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HomeMy WebLinkAboutSUB201700187 Correspondence 2023-04-06ROAD AS -BUILT PLANS FOR 11111*14ZIC EXIST NEW DESCRIPTION 165TC x 12'TC TOP OF CURB ELEVATION 16' x 12i SPOT ELEVATION 165TW x 125TW TOP OF WALL ELEVATION 165BW x 12'13W BOTTOM OF WALL ELEVATION BENCHMARK STORM SEWER ROOF DRAIN SEWER LINE -• w• WATER LINE -° - - �- GAS LINE OVERHEAD ELECTRIC WIRE - - -� �- UNDERGROUND ELECTRIC ---° _- - - - OVERHEAD TELEPHONE LINE -_-_-_- --�-�- UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE _________ VACATED PROPERTY LINE BUILDING SETBACK 0 DRAIN INLET (DI) O SANITARY MANHOLE PLUG Vk4TER VALVE & BOX FIRE HYDRANT WATER METER ♦� ♦� LIGHT POLE f UTILITY POLE SANITARY EASEMENT --"'- GRADING EASEMENT DRAINAGE EASEMENT UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE FENCE STREAM 312- - 12 - INTERVAL CONTOUR 300 - 00 - INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CG-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP ASPHALT GRASS EC-2 MATTING EC-3 MATTING 1 WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ® CG-12 & HANDICAP PARKING CROZET COURT 5UB201700167 TAX MAP 56 PARCEL 45 AND TAX MAP 5GD PARCELS I AND 2 WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1=-1,0001 a �`�'�^mom �j,•��E4 '�ti'.� _ i�� � � � ��� ` `�_ :4vk 11'• SITE IMAGE PROVIDED BY ALBEMARLE COUNTY GIS SHEET INDEX CI C2 C3 C4 C5 CG NOTES: 1. PARKING ON ONE SIDE OF STREET ONLY. SEE C4-C7 FOR DETAILS. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. 4. DESIGN TRIPS: 260 ADT 36.0 29.0' CURB 3' CLEAR ZONE 5.O' �Ag HWG SW 6.5' �� 2.0% 2.on - - 2.0% LANDSCAPING STRIP, TYP. 4.0" CLASS A-3 CONIC. SIDEWALK (TYP.) VDOT 21A (TYP.) - COVER 5HEET - A5-13UILT 51TE PLAN - A5-BUILT ROAD PLAN - AGATHA RIDGE LN . - A5-13UILT ROAD PLAN - AGATHA RIDGE CT. - 5AN ITARY A5-13U I LT SEWER PROFI LE5 - STORM A5-15U I LT SEWER PROFI LE5 NOTES: 1. NO STREET PARKING. 2. DESIGN SPEED = 25 MPH. 3. DESIGN STANDARD: GS-SSAR. 3' CLEAR ZONE 50.0 RO BBR �_6 24.14' CURB TO GHiTEi�rr. 3' CLEAR ZONE 5.0', S7 20% 2 0% -4144 9+9 HI9 i VDOT UD-4 SEE DETAIL 1 C11 TYP.) ""P"'Ll 1.75 SM-12.5A GP+fAE� 2.5' BM 25.0 ASPHALT AGATHA RIDGE LANE & COURT RIGHT-OF-WAY CROSS-SECTION Cl 1„=10' SW 10.07 6.5' 2.072.D% y 2.G% \-LANDSCAPING STRIP, TYP. .0" CLASS A-3 CONC. SIDEWALK (TYP.) .0" VDOT 21A (TYP.) i-lHdE 10.07' ZONE �CrG CG-6 x� 2.0% �ygg�-S{g-H{�.q VDOT UD-4 SEE DETAIL 1/C11 (TYP.) Ot ASP! At+ 1.75' Sld-12.5A 2.5' BM 25.0 ASPHALT AGATHA RIDGE COURT R.O.W. 2� CROSS-SECTION AFTER CUL-DE-SAC Cl 1„=10' OWNER / DEVELOPER Owner/Developer: Stony Point Design Build. 200 Garrett Street Suite 0 Charlottesville, VA 22902 LEGAL REFERENCE TMP 56-45 &TM 56D Parcel 1 and 2 - DB 4951 PG 170 - DB 1479 PG 180 - DB 666 PG 109 - DB 488 PG 007 - DB 5126 PG 635 - DB 128 PG 705 SOURCE OF BOUNDARY & TOPO SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING BOUNDARY SURVEY COMPLETED ON 7-25-2017 SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING FIELD SURVEY COMPLETED ON 7-25-2017 MISS UTILITY TICKET #04368 A720000816-OOA SUPPLEMENTED WITH FIELD TOPOGRAPHY BY ROGER RAY AND ASSOCIATES. BENCHMARK(S): NAVD88, IRON AND CAP SET ELEVATION=677.22 NAD83 VIRGINIA STATE PLANE SOUTH AS -BUILT SURVEY INFORMATION PROVIDED BY: ROUDABUSH, GALE, & ASSOCIATES, INC. 914 MONTICELLO ROAD, CHARLOTTESVILLE, VA 22902 (434) 977-0205 COMPLETED ON 01/19/2021 20' 50.0' ROW ' 15.0' 20' - 13.0' ^ . 