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HomeMy WebLinkAboutSUB201700090 Plan - Approved As-Built Plan 2021-01-13APPROVED by the Albemarle County Community Development Department Date SUB201700090 File 1-13-2021 AS -BUILT PLANS FOR SPARROW HILL TAX MAP 56 PARCELS 2GA2 * I 06A SUB 2017-00090 WFO 2017-00058 SUB 2018-00222 SUB 2016-0007G WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "=2,000' ® >rs9 tztt 17% 7i 1202 1207 tzo6 Oteat Izt6 174�) Crozet 691 691 Way l204 'F4n • `ade � PARK VIEW Izzo 0 740 FNpCIKV, i i+ 6a4 Old Trail Golf Club SITE a ' 1zs� Po�ycti5h GaP j�tnP'tke 875 �va31 8Z4 lei IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER 51-IEET C2 - SUBDIVISION OVERVIEW C3 - GRADING AND UTILITY PLAN C4 - GRADING AND UTILITY PLAN C5 - GRADING AND UTILITY PLAN CG - GRADING AND UTILITY PLAN C7 - ROAD A PLAN AND PROFILE C8 - ROAD A PLAN AND PROFILE C9 - ROAD B PLAN AND PROFILE C 10 - ROAD B PLAN AND PROFILE C 1 I - SANITARY CONNECTION C 1 2 - 5AN ITARY PROFI LE5 C 13 - 5AN ITARY PROFI LE5 C 14 - 5AN ITARY PROFI LE5 C 15 - STORM SEWER PROFI LE5 C I G - STORM SEWER PROFI LE5 C 17 - BMP PROFILES C 16 - BMP PROFILES PROPERTY INFORMATION OWNER (PARCELS 26A2 AND 108A): HERRING, JUDITH S. 5444 BROWNSVILLE ROAD CHARLOTTESVILLE VA, 22903 DB 1479 PG 180 DB 666 PG 109 DB 5087 PG 713-721 DEVELOPER/ CONTRACT PURCHASER: ADELAIDE C-VILLE, LLC 250 W. MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 BASE INFORMATION SOURCE OF AS -BUILT SURVEY: AS -BUILT SURVEY BY: ROUDABUSH & ASSOCIATES. COMPLETED ON AUGUST. 30, 2019 AS -BUILT SURVEY BY: SHIMP ENGINEERING, P.C. COMPLETED ON OCTOBER 17, 2019 SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY ROGER RAY AND ASSOCIATES. BOUNDARY SURVEY COMPLETED APRIL 4, 2017 SOURCE OF TOPOGRAPHY: 1' CONTOURS PROVIDED BY MRG, INC. ARIAL SURVEY COMPLETED MARCH 17, 2016 TOPOGRAPHIC SURVEY COMPLETED JAN. 3, 2017 BENCHMARK(S): NAVD88 NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY THIS PROPERTY IS ZONED: R1 - RESIDENTIAL ASBUILT BMP COORDINATES • BMP A: 38.051977, -78.691188 • BMP B: 38.052823, -78.691475 • BMP C: 38.053567, -78.691135 • BMP D: 38.053719, -78.690585 • BMP E: 38.053229, -78.689478 • BMP F: 38.052671, -78.689395 12' CLEAR ZONE LANE I LANE 2.0% 2.09 11 - I - n% 2.0- 11 I -- fir- 6' LANDSCAPING VDOT STD UD-4 SCRIP TYP ST " SEE DETAIL 1/ClI (TIP.) 4.0" CLASS A-3 CON(,. (E ems* ASPHALT Y su tz6A SIDEWALK (TIP.) 3:8=-NA-ig�ASPHALT Y at 250 —4.0" VDOT 21A (TIP.) 6-8=-VB9�-�?�1A Yt410i i 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. FIRE APPARATUS ROAD HAS SAME PAVEMENT DESIGN. C'�TYPICAL ROW CROSS SECTION C1 1"=10' H U JUST M. 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A ! OUT=656.62 i 1 - - ss / / DB 5087 - ! \ / 3_ i I 1 \ \ ! �- - J / PG 7 721 ' / '� ,r� STRM GRATE o�� \ �! osp-,� D' PRIVATE TOP=649.15 ! I _hAINACE ESMT ! /- IN=644.72 ��o \ I DB 5087 s� I i ! PG 713-721 / ! 