 520' NOTE: TREES WITH CIRCLES AROUND THEM DENOTE NEW LANDSCAPING o \ - o o \ \\ \ :.jf%: "; LOT / / / \l REQUIRED STREET TREES:11 TREES FOR LITCHFORD ROAD (NOT INCLUDED WITHIN OVERALL ` \ \ s \ ' „-,.-..-„-..... u LANDSCAPING NOTES: PROPOSED STREET TREES: 1z LANDSCAPING CALCULATIONS). o +., ••'"y , ' " • S M 1. 1 LARGE STREETTREE PROVIDED FOR EVERY So'OF STREET FRONTAGE. STREET FRONTAGE ALONG MERCER STREET: o' STREET FRONTAGE - EXISTING PORTION OF DUPREE STREET: o' o _ �\ `o �-"-' \ 5 W 59 39 O �,� \ FACILITY'D' e + v ,}' x 2. STREET TREES SHALL BE LOCATED idMIN. FROM WATERLINE AND SANITARY U REQUIRED STREET TREES:22 REQUIRED STREET TREES: B o \ ., �• \ + i o �. '♦„��o`•y, ...\ _.. SEWER STRUCTURES. STREET TREES SHALL BE LOCATED io' MIN. FROM THE MH "' w PROPOSED STREET TREES:15 PROPOSED STREET TREES: 8 w p '\ ,�»,;,,- _ f CENTER OF STORM STRUCTURES AND 5' AWAY FROM DRAINAGE PIPES INSTALLED � x STREET FRONTAGE ALONG LEXI LANE: 620' NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING o \ \ - ?` - -- =�, / a REQUIRED STREET TREES:13 TREE FOR EX. PORTION OF DUPREE STREET (NOT INCLUDED WITHIN ° o \ \ `..� \ \ =_ ": '- p ' .. ;'• t PTA DEPTH LESS THAN DEPTH STREET TREES MAYBE PLANTED ON TOP OF DRAINAGE PROPOSED STREET TREES:15 OVERALL LANDSCAPING CALCULATIONS). \ •♦o \. \ �; 4: ~ ~ t 4 PIPES INSTALLED AT A DEPTH OF idOR GREATER. JOB NO. 'GRAPHIC SCAL ~' ' ~'°`' \ \„o \ < �• STREET TREES SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT MATURE STREET FRONTAGE ALONG DUNNAGAN DRIVE: 445' STREET FRONTAGE -EXISTING PORTION OF RAMBLING BROOK LANE:79o' \\ y \ • - / `♦, 3' 182154 REQUIRED STREET TREES: REQUIRED STREET TREES:16 ° \ ♦ o S \ + ♦ HEIGHT; THE TOPPING OF TREES IS PROHIBITED. STREETTREES SHALL BE PRUNED PROPOSED STREETTREES:9 PROPOSED STREET TREES: 17 ao o zo pao eo 160 / \ \ .p`\�\ \ o :� - `•.� ` MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OFTHEPLANT. 'SCALE ' 4. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE STREET FRONTAGE ALONG MCCOMBSTREET/CLING LANE (PORTION OF):1,460' NOTE: TREE WITH CIRCLE AROUND IT DENOTES NEW LANDSCAPING \ o\ \ o ; ,�` 4 : - 1 = 40 \ q WILL NEED TO BE MAINTAINED IN AREA BETWEEN z AND 7 FEET AB DES GROUND AS REQUIRED STREETTREE5:3o TREE FOR EX. PORTION OF RAMBLING BROOK LANE (NOT INCLUDED PROPOSED STREET TREES: 3z WITHIN OVERALL LANDSCAPING CALCULATIONS). ( TN FEET ) \ \ \ . • ` : ``_ ' PEDESTRIANS. THE SHEET NO. A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDES E HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES. o \ \� r 24 1 inch = 40 ft. \ •�' ,`�_,` _._ =x• o 1992 3.38 FENCING(^�AND � 11 DRIP DNE� SNOW FENCE DOMID FENCE NG II_ `Cq6 FENCE jj 'M ,toomC rFe1Q CORRECT METHODS OF TREE FENCING County of Albemarle Comervation Plan Checklist- To be placed on Landscape Plans 11 (Handbook, pp III-284-111-297 for complete specifications) \ 1. The folloeine Items than be shown on the plan: El Treestobesaved; ® Limbsofdarning(out Wad phneoftremtobesaved); ® Location and type ofpotective fende, ® Gmdechangesrequiritgucewellsorwdls; fa Pmposedtmol ng umielingbeymdtMli bofclearng. \ 2. MarM� r 0 Alltrees to be savolshall be marredwit print orribboaat abeight cleary visible megwpmm[opmawn. I El No grading shall begin until to trce march, has bear inspected and approves by a Comity Inspector. 