19.0' SEED SHOULDER FIRE �B ----S SH ULDER OMPACTED SOIL STABILIZE o 2.0% 2.0% 0% SUBGRADE SURFACE MIN. CBR-6.0 3:1 SH\oPIeH WWW- I II_-aiu_ Tu_� 1.0" ENGINEERED GEOGRID TOPSOIL BLEND PER MFR. SPECS. SECURE SECTIONS W. ATRA KEYS & ANCHORS. FILL VOIDS W. ENGINEERED ENHANCED HIGH STRENG INFILL & TOPSOIL BLEND PER MFR. WOVEN GEOTEXTILE AS SPECS. COMPACT INFILL TO 95% RECOMMENDED/FURNISHED CE STANDARD PROCTOR. CONTACT BY MA UFACTURER PRESTO GEOSYSTEMS WITH ANY QUESTIONS. EMERGENCY ACCESS FIRE APPARATUS ROAD :3) IN AGATHA RIDGE CT. & JAMESTOWN RD 50' R.O.W. Cl 1"=10' NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. /VARIABLE•H.. (. I f • f ! o / i 77- . ..-.. ..-..-.....-.. Imo/ ��\ V.W. SWM FACILITY ESMT. •. ' SWM FA�ILIT• I 3:1 / /-1.STORY J BRICK/FRAMEON BASEMENT STORMSTR C3 .:.,.•� I 685ANAGEI'::'•:'•::':''/ _RIM=629.13 � .`''.:�I � /�/S�G�EUT=62043 -------0' IVATE 'WI / � i /DRA E ESMT/1 \/�10'PRIVATEDRAINAGEESMTo..i... / 1ES1//(DB:52967 PG:64-115) 1 V.W. SWM FACILITY ESMT./ I _ (DB: 5297 PG: 64 115) I I I 0 FUTURE = I / .. / .. �•'�:�:;��:.:'�' � \ \ I I I I 'I LOT 1 LOT 4 \ LOT 5 r / LOT 3- �� o .`:`• :::::':•.: ' \\ LO(b l I I FFE-676.38 , > F i / > • . `'; /. � ' . ! •. • .L . ' � ..i rod!' s / :•`.'•:'`�:•' j� FFE-670.55 BFE=666.38 / . • / r ✓. ' • . ' ' .!' '. / , I FRONT LOAD D �F. �/. .. . l .'.' . �/' • ' /• � . \,E , ____ / / \ \ \ L � \ IFFE=664.85 � BF��--660.55 � j0 �--- -- I / \ FRONT LOAC F40NT LOAD a -----___-_ ' ''• \� / � ' -- \ \ �0 � \ \ \ FFE �658. � I o� I � � •; � . /.' ... ✓. '..�'• '. •... '.. '. I • . �. �. ' �/• �. '.;�. • '/'../,'. • ,�1.`'�' / \FRONF $OA \ I SLAB / ✓ f-- ' jr• /' I• '. /. I ' .I'. \g („ a�* �� RIP -RAP ^( / \VFE �53.3\3 \ \ SL� EC-3 LINING I . ' I vF A / �' ES-1_ _ - - - - / \ g \ \ 10' LANDSCAPING T \ r .%',' ✓. �./, %• , '. CALCULATIONS �QN�RM I . 'J' ' ' \yS5 / / \FONT\ OA� \\ \ \ / SAN LAT 3 / 297EPGL6 ES 5' SPEED LIMIT SIGN tc�c o I L \ \ I / �. ADEQUACY OF - STORM STR Al LO / \ \ SLA \ 4 • 75 LF. C ASS Ai . ', ' I , '. . w ( WT=627.77 , _ - l T \ \ \ \ \ \ SAN LAT 4 (TYP) STORM STR A7 SAN LAT 2 _ o , v _ RIM=669.37 TYP '.RIP' RAP 1 '5TALL� !. f _ 15 , I I I ` / / / \ `I SAN LAT 5 OUT=659.72 EC 3 MA ING. ' / " I ! I 1 / / V \ XC/0 (1 s) STREET SIGN '.; 6 . I PUBLIC I I \I / �� L}- / \ CD-1 15" HDPE 29.25 LF ®2.43X \ EP, CURB, & 8 DRIVEWAY UNDER. RIP, K', a' I D AINkGE , FEE- 8.33 DRAINS TO A5 --- - GUTTER (TYP) - -- 15"HDPE 28.49 L.F. ®2.14% s 1 BEGIN 6" 6 -- _ DRIVEWAY ' - _ .. FOLLOW^: �\`: • ( 1' E 0' PUBLIC DRAINAGE ESMT - I \ FRONT LOAD 1 �'-� - '. -� ...-� '. ~ .. ' • M.:.. --- �_ 10'�NDSCgPI CURB W. BFE- 38.33 \ I AN LAT, 1 •� 2(D6:5297 PG:64-115) / " f l \ 9 ( STORM STR A3 / / STORM STR A4 SAN 6 - - - ..: .: ' : �:... - K ` _ - S _ - _ TER INV IN=631.69 FROM A4 CD-1 ----- _ ' , - _ o •s \ 2:1 APER e rlal.r m r / I o: / :\� RIM-640.32 - F - -- ` SSPE f VAPT I ) C/0 (TYI IN-642.15 c------" f ` r ( DRAI i - \ C2 C2 /I� / \ II STORIN 6 6 30 INV IN 631.70 FROM A3A) NS TO A3 SAN LAT 7 \ �� O F _ ,: i.