1 i /_ / / /o OUT=644.65 �� I I � � y O� `L'` ! i 1 / J ✓ \ ! I / // / I ss FOREST/ / / t F ®6• S OG1 i - i ii 0 0.11 ACRE I/�� / / / ! PGB 38721 V q \ V I OPEN NTCE��i�iti�Qe4` / c^ \ -645- / / / / T / �_ - ! 1.31 ACRE VA//� ������� / / / i I FOREST/ 0� EASEMENT CE - ' STMH \ L �- -' - - - - - - - TOP=649.45 I ! I i / , �j / o / ------- _ 7`- � \ � \ \ �i LEDGE=645.15 � � � / � � � � - ---- SEE PIPE INSPECTION VIDEO A9-A8 IN=642.12 STMH - i I / I' - IN=637.10 \ / \ \ // /- A - - -� . - - TOP=849.45 60. 1 �� . OUT=637.00 ! \ /r /; moo ! EsoR ! / / STRM GRATE 42- nee \ �5" 0P !sT sEwE 1 i d / / TOP=643.63 / OUT=639.13 STRM GRATE / i 15" HDPE 153 L.F. ®0.76% 51 LF. ® STRM R I HDPE - IN=638.334 - .--mac��• > / /� / i SEE PIPE INSPECTION VIDEO A8-A7 OUT=638.29 6- / i . 44- DB 5087 46- / / 4,_ X STRM GRATE �$ ' \ h \ 50 ! - / /l l j \ PG 713-721 / 4 TOP=642.2E rn ?.is ss r / / / / X/ 6A / I / IN=636.5E OUT=636.41 4" SAN A6 ! 1 / A ! / r• - 1 TOP=645.08 2 \ \ 443X A s 45- / N 4' •pVC 4" SAN LAT _X ! _. - 1 1 I Q3 Y / O2 LATERAL TOP=645.18 ! - e c 1 % 4" SAN LAT i 20,000 SIF / / / / i / 20000 SF (nP• ✓ j 1 ® TOP=645.29 ! FFE=647.0 / / ! FFE=645.3 I o I BFE=638.0 i BFE=636.3 98 -PROVIDE RISER AS NEEDED \ I r IN -GROUND IN -GROUND a TO MNNTAIN S� X. DEPTH 20,001 SF I \ TO LATERAL ON ALL I J� }. / ��o / / ! FROM LOAD / � a x � / FFE=648.3 4 SAN LAT / BFE=639.3 ' i / / / TOP=642.6E SEE PIPE INSPECTION VIDEO A7-A6 V ASLAB/HUNG UNTS 3.1 - IN -GROUND / - / / 52.0' , A ! e 5� / / / DB 5087 / ✓ z I /5s PG 713-721 / i� (TVP.) X6 I / / X SEE PIPE INSPECTION VIDEO A6-A A 1I ® FFE=6 .5 1 COPPER/WATER -_ a 4, i ! 5 I FFE=645.5-- / SERVICE LATE(jAL TO - - - // 1� GARAGE SETBI�K ' 1 -18' G g S I M \ \ \ �/ / \ �H� {( / ETBACK i �RJGCE ME (T�YP:J 635 45a i / I / / / /� ' pEc e0X i`im II H I VARIABLE WIDTH ACSA / - / 0 i ¢l c BOX � I � 44- ! / ! WATER EASE" LANDSCAPING I o - ! / - 43 STMH N X \ 1 i C - TOP=642.5E N 4 i6' LANDSCAPING l o 50.95 5 \ / CURB I TOP 641.7E - 4 H SX \�� / EASEMENT \ ' 40 0' / LF 2 " DPE 44. \ ARV CUT - - - - - - SEE PIPE INSPECTION VIDEO A5-A4 - SPEED LIMIT SIGN /l \ 3I _ WM J AfP W W W W W W- W --; W- W- W W W, W W p mp CURB w_ \ STRM GRATE �dV W W W V -< W W Q -I W W NO PARKING SIGN ASPHALT aAse COAr 1 LbPP WATER v r� AB CUT- 1 50 W WM 5 / +00 +00 +50 / 12+00TOP=646.9 _ CURB SERVICEt ER (T / CURB CUT ?6'PUBB�CR.0.W SINGL METER (hP.) a1 z9 y �,i R PROP CENTERLINE >> pp III FHA ERNRIG E SP RROWHILL � 185. - A CUT 5'_� -_ •bG=1 �. � � WM WM _ T , 8" SDR-26 300 L.F. �R`�? - 45,- 7065', 19 188 - �- ... z� R31.7' 44' 4" SAN LAT ! - OQ - - - - - - 0, ' -8")(fi T � CURB o R35 1 I SIGN NOT INSTALLED - - - TOP-642.59 _ ti� STMH 8" SDR-26 48 LF. ®2.87% 6' G E h� CUT -- I uo _ SEMEM _ I . `2• 4" PVC I ' 92.0 i TOP=641.82 - : , ':. ET SIGN I ! _ OP STREET LATERAL '! (TVP.)A. 6� SSMH �' • 45- 46- (� I X PROVIDE RISER AT SEWER MAIN a To CROSS ROW AT MIN. DEPTH 4" SAN LAT LANDSCAPING' NO PARKING SIGN $$MH . ' �' 7 � i 1 TOP=642.57 EASEMENT \ TOP=643.08 / �� / 4" SAN LAT ! 