3. PreLonstruction Conference: Trce preservation mtl protection memures sM1all be reviewed wit to contractor on site. 4. Eautmem Opemtlan and Smraee: vn quipmmL vchievlm nafhc and etmage ofconshuction materials including toil aM1dl not be pemuthd whin to dripnnes of trees / / i/YC 5. to be to be saved. Sit Ecodou r nd Stoneman. Detention Devhes: � I ® Ssrcn devices shall Cot adversely affett trees to be saves. V I 6. Ftrei U Fires ve not pamibed whin 100 het oftM dxipline of trees m be saved. II I 7 'rush, Mahriah, I�IIIIII�I ® Toxicmatmals shall not tea stored witnin l00feet oftne dxipline oftrcestobe saved. III— �II I I -II S. Prateclrve Fen imao 0 Treectobercouved mmin 40 fWdaproposedbuildulgorgrodulg activity shall beprobelst by fencing. _ 0 9. Tree Went: -III-III=11 -� ® Wnmtedfor dlevelmustberaisedwi[M1intadrpnneofatieatebesavedetreewaBmallbeprovidedandacmutivchondetail 11'm F subnutted for approval 10. Treewanr: Evergreen Tree Planting Detail Ll Wnmtegmmdlevelmustbelowemdavtluptednplineaheetob swM,avaewallsnallbepfovided;andacomsv ondehil snbnuded for a,unval Not To Seale TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER I NFORMATION — GUYWI RES WITH RUBBER HOSE AND TURNBUCKLES 213 UP TREE — 2"x2" 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 SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND Nit GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 213 OF BALL AS SHOWN SCARIFY SUBSOI L TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKE TREES 4" CAL. OR LARGER SHALL BE GUYED WITH EQUALLY SPACED OPEN SPACE•:•:•':•':•':•'. '. '• '•�•% — {U.1.4 AC) D. ::' y: •' j / / _ - LOT I I ❑ \\ \\ LOT LOT 50oT 151 TWISTED, N22 GAUGE WIRE WITH HOSE I ••'.•% /' \1 \\ LOT 149 AND TURNBUCKLES. LOOP HOSE I ••'•✓ ' ' LOT 14g \\\ BRANCHES \\ 1 47 AROUND TRUNK ABOVE LOT \\ AS SHOWN, FLAG WIRES WITH V 246 \\ COURVEY TAPE. REFER TO SPECS / LOT 145 — FOR ADDITIONAL INFORMATION. / \ / LOT 144 AMENDED SOIL MIX LOT COMPACTED SUBGRADE LOT i 2 14 I LOT 241 y ., I I 1llo /. I 1 p/ICCOMg_STREET_ s _ sRI`N I (15) UAP STREET TREES / _oaoseo Pus�Fsd I I ALONG MCCOMB ST ( 2 + No. 35791 a 7/29/22 i-i Cz 11. Trencbine and Turndlne: lNhm henchirigis required whin to hmi4 of clearing,it snap be done asfm away from totrwks oftiees as posvble Twnenng under a large tree shall be Considered as an alternative when it is amicTated that necessary, trmching well destroy Asses rams. r I I I I Z9'too 1 — — z Z O J 1- O \ — — �• — F Q - 12. Cleanup: ® Rotedive fmdng snap tea the last items removed drvirig to final cleanup. I — /M _ _ I \i O d \ — / 2 +C)O _ V 13.DamaeedTrce: 3 I -- \- PROPOSED6'_ _- N m m DO z 0 Damaged trees shallb abed immediately by pmrung, ferrhootion or otmmethods recommended by atiee specialist. p+oo LANDSCAPIN W o In J O NOTE: IT ISTHE DEVE PER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION M REQUIREENTS. I EASEMENT LOT LC _ LOT LOT 1 N Z o In < Z z V 12/7/2020 1 � _ _ _ i Source: VaDSWC Plate - OwneRslclvwTURE (DATE? \ W LOT , _ til r \ LOT 1054 155 i56 57 W m \ - - - J CONTRACT PURCHASER SIGNATURE (DATE) _ ' \ _ \ 1 W w I � 3 �� 53 i39 \ 1 Nu v I _ of M-401 5,l/M Pete, oft / _ — / CLING