✓. --_ I RIM=631.39 I �` ( INV OUT= 631. UT-641.91 ..�.. , .: 0 I � 4T � � I - -- ' STR_ T _� // 1 1 OUT=628.10 I �� 20' DRAINA E & ROW <A 25 MP ADT / ( \ 5. (D8:5297 PG:64-115 / - ,TERS'. W\ _ \ W, 6W w 1 - :. 16 - v \ I SWM ACCES ESMT £ 2ca ��` �.. /i •✓�. I // RIP -RAP / �l�a / 1 I O I I \ tq \� (D6.5297 PG.64 T ) �i W w 1C N WATERLINE I / Q 7 / / 1 tea_ F ,�. STORM STR C2 � � I I I I I \ ' / SAN LAT 9 /' Y.: � ✓ I �W w \ � __ / LOSS STR A3 STORM STR C1 / IN-610.64 ( x P \ ®I w TOM w GL ) AD OUT=610.04 OUT 610 9 \ 1 5A WM" a KM. FHA w I I I w . >' • . i i i RIM=640.32 \9'' �? '. ' ✓. \ / / _(FROM 0 0 ✓. . - 19% 178.27 LF ® WM ' ' .� • �' � , ` / / / INV\INN631709 FROM A3A �` ' X NO PARKING SIGN � „ �' \ \1g5 ® / � f_ _ - - - 15 HDPE 8.82� 1 8"SDR-26 1 epA � � / r / ( >" 50.83' TO MANHOLE- 0225X - • ..• ✓ � / ' ' � // / V.W. WL ESMT OUT= 631. I TREE � 15 NO \ F ` L 5A - 26.96 LE -- �� � � .. _ � EP CURB, & / ho/// J \ 5' LANDSCAPING ESMT \ DB:5297 PG:64-115 ) i P 1 STOP SIGN 6 175.23 L.F. 010.65% _--�� 20.0 TO MANHOLE 5A IRO 0 li - _`\, GUTTER (TYP) / ' • / NO PARKING SIGN (TYP / - 5 - . M Ap 8"SDR 2 _ _ - 1 RIM S6 5.83 DBSIGH5297 PG:64 T DISTANCE ESMT. • .� / / ✓ (DB:5297 PG:64-115) (' \ 1 ) 15" F�D� a �\MH � __ _ 1 ( ) _ - - -, �2, 68.50 L .11X : �. 1' 65 MANHOLE A4 \ STORM STIR A6 APPROX SAN RIM 67506 •r' / / VA ABLE WIDTH/ \/ • •. WTq R%C.i; CD_1 . • 1 \ L,,, .02 TO\ \ OUT=664.31 1\ _ ( ) _ _--- - STOP SIG. .� j i /✓ /FACILITY MT 5' br _ _ gg 7p J IN 4 q7.o7 _:,.:;.:,.::•. 'BOA' WM S ON �P\NAM M } M H LE A4 \ E N 60.99' TO MANHOLE A4 \\ 20' PU OUT=65890 ) MOH p NO PARKING SIGN s SO' \ OLE 6A UT UNDER OUT 668.29 ./. V.W. SWM FACILITY SMy WPM/ '.i•. +$' \ DRAINAGE E \ •.i-. ggLL��CC 5" EASEMENT f SI lIS P II SAN. STORM STR A5 \ N S15) \ 20' SANITARY ESMT. 30.3' TO MANHOLE 6A \m LAT 23 / / "'••. ? � I � RIM=652.61 \ SAN LAT 22 \ (D6:5297 PG:64-115) JI \ MONUMEN S N `BEGIN , ,, / / � DB 5297 PG 64-115 / �M/ �.5297 PG: 64-115) ` i / IG l i� !, / / / I �ppD / �! ' y STREET SIGN �, N=643.18 \ ,-1 ROW' / co CURB CLAUDUIS CR( /GL M z r" �81% , 1'\I SAN LAT 21 OUT=642.86 \ LOT N \ �\ " -1I j SIG 1 ; fFE=665.�� 10' LpNDSCAPING & \ \ ✓ \ �(D8:5297 PG:64-115) I .: � 21 TA ER LQ 111 _ M / / --- •1 p�g \3 NMM645650 �1 BF� 655 33\ SIDEWALK ESMT \ \� \ \QT 24 \ \ �� \ , ; o IITG GU ER W 15 . ?:?•:.t.:•.{•: I ( STORM STR A3A ' 1' �� R I 8 9 I 1 TO FRONT LOAD (DB:5297 PG:64-115) \\ \\ \\ \ LOT 26 �' RO /�' .'•': N / /- z S m \ to sa \ " ,'I $so +:. MANHOLEA4 our=saas4 \ �\ 2 \ FEE�670. \ - 7�.�3 \\ \\ ( ) \ FFE=677.00 / :•.;.•.•.:::::: o F/ E 638.�. RIM-s37sz WB �,/` \ 63 \ FFE_6 \ o LO 2 FFE-6��63 es FE-665.8�=677.80 \ \FRONT LOAD / :..'../{:i.. \ \ // f'F t ` OUT-632.46 I' X 3 ZQ�p I NO PARKING SIGN [ I G3 I 1 - I 20' SANITARY ESMT. � _ ( / 5' LANDSCAPING ESMT - M� ' FI , 'I:+ 33 I \ (DB:5297 PG:64-115) \ NT LO}�� \ F f�QNT LOAD \ \ SLAB 1 FRO 1 FRON6OAD 1 c \ INTERSE TORM STR E3' {{�:'•.:.:'a'•::';:: J 1 )�p + I P NTIN I \ \ SITE DISTA CC RIM=618.46 / (DB:5297 PG:64-115 - - - V OUT-611.31 E3 •,`::: w:ri � ...... • � - I SIGHT DISTANCE ESMT. ..Ij I \ \ \ I I \ \ \ \\ \ \ \ Y SS 280' LENGTH 7. z \ \ F. 7 PG:64 115 I /DB• 529 \ 2 ) 02 1 V \ ................... .... I ..:.:�:'.:::::::::::::::::::: •.:•• NO P KING SIGN .' /N SOAP IIG / ...................... ' / 8"SDR 2 - --- -- • / .... ......:v.:::•r.::::•:. •,;... 1 ( i 39. TO °'kW LK MTI. - SAN LA714 (DB:5297 PG:64- \I T ESM s. I II � •• � ROPOSE' ROW S \ \ \\ \\ \ �� � I '• ' '''. ti•':'.tttttttttctttat:: •: .... /� ,'. •. S.' S5 -- �` 6 _ ............................::.:• ( I � ..: .. . , � MANHOLE 3A - - ESMT .. i 6pM • . .. 115 I � "' _I (DB: 5297 PG•64-115) I CEM \\ \\ / �• 1 ``�_-- 20' SANITARY VJ ) � v .• ITA VEYARDpp�� IINNGG& SIDEWA KAPESfAT. DISTURBA.... .yy -\ \ _ IN-633.03 DB:5297 PG:64-115 D6:5297 PG:64-115 HIN GRAVEYARDI _ MH 9N TO END \ \ \DB:5297 PG:64 115) SAN LAT 13 ( I ', ( )(DB:5297 PG:64 115) _ \ II .•., �' b \ � 1 / I OF EX SAN.PIPE v,�\ :•t:: 'ii.:\'.':'r:tit:•'•::: -. �1 - f� DBE5297 PG:64-115) I SS S N o _ - t ---- ---- ---- \ m RIM 83791 �\� � ( •. I �I � FF[v-649.60 �1 •. � \� ��• �� / I I I� I� END OF H 9N TO - ---- -- \ ��I WLN=624.82 I BFE-67F0$6 wM ' ETERY \ I \ / OUT=624.66 F� T OA I SAN. PIPE \ �\ / \ \ �\\ \ '"xlv` L D �\ �\ :. I ESMT. \ I �? \\ / \ /pl FF.\ \ \ T"-�_- - \ I I 10' LANDSCAPING / ���_f �) STORIINV IN-610.04 \ SAN LAT 12 LG I \L \ \ �T� 13 I 5'x10' A�Si P \ \ T \ EX. ESMT. / f�=S"611R�99 \ \\ '�\(TYP.) �� I . - � \ \ \ x� \ \ I ��{{�� �� / INV WT-809.84 E� \ tFt 631.1 10 SIDEWALK E MT& A V I' T�yyµµ��77gg�� �v AL�NG EX. / navEo • • ,�r^ I^ � -- 3 1 ,CURB, & \ BUILDING / I \ \ \ \ SDI �. � I R (�, 0' CEMETERY ACCESS ESMT.. \ o10.9zJ 1�� - v I & GANG MAILBOX ' • ' ----�- \ / I _ OUT-616.26 BX6 11MBER STORM STR 83 LV \ TW 6 1 wMI 1 M ACCESS \� \ V.W. SWM FACILITY ESMT. � � � ]] 44gg22 Y\ \ `\ 'YJ<ITY� T \ \ RIM-638.34 I F '• (D8.5297 PG.64 115) \\'-BW:643.66 NEW RETAINING LL I / 1 g3•y3 4 8 ��F• �� IN-618.27 (DB:5297 PG:64-115) � I •• i V N= 4 W" �� \� � h 'EV! TH � 1 \ \�� � � '+ ) '\ 1 MAIINENAN�E & -- T=600-6 / / ACCESS EAIfiEME T ® �' \ SSMH 2C \ 1 \ �iW: 64 I II I \ \� \ ,� ` \ \, \ � � � •. � RIM=639.44 \ `• STORM STR 81 \ OUT=628.42 ! OUT=635.30 \ \ 1 \ \I-FFE=644.20\ SEGMEN,h I 1 \ F2 2' w� 20' SANITARY ESMT. GRAVEL 20' PUBLIC DRAINAGE ESMT. I ROW \ \\ SLA� \ RE�. WALL W \ NAGE & SWM ACCESS ESMT. (DB- 5297 PG:64-115) \ ( ) w _ \ : I (DB: 5297 PG: 64-115) - - !- - _ - - RIM=610.73 \ _ _ \. ' \ • \ . • .4 \ D6:5297 PG:64-115 N (D6:52974 PG:64-115) ` '0 AIR j" `.• I SAN LAT 20 - ANDRAI .MAX H=C, ao a F1 \\ / NO PARKING SIGN �-- N-soo.g7 ((FRgA 1A). � T F4T. w \ \ SEGMENT BOCK 1 SAN H INV IN=600 84 _ , _ NTERMii N•T LF HOPE 20.09 I CD_1 \ ^� GRAATME 630.D33 B" i \ 2�, D �I -� a (nn�.) V 1- �0 Brkw -2-a J OUT-100.64 '\• . 'v 05.27X - - - - - 7 $TRRAM . \ ' \ --- _ tJA DRAINS TO B5 2 I \ = F Hp SSMH 6X . .\. T. -•�.\ ._ --- --- :•. 1 �--- -- -I _ - - Wd-2-8 OUT=626.24 RIP -RAP ®j0 4pr I'. l RIM=635.3 � `� \\ \ \; \ D AI v0 0 �• NO PARKING SIGN MAX = \ H=5.82' 15' HOPE 111.02 LF O6, �11 �\� V.W. SWM FACILITY ESMT. VARIABTE NDTH -_ 33X B3 \ o I I \ \ -\ I \ R 657.95 PG:64-115) • SWM FA JITY ESMT ' \ 82 �- s H S \ V IN=648.07 VI D> Q MA2p p pp 1 \ AS -BUILT \ V OUT=647. 