LANE ��a LU o - - - - - w CONSERVATION PLAN NOTES: — - - 137 I "• \�� Q` 1 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT LOT \ I 3 CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE Ln I LOT I i76 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. r , r ( 1 136 - _ I LOT 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL 175 NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. r 1 I I PROPOSED 3-3' 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES _ 1 (n I f 1 I LANDSCAPING LOT d _ I I LOT LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE I EASEMENT I I 135 PRESERVED AND PROTECTED. I I � I.r 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED r r - - I I LOTIi� I LOT I I II w N N AND PROTECTED ❑ }n Q a u' 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. I ; I I I — I LOT ° a� LOT I En 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED 133 \ 1 1 I I I I I BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \ - 1 ©- 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR LOT LOT 1 I I I LOT "ill I LOT OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF 1 I I 1 S — — — — —I I LOT 129 23o CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT \` — — I LOT 127 iz8 I I I ;" POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING 1 1 I �-O O.L 12 - Z - I• • PROPOSED6 WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. \\ 1 O O N /� LOT rL 12lF 12S I — - I I I �3i — o a I�.:'• •. LOT LANDSCAPIN \ 1 I o w LOT LOT 1z3 I I I I 70 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM H ANY TREE TO BE PRESERVED AND PROTECTED \ - I N U LOT I — I -- `1 EASEMENT Uj SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT I I U I J : 1� IN - CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER \ LOT I >. I I 11g r _ 1 — _ l I — _ _ \ - OR TREE SPECIALIST. I U — _ — \ L 3 -_ OT 118 o Z I 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND \ �'� LOT 7 I O w I _ 1 — " _--1- --- -� -- PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT LOT LO 116 11 x. Tn II - N ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ �.S t \ LOT LOT 114 115 I w 1 \ - x M�_m W x M 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN \ SS f \ \ T 112 MEASURES REMOVED DURING THE FINAL CLEAN-UP. �/ LOT \ \ 111 ' � • I 1 � "� - �1 LOT IN, Q toLL \ LOT M - - I_ , g \ � _.r _ O 106 \ .. �. • - LOT 107 108 \ \ ��, M - - - 51 .,, -4 — i ` I .S�A .B N \ .•'.• "��:�':•'.•, \ LOT - II S - \ •.,. S ..•. \ LOT � \ \ - „--�% " ..:x M _ •.. _- J I - - I I __ I SWM _ \ � . • . •' / - — _ O 1oS - � � _ - - - 1 I - - FACILITY'C' •.• 'a _ - � 103 AN w - x EA . • , .�•.•;:•;.••'.•'• ' � a .; _ ., : >� F P t1 - II I �'.•,': ::•'..' •.• LOT I I S LU J 0 \ : •.': •,S•:.:::: / r _ \ y \ \ I 1 III III LOT $5 I I '.: • :• ;'� : •� , 1 \\ r. - x \ \ III I I I I LOT I I 1 86 I I 11 II I I I /I — Q \ ' ': � � � _ •./ \\( \ '- I I I LOT 11 I 87 I I I I II ' •: r � � ® i O z •': LOT oz Q i LOT \\ \ go III I 11 I I� L — — r.. ?^::.; • \ _ � C— O L \ \ 91 \ \ I I III �— �� J _ l OT \ \ \ I / r 0 \ 92 \ \ \ III i `• -� l _J Q n \ _ \ \ \ \ LOT \ \ \ \ I I_ / f �' ' • ' • ' • ' z z •'.�"� . \ LOT \ ., \ \ \ \ I - .. . ,..•'.•'.•'.• of _ OPE :ice::.:... • .:. • �.' _ LOT \\ \\ \\ \\ \ \\ \\ \ .. . •. , .