7 MATCHLINE, THIS SHEET r M THIS SHEET \ o ! B - - I b NNSi E 2C I TW 641.60 \SAN MH . V N \ \ Ex • SANI RY RIP- STORM STR 82 _ _ 3 'o;' \ \ I BW 641.60 RETAINING WALL EMERGENCY ACCESSWAY I ) I ` Q JA a s I \ / GEOTEXTILE / PE w6 B?k d' T�601 �T.� �\ • •'ESMT , RIM=625.91 / --'� \t s SAN LAT 19 Q 1 \ 1 / \ N=634.93 \ ! J I DITCH OUT 21.39 ( ) a'< �� 1 LOT! 15 \ f I , 10' PUBLIC 1 \ / A KETI 1 I '� " y42. DRAINAGE ESMT I ) V / EMERGENCY .>:^`�. .' ����'.' \•�.\� I MNG 1 : STORM STR BS :� AB DB 5297 PG 64-115 SSWA I �T ENTA F 1 SAN. A w/ - wM'• V I I �� '� • . - FFE=69.30 w -Ir GRATE=637.41 RETI wgLL.1, . . •.., . ��\ ... �\\ A C/0 (Ty ') \ BEE 9.30 / I /� 1 ''. f / I OUT=631.04 / HANDRAIL. MAY I "T� RIP -RAP ' � . �'�� • .� •, i ;, I �AN )LAT 15 FRONT OAD I '-T--� (BLOCK PAVERS DITCH #3 I I / r-- 1 HDPE DRAIN 1 _ �'. I �' I I SEGMENTAL BLOCK PUBLICko ) �•/ TRM STR 84 Ok RET. WALL DR INAGEESMT / �. - • / 2' SWM FACILITY ESMT S _ - \ B 5297 PG 64-115 rt RIM=637.96 NO PARKING SIGN MAX H=7.92' ----- I DITCH � \ 1 IN=630.88 � '� f I , I � - BOLLARDS / I 2' SWM FACT ITy- AC OUT=63O.68 ¢66 4' T AC ESS EST � w 15" H AN I RIP -RAP \ 0' PUBLIC DRAINAGE & NO PARKING SIGN -1 26.90 I LOT 18 DITCH /2 y CC M I�oLE is _ SWM CESS ESMT. J 20 B ICl (DB:5297 PG:64-115) 1 E I ®0.59X STORM STR D3 vHTE I I 1 \ kk / AINAG & SW I I �� - 1 SAN LAT 18 F IN=631665 WAGE ACCESS ESMT FFE=6139.60 0.4 1 \ E'A j C ECT TO E I BFE=429.60 � � ••; i � V WT=631.45 _}._ STORM STR D4 SANITAR AIN \ I I \ `^ �'-w -w - BW:6a1.42 �•'I _ I WITH PIPE SAD__ SAN I I I .. � 15o IVD j 30 I -�-' - ' ; GRATE=648.84 1 -' 34 LF C SS Ai ES-1 I ' yyV � �- � I••r �•O�• I I D4 � ' OUT=635.44 6 � � � I \ 11 NV OUT: RI 'F INSTALL - _ EC- MATTING .� \ � I - � '-----k-- 15 HDPE ST M I �- ---- ND Aw v v i `s 642,64 - - TREE '.. • F 1 .�- \ •- i _ / STORM STR D1 \•. !B. o.� (TYP) .•: \ \ - - ry I - -- - \ OUT=621.78 \ \ NO PARKING SIGN 7 T \ / ��t ? NO PARKING SIGN FHA':. 1C i SAN LAT 17 OT 1/ \\\ I BWi642.031 I - 5 Q4&D- U� A / CONNECT Ta ?�� Nye% \ \\ J Rp� C1. I r, / ARY MAIN •. 03 \ F ® i \ rFE�643.3 ,_J ET \ 18 Ij \ WIT H PIP DDT. \� v \tiktil 24 T :. \ LAT. SLAB B §S0 1 ') NE ErAlw c wau AV, VPA p I _ $�I$MMH�, ENANCE & I =63 5B - _�.-1 ,3. ':.-7X / C ESS EASEMENT / NEW TREELINE "./�mT=633.45 / 20' PUBLIC DRAINAGE & SWM ACCESS ESMT. 0' PUBLIC-` F2 24 1v ROOF \ \2-7 (D6:5297 PG:64-115) DRAINA S DRAIN '_-'- '�'' _- - �-- - - - \� - - - i�-- \ 1 / ACC T OF, F1 6 k NO PARKING SIGN - - X - \ - -y - - J TP STORM STIR D2 GRATE=630.33_ f IN=626.51 SSMH 6X Inflow ® \ OUT=626.24 RIP -RAP o I?.73 RIM628483 _r,D,,t from runoff MATCHLI , THIS SHEET MEE,,t MATCHLINE, THIS SHEET ANITARY ���. EMERGENCY ) ESp 1 TO sc, ��. ) A63 .A43' ACCESSWA" GEOTEXTILE 1 HppPEE � / EMERGENCY ACCESSWAY 1 IN=634.93\; y R75 A643' BOLLARDS X3 / D4' '/5'03" Scale: 1`30' 0 .0 •0 �) ct y IN N w ^ w Z z w W d o V) wZ w� V) N O 0)IN N a w mw J I J C1 � I (n w w W F Q 0 \, w J N Q w I m o Z V I0 LL Z N `� z Q O a U J J m Q G Q W Q m C Date 05/17/2021 Scale 1 "=30' Sheet No. C2 OF 6 File No. 17.014 i 11'. j. ', ', • . ' / . ' - . . ' \'. '. 