••.> N SPAC � PROPOSEDI ,\ .T'.•' � ..i o I o. , \..• U ASEM y.•• ,. 3 \ \\ \\ o o. , ,'•• ::�;i � LANDSCAPING 95 F E'` \\\ \ \ ° WLn In �. II ". • : •. 8 \:x :::... LOT \ - _ _ - - oi 11 1 SWM I I - IE 6 \ \ \ \ \ \ `.: .• .• .: .•' ..' s'r o . (D o - o LOT y ) - g _ - - , r ° ° , o ..° o 0 0 0 ° o" ° W \. FACILITY B '. - o - a \ f. ' 100 j�t . :{ . .. 1 1 1 \I LOT \ \ \ \\\ \ \_ o o N ::•':•' •' LOT / .*5 aAt � � o Q 1 1 / PROPOSED TREE '.•:..•. .. .. ...... .. • _•:...•;. .� � _ �- i.• .• •' .y r•�':•: LOT 1 98 \ \ � — '•':•OPEN SPACE:••':•':•':•': :• � -. ry ... o � \ — 1 I 1 I \ / ••'PROTECTION FENCING I W U) — f \ r - r'. o Z ••' • ' •' •' •' •�•' YRFLOODPLAIN \:•':•':•'. ': .••: . I 1 o too - i 1 r• v, 1 / O W Uj 1 — '... it ' \ /' \ err• \ •..�.. � � —. � ` � z I _ 1 Vi %_ W 1 o ° JLU - r� o PROPOSED LIMITS OF o o ---- \ \ .' • \ / / T CLEARING - BIUFIFER TMp \ / .., � _ ..,,_,._.,_... / ° ° o o 0 o LoA No (T OPEN SPACE H _. _ o o° o 0 TREE YPJ STREAM o \. ,,. „rc �� - ° o 0 0 0 o a. �. o o° o.' o .o 0 0 o° o ( PO$UFFER) I I °° o 0 Z o °\ \ ......�., r•.r•.r• �/j / / ° o 0 0 0 /` o ° 5.273 AC L I ° o O o a - - / / ° o /../ ® o o T / o v1 /0 " o o ° o o 0/ / / / (D ° o O ° o - o Q LU e \ PROPERTY LINE - - - a ° ° ` - 0 UJI GRAPHIC SCALE JOB - ° ° ° 1821 54 � O. 0 ° ao o zo 4o ao ,so � O O � ° �------- ----- -- -- -- o ID ° o 0 SCALE ° 0 0 ° o 0 0 0 0 0 0 0 ° o o/ 11 _ 4 1 IN FEET) o° o° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °°° o 0 0a° o EXISTING STREAM SHEET NO. - S S S ° 0 o o(D° 1 inch - 4°0 0fO z 0 0 5 76o 765 765 76o 760 / HT. OF OBJ / LINE OF SIGHT NCE'i i 755 p\sj 755 750 / HT. 0 750 / YE= .S' / \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 kO Ln r\ N M 01 H l0 OD R 00 0) d H 00 S Ln Ln �t O d In M H l0 M ^ 00 M M 0D O1 0 M •i 0 't rl M 4 O Pl Vt .T �y N M ll'1 v1 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-NG� 740 LINE OF SIGHT HT.0 740 / EYE= .5' 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 Ol 000) LNn H O m O � O H 00 .00 00 O7 n tD 00 Vl M 00 H rl N M M ul M M Vl M M N M M M M M 1p M M ^ W M M 00 M M 0 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 S+00 5+50 6+oo 76o HT. OF LINE OF SIGHT OBJ.=3 5' �G�DIS�NC=28o' 755 — 755 jEYED HT. OF S G r— SINCE_ �2$o 750 750 JPROPOSED �- GRADE HT. OF OBJ.=3.S' 745 EXISTING GRADE 745 00 0N NO CO00O w •i M O 'i N M w H. 00 (M+1 N LO In V1 V1 .t In N Ln N N Ln v1 'I N V7 O v1 (n 't ci O1 � .t 01 0) I S 00 n It ^ N n^ n^ r\ r` n n^ n n n r\ n r\ ^ r\ ^ 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 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 BROOK (ANE I TER ECTI N SIGHT 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� rE�E-3.5' T 740 HT. OF OBJ. 3.5' / 735 EXISTING GRADE 735 730 730 Ou^l OM L9 l0 N O M 00 N I -I O H Ol O NM O^l O MIn M.t M M W -01 a) N 0 It 0 .t ^ 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 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 770 770 765 765 HT. OF _ GHT D OBJ.=3.5 76o �ISLA %28o — LINE OF SIGHT 76o T.OHTDISTgNCE= EYE= .5' 80, HT. OF EXISTING GRADE _7' OBJ.