'I � .r::•'��':�'i��•it'�` :•• � l I I / / / i' ! GR ZLF- 18 \ \ o i v i i '/ •f ' %' STORM STR C3 / % :::::':'{:::'.'•' ,.::°.: / / / - - ! MVR \\ 1 f \ \ = ✓.'. 'MANAGE, RIM=s29.13 C I.4�`:'•�''�`•'1`�'••`�'':�::�:'i:``:•'• y i / � %� / / / / I'd \_- __ ` 10' PRIVATE DRAINAGE ESMT - - J �� •1 . '✓ /� - I I / / / (DB:52967 PG:64-115) bb '•.::.:.'::::.':'•.::':•.\ V.W. SWM FACILITY ESMT. E i� ii,'�.. ', , • •% , /� •. // � ''•�::;'�...:,;':Y{ \ \ (DB:5297 PG:64 , 1 1 I / % / FUTURE 20' X T ACSA = , \ I I I LOT 1 \ \ / LOT � M 2LOT 4 Ehl-�G 56 .. .. /' • / .. ' ° `.•:?�''....�:;.::.::.: �:.::.•:::::%"'�`� / LOT 5 ' ,,.I.','� .','. • - .' •/. .' / •' 1,� / / � � EASEMENT GRAVEL _� / \ \ \ \ \ � \ I 1 / 069 �% , 4. EC-3 LINING I I' .� / �,i� A / ES iR� _-----' / // \ \ \ \\ \ \\ \ \ I .. \ ,. / 7541 7 10' LANDSCAPING & •. ,\ ' gg�pHFl SIDEWALK ESMT. /' �' ADEQUACY�OF / \9�' \ \ \ \ \ \ \ \ / SAN LAT 3 5297 PG:64-115) SPEED LIMIT SI ! . EC-3 \� / STIR Al - - - - LO �/ \ \ \ SAN LAT 4 (TYP) STORMSTIR A7 SAN LAT 2 (DB: y GN T \ \ \ RIM- 7 TYP) \ I I I I // 1 . �\ \ SAN LAT 5 DRIVEWAY I - o OUT=6�59,.7.. 2 \\s STREET SIGN NEW'TFELINE �&F nT E 29.25 L 02.43% I GUTTER (lYPBEGI6" \ CURF W. I - . ,r. � / / SAN LAT 6 ,.• WM � ......- • '. .' 20' PUBLIC DRAINAGE ESMT \ / s,. ` .• . _ •_ o •i 2:1 APER 4o / I / �, I (DB:5297 PG:64-115) I �• 1 ' i\ STORM STIR A4 ' - - '- - `-t' = TTER STORM STIR A3 / s . / RIM=640.32 / �` ! I x INV IN=631.69 FROM A4) CD-1 / IRIN=642.15 WM. 1 ( N STORM STR A2 '?r INV IN=631.70 (FROM A3A) / OUT=641.91 sti '• : ' ���V s \ \ I _ R2-1 STRE T RIN=628.30 I $ \x I INV OUT= 631. 3 DRAMS TO / f I \ 36 PI,aL1 3 ^� ( � F4G IH.9HIDG YY1Ul ~ I _ / �✓ 25 MF I. ACT = 26 I SNTIDACCESSE ESMT DB: 5297 PG: 64-R05 SIGHT +0 W _ 12+00 Wg7��NE R75 ' A3 AN OUT=628.10 I y I 36' PUBIC E LANE / y • RIP -RAP / C1 � / I I I \ : % (DB:5297 PG:64-115) ( ) +ice. I T 1 W Q, ' w 3 s�L 'zT ROW :I �7 STORM STIR C2 - ( I I �y f ESMT P w-�-w p __ \ W _ 1 +00 F NTERSE TIO ROAD rl7 /. STORM STR Cl / IN=610.64 / J/ l28 I 1 STORM �\� / SAN LAT 9 R7 �`-•. WM FH / RIM=613,84 1 l 1 I I s ;. NG" __ - � t '' `fir ❑ _ SITE DIST N �TYP) �] OUT=610.04 WT-810.29 / / �/ / `� • / / / / INV IN=631.69RIMROM A4) I 1� I \ 7 SAN LAT 8 �� w .���y .. • .27 l.F ®8.82X - 55.5T TO MAN - _. { - 111G" O I - / NO PARKING SIGN .' - .�. . • /// ( ) 1 .• S19� \4+� s 178 -� � �. YM :, R8_3 v b . ' ' / . i � / INV IN=631.70 (.FROM A3A) ' � , • ® a-. o - •15" HDPE is T= 631.5 / I \x NO PARKING SIGN \165 8"SDR-26 eOA 10+0 .Li TREE \5 i5k PT S :iD - \\ 50.83' TO MANHOLE 5A 126.96 L.F. 0� GUTTER 4 / CU V.W. WL ESMT NO PARKING SIGN (TYP /'� �' / 5' LANDSCAPING ESMT (D8:5297 PG.64-115) ) /-M� STD �� MpN g"SDR-26 17523 LF. p10.65X AH A 20.0' TO MANHOLE SA hr ` SIGH] / ! (DB:5297 PG:64-115) 7 M Ap IN=66 pI ANCE = C R1 1 ' . 2d \ T 658 65.02' TO MANHOLE A4 \ 1 STORM STR A6 APPROX p (� S I R RIM 675 06 1265' T A4 � SAN LAT 23 �T 66�' 1 \ � RIM 669.31 4�.0T TO �,T ggp�)JT ) OUT 668.29 NO PARKING SIGN •I� STOP SIGN _ MA HOLE 6A gg IN 659.11 \ ! / / / BOA WM RS ON ZFRUN�R \ \ 60.99' TO MANHOLE A4 \ DRAIN2ZEPESMT \ 0U = .90 - .••••• ••' V.W. MEN FACILITY / - iIS S ,� �/ p II STORM STR A5 \ \ (DB:5297 PG:64-115) I _ / \ \ 20 SANITARY ESMT. I6N - / / .::'.'{:i:?{''• /EASEMENT V.W. �.°; E 1 . ,a 30.3 TO MANHOLE 6A s SIGN DB:5297 PG:64-115 � 'S ' � F\\ +' I ? RIM=652.61 SAN LAT 22 \ � � �f ( ) 's" CIsILu }' BEGIN ' �' �/ / DB 5297 PG 64 115 6WL R STD. \ IN=643.18 \ \ _ / 11 Rpp� kp01 STREET SIGN SAN LAT 21 OUT=64286 \ \ \ ROW SIG 1 w CURB EP, CURB, & k C 81� o \ \ 10' A GAPING & \LOT \ \ I I y \ (D6:5297 PG:64-115) \ I 21 TA ER •' '::�.:�.�:::':�: L NHS 27 Lq 11 GUTTER (TYP) w W 26 4 - / : SSIdH A4 \ SIDEWALK ESMT. \ \ \ V \ o ITO GU ER RIM-653. 0 \ \ (DB: -115) \ ISIT 2. \ \ LOT 26 \ - • •�•'"•'•'�' / I STORM STR A3A ' /' '.::�:::�.:�.:,•,..'• o / / / I RIM=637.92 ''' f.. i6+3� � ». , 050 16 b ... 95 MANHOLE A4 OUT64494 \ 52 \ \ \\ 1 \ 97 PG:64 \ / RO � N/ R 8 \\ \ \ \\ \ \ \\ SAN lAT 26 \\ I\ �F CL .•: • / 1 OUT=632.46 i \ 66 ` \ F• I�TCD R8-3 / NO PARKING SIGN I� I I 20' SANITARY ESMT. ` \ ` ' '••'•'•.•.:....-.::•''i�''::•': / 5' LANDSCAPING ESMT _ � MpNNO ' I \ (DB:5297 PG:64-115) \ \ \ C •gyp \ \ \ \ \ \\ \ \ \ INTER o0N \ / (DB:5297 PG:64-115) - --- Jn ' 7p I I 1 \ 1 \ \ \ \ \ \\ `� SITE DISTA CE I / I AN F ®7 88X ,/ ;• W' „� � � SIGHT DISTANCE ESMT. \ I / \ \ \ s / 2700 / _ - so \ A DB:5297 PG:64-115 I I \ \ \ 280' LE GTH ' / 8•SDR-26 102.93 L - NO P KING SIGN \ 45 \ n ( ) -V - - - I \\ \ \ \ \ \ \ Y11 7 fi0 0 1 SAN LAT 11 39.55' i0 _ = MANHOLE 3A 20' SANITARY ESMT .. -� (DB: 5297 PG:64-115) CEM RY /ESMT. \ \ \ \ 6 m SAN UT 14 (DB:5297 PG:64 115) :.::::'.::::1:::^'•:::ice:: {.:: 1 I ♦ SSMH 3A f 1O' LANDSCAP G 3�''S•'1':l':'•1i':'i:'•'-l'1.:::'ii1-' \I RIM=653.60 10' LANDSCAPING SIDEWALK ESMT. 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'I �c I� . � O -a— _— i +�, � mlail - a /V � / — N� v// c-Oinc`ni � tz � � •: £ + .r A as I � v 30 0 30 60 90 AGATHA RIDGE COURT PUBLIC ROAD PLAN Scale: 1`30' C4 Scale: 1'=10' Z V 660 Z � I I ICJ rnlMC)Cn LL Z 655 <�z>� N rnC)mX 650 m + 91 91 r_ 0- O Co UI Z w o m m 645 645 LL LU 640 mi 640 J J 635 635 m Q 630 630 Q W 1"-10' VERTICAL 625mmmmm 625 0 W WWI MEL 1 will . =-.7fliffm own Q J 620 14+00 13+00 12+50 12+00 11+50 11+00 10+50 10+okf0 Q Date 05/17/2021 2 AGATHA RIDGE COURT PUBLIC ROAD PLAN Scale C4 HORIZ: 1" = 30' VERT: 1'=10' Sheet No. C4 OF 6 File No. 17.014 ��C7C'�:'74RilYil•��•J7�. •< .11 i�F3l97 1 •111-�—:71.rS•]Y.�Y� �ll:!��19L�=�]/A �39(c�� • •1 itiili�]I a V7 MI -- " GI'a,9i.'IPiRilLlRl^nIF7�li fir• � .• • . r• �-- • •• r •�'J .'•.���� I 1 I � � �I h6o 675 670 665 660 655 650 645 640 635 630 625 620 615 610 605 600 595 n n n n n rM 748 ins i�, U;fli-I - MI 11 Pig CIL MMM Ell zw 1OfO0 10f5O 1|f50 12f00 12ft0 1JfO0 1Jf5O 14f00 14ft0 |5f00 1tf5O 15f00 10f50 17f0O 17f50 SANITARY SEWER DI}ODTTE^ 4l7 6k SANITARY SQTNDD DD0DlTD: 6V 0C 585 588 575 650 645 640 hJ5 »LJ 615 610 605 600 595 1Of5O 650 645 640 635 630 625 50 z- ��ODl� �Dl��I� DTA�J �0 �1 �lU1l81 ��YY�l� ���1� ��-�l A2 A3 A4 A5 A6 A7 D1 660 655 650 645 640 635 630 625 620 615 I KAM" CL aCpO� QmQa= � O N U O w 660 655 650 645 640 635 19.35 LF 15" HDPE 0 1.709 640 635+ 630 N625w 620 20.09 LF15 HDPE 05.42% i+00 [gas - • 1 �11■II .._l11ON lII �I�I "I=Il— ■'9mll— •■1�11— ��� mm mm ��� ��� it MINII— ���171l— m�� ��� m111 —!