=3 5 755 GRADE 755 PROPOSED 750 750 Cl Il 00 ^ Ln M •i � n N H rl `,0Ln 0) N 0) 00 00 r` N r\ l06 nr` 6 r\ r` t6 n L ^ 11, n r\ rl 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 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE No. 35791 � 7/29/22 _�aJ U) z w E 0 U) (� U oS Zz o a o O ~a k > m w � z 0 J Z ti 0 F�1 0 F- Lu :n z < Z a Wca c CL LU Irl 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 LL O -0 J 0 3 W z u� U z� L ° Q� N U) 0 C W O 2 C O Z Vl w w Z z w z z z LU a W n V 0 0 0 z N U Q x ) L 0 W /J^ E u U O w w p w � d � O U JOB NO. 0 182154 ° c SCALE � V: I" = 5' y H: I" - o' o SHEET NO. 26 v 740 HT. OF 750 750 745 S\GN/ / 745 LINE OF SIGHT / HT. EYE=3.5' F PROPOSED GRADE —\ / 740 T DISTAICE" C-2 °� 740 _ 51G HT. OF 0131=3.5' / 735 EXISTING GRADE 735 730 730 ..}t O O Ln O N nm W r` O O Ol V1 Ol �t M O 00 W O O ry nl 1 0) I M't OVMl1 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+oo 5+50 LEXI LANE & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 i HT. OF i OBJ.=3.5' / 735 LINE OF SIGHT T D151 735 730 730 HT. i i / ROPOSED GRADE 725 0 725 720 720 / EXISTING GRADE 715 715 HT. OF OBJ.=3.5' 710 710 705 705 M Ol Ln d N rl lD Ol N ri N Ol M r, m 0) l0 . H Ol r\ Ol m O �H W N In N N O NIt rO l O N O r O r m N m r m m mH r, ulO mr r, r r, 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 LITCHFORD ROAD & RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE 740 740 735 LINE 0FSIGHT E= $2 735 SIGH AN 013J.=3.5' SIG" DIS EYE=3.5' 730 z 730 HT. OF OBJ.=3.5' ROPOSED GRADE 725 725 EXISTING GRADE 720 720 N 00 m i ~ 0+00 0+50 1+00 1+50 2+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 It, HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch - 50 ft. 765 765 76o 76o HT. OF _ SIG T ANCE- DI -2 0 LINE OF SIGHT OBJ.=3.5' — TEE= F5' SIGHTDIS-rA 755_ 280,755 HT. OF EXISTING GRADE OBJ.=3.5' 750 750 PROPOSED GRADE 745 1 745 f 00 O Ol 00 ry In 'i N O O) O 00 O .T O 1p W 00 'i O N V1 M V1 V1 ^ I� O m r` In Irn. l066 N " N Ln N l r, r• r r r rVl 770 0+00 0+5o 1+00 I+So 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+5o LEXI LANE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 770 765 SIGH�ISTq 765 HT. OF _ OBJ =3 5' %280 LINE OF SIGHT — 76o T. OF I HT DISTANCE= 76o EYE= .5' 80, HT. OF EXISTING GRADE OBJ.=3.5' 755 7 755 PROPOSED GRADE 750 750 Ol r. lD OD M r. �t 00 ^ l0 M rl LD r• r. r. r` r` r. r` n ^ r` ^ r` Ln r• ^ r` 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+5o S+00 5+50 DUNNAGAN DRIVE & MCCOMB STREET INTERSECTION SIGHT DISTANCE PROFILE 765 765 76o 76o / HT. OF OBJ.=3.5' LINE OF SIGHT 755 755 / / 750 / HTE.0= 750 Y .5' / / 745 \ Nei 745 / / PROPOSED GRAD \ 740 EXISTING GRADE 740 HT. OF OBJ.=3.5' 735 735 O O co M M Ol r` co 00 ,0 N I� M Ol `� lD 00 W m H W 't Lll `t S 111 O 't Vl M rl lD M ^ CO m M W Ol m m 6 ri �t M H ul O .t ^ M f .t El .t O --t 4 N f+1 Vl 00 ri r. r, r. ^ n ^ n ^ n ^ r. ^ r. r. ^ 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 DUNNAGAN DRIVE &RAMBLING BROOK LANE INTERSECTION SIGHT DISTANCE PROFILE SCOTT/R. CtTLI No. 35791 7/29/22 V z Z J O Q 0 F2 u K m ^ W E1 Z J Z .a. O F W ~ F N N M O\1 0 E�i n (9 'TV N O Cf7 N (N Lu J J_ U) w L9 J Q U w I n D C. z LU w U) Lum z LU 0 LU z Q 0 LU Q J_ E— O QC O J Q w z v '-' z LL. Q 1 F--- N LJ1 W LU LU LU a J G t O W p 2 a Ln JOB NO. 182154 SCALE V:III =5' H: I" - o' SHEET NO. 27