� Il� M�� mm—mmI■ l■rY.�ll1� mm� �m� m��mm n -■aruum�ui_ mm—mm /" mm—mom-- mm� mm�mm� �+r ilE � c irr7IN 1' • • ■Ili• ■IE� iii -1�_ 1 � �� mm� � �m � :_1 �IA�lII■II��aGlIU ��� ��� i• � I�lIii11�11lIIi ��� ��� ..■I�rl11■11�11l11! mm� Isg1 01I■II ONE 11I—/= mm� ��� ��ll�l11■11�l/lIII—/ mm� 1��a>!� �',■I�IIISII�^IIllIIr� _�� Glm I■ mm� 11111 ME mm� � ala�� �lrllll 1 m ��� mm �I'Il11 m1. mm mm� -- =— ON � �..- mm =111M mm NIN+!1 NMI j� NMI NMI NNN.M lli�-111K - Sol �aE a E!El !I!I• ini E311 � 6�5 10 10+50 10+50 11+00 11+50 I►6OREM�Enroffm —IllItIN HORIZ: 1= 30'VERT: 1'=10 D2 12+00 I 12t50 113+00 13+50 1 14+00 STORM SEWER PROFILE: Al-A'7C6 HORIZ: 1" = 30'VERT: 1'=10' 645 640 635 630 625 620 615 gg 640 635 630 625 620 615 610 605 600 czl Nje 2+5010 C1 C2 f4+50 I 15+00 15+50 C3 _ Err! m Milli 111 —L a>- 1' Elm mni� - iliaEli !!11 rill — — SI,11 I�Na N — z o Q� _ p N M 3-+ z ^ a � _-- -- --------- H NDPE 0 124.27 !F 15' ppare' �IAPATIJ 1 MIN, 12 ~ o t2 o N d Q 104.301E 15' EX. GRADE . HDPE 0362% -- 3.97% zz m� �z zz 0 i 10+50 11+00 11+50 12+00 12+50 13+00 13+50 141 5 STORM SEWER PROFILE: D1D4 '6 HORIZ: 1" = 30' VERT: 1'=10' 660 655 650 645 640 635 630 625 620 10+50 11+00 11+b0 12+00 �BIOFILTER A OUTLET PROFILE: C1C3 C6 HORIZ: 1" = 30' VERT: 1'=10' 630 625 620 615 610 60 60 12+b0 E1 E2 E3 1 E ■�11.. ■IZlll] ■i011I7. - : _ . ISIJI - - —!lIJNr7 - � ■i:'II —IIIIIIIIIIIIIIIIIII�'+!!Ic'! � 1! �JI 0'! ON � ■■oll! ■■III■ ill'I 111i 11 —�O+r3iIn ROME 11■11 —�!'!Lia . - ■1■I!I !� 1�l�I� �_ ■�I� f 1� ■11■I� � 11111 _1111 �i 11! �I 111■--�II— �I 111l��=ice ORSINI �i10 AID ��1■ • - -- �11 � Ii�Iill . _ �iy�'� l511I °ll! aaaaa�il � !ll 10+00 0 1 10+50 11+00 11+50 �BIOFILTER B OUTLET PROFILE: El-E3 HORIZ: 1" = 30' VERT: 1'=10' 630 625 620 615 610 605 640 635 630 625 620 615 610 605 675 It, YW 645 640 635 630 A3 655 650 645 640 635 630 625 620 IIIILIe!Lr7 _ _ - —�I�� - ■ ■ 1111 Ill!' —!!19-W 1=1 �l �1 7Nil 1� _�HT•y�17 �I— SOS- 1!I �l— III1 �l— E:1 �l— !_ lrrl� �IIt�l��a■I— �IIS Il�u�®'else III- �Ii7Le77:11]I�l1lii�llill� INNER 11 � 11 i' il!■YIYIY� II II I � a 11logs1 RESS 11111■li��■ - - - .: I , I . 111111I— �I— =a�1■i. � C�MMIE'l= l� iiii 1 655 650 645 640 635 630 625 STORM SEWER PROFILE: A3A3A HORIZ: 1" = 30' VERT: 1'=10 645 - 645 [6 C NEW GRADL 640 640 635 635 w MIN.12" RATION 630 42.73 IF 630 18' HDPE 0 7.09% 8" SDR-26 0 M 625 n ,., ro 625 620 10+00 10+5�0 STORM SEWER PROFILE: F-LINE HORIZ: 1" = 30' VERT: 1'=1 Width atting TYPICAL DITCH SECTION Entrench Matting 6" Depth Ditch Sections Ditch Lining Channel 10-Yr Flow 10-Yr Flow Channel Channel Side Depth (cfs) Depth Width Slope 1 Matting 1' 4:6 1.45 0.34 6' & 3-- 2 Matting 1' 4:6 2.65 0.50 8' & 3-+- 3 Matting 1' 4.9 6.37 0.89 6' & 3-+- 4 Matting 1' 4.9 2.29 0.44 ff 8 4-4-- 5 Matting 1' 4.9 20.26 0.92 518 4� 6 1' 4.9 3.72 0.51 8' $ 4 ] 600 EC-3 ADEQUACY OF EC-3 LINING NOTE: Ditch 6 shall be lined with 9" depth of Class Al rip -rap. CONFIRMED WITH CALCULATIONS Place rip -rap over EC-3 matting. TYPICAL DITCH DETAILS C6 Not To Scale 3:1 3:1 3:1 4:1 4:1 4:1 0 451 Iry G TONAL EC