45 5 TO MAINT N�EPARATION UNDER - - •.. •,, �°° • o,�O 1 154' TO 9B WATERLINE FOR LO STMH i rS' 4 _ _ ' 45- i SEE PIPE INSPECTION VIDEO A4-A3 5' SIDEWALK R a29.0' o,,� TOP=643.01 y o - 20,450 SF /! / I 20,743 SF ® - STOP SIGN FFE=647.6 % ` FFE=647.2 I w 45 BFE=638.6 i 45_ j BFE-638.2 = a3 20,815 SF - - _ \ - - - - -64 V - REAR WALKOUT REAR WALKOUT FFE=645.5 DB 5087 BFE=636.5 40 --- 1 � �I �� 1 NCV - p 1 REAR WALKOUT N PG 713-72 DRAINA(,F FSM D \ / 1 � 3 -645 SEE PIPE INSPECTION VIDE9AI-A2 i DB 5087 - -- -kLOW-MAINTENANCE / '37/ I ' I - 6/ ! P-RPG 713-721P-625.58 1 ! A E - - - 63� i iI \ IN GRATE Nr suT_ STMH ! / - - .................. .' ACCESS 1 DITCH 1 - DB 5087 STMH T'.'.'.'.'.'.'.'.'.'. i RISER ! _ - PG 713-721 i - ACCESS ...... ...\....... i ............... .. TOP=630.14 1 _ / y // - --._ I _ TOP=626.77 . rnrrN M - APE STRM GRATE I 2A HO TOP=631.62- 6 i i i BM!° A YY� STMH ACCESS - -- 1 • / RISER - � / / / / /,� �Q- , - \ J TOP=630.15 N SEE PIPE INSPECTION VIDEO A2 Al - / / / o� /i ' �/ NOTE: \ _ _ 7/ / /' oz!�� �// STORM SEWER PIPE INSPECTION VIDEOS FOR STORM SEWER LINE A1-A13 STMH / \ \� _ \� . - "- ! - - - - - - I s' / /j/ - - ARE LABELED ONE 1) NUMERAL ABOVE THEIR ACTUAL STRUCTURE NUMBER. ACCESS - - \ - ! -625-- - - - / / oo // /j/ �� PIPE A13-Al2 IS LABELED A14-A13 IN THE PIPE VIDEO REPORT AND R roRISER IS R \ I \ \ - DB 5087 1 / /, / �' //, � � - EACH SUBSEQUENT STRUCTURE WAS LABELD AS SUCH WITH ONE 1)) NUMERAL PG 713-721 -_ _ ! _ _ - - - //�� / / j i ASETH THIS HASNOTBEOTE THIS EN CORRECTED ON EN VIEWING THE PIPE INSPECTION REPORT.. 1 DB 5087 - -----, IG 713-721 / A - �� // / / �--- z 1.62 ACRE ) / -----F --- i 1.62 ACRE FOREST/ I A / //// // /� ?`��� - \ I F/ I OPEN SPACE FOREST/ - �// / T / ! EASEMENT OPEN SPACE / EASEMENT s - i /// J u o v w N 0 F z W N W z z � w zzV) p IL w w z N 0 IN Q w � w I J o > z V) A A0 U JUST M. SHIMP ' . No. 45183 � c N m Im 0 ¢ E o o = � j U ti �. _ a p C 1� m o O U o r C U y In W UvN ¢ a a a y a a Q C a >� a Va o0 0 C N N N N O � O O N N a o rn r'J N N N Q 0 r Z 0 LL o U J Z J C � W m m U) � Q Q Date 10 24 2019 Scale 1 "=20' Sheet No. C3 OF 18 File No. 15.055 4 IDB - I 3 87 w r -'-'-'-'-'-'- -'-'-' _ 7 W N W NEW 39' PUBLIC W IA-?.,INAGE ESMT 5087 / V �, 945w o PGB71 08721 PG 713-721 ° 3 x v s ! \ z \ ( \V \ v\ \ V A A \ \ A�\V V�' / ACCESS �' I�$w1a1 ^11 JN A \A z w-721 ' SETEKQ_KP0 z Z � � V) DI 507 1C.O3N7 SAERCVRAEPTION ! Om -i V I \ I V A VAI VA A\ III I I iP CL a` saN LAr S„OP= v � 6N S1MHPG TOP=637.04 De75-87 m N cD Ra- ` i o '.. o� — - 1- -� — V / q N v V 1 I I v\ vvv ;IIIII \ V I I TOP= ��.sEE :r� .�e �� ! Q N W _ �l > \ IIIL,� A ;o-_ _ SpR^, ®285% �, �;. V A ' • '.. 6 383 SEE PH1 \ /// ARICSERS WALL AS BUILT FOR \ I \ RETAINING - R NO PARKING SIGN 4" SAN LAT MORE DETAILS. ! 6 - _ TOP=641.72 L s3 I > / 619.11 A 5 - - In //I TOW 611.99 �Ih',-_� III BOW= \ d p A V - PVC 1 ! 1 w \ DB 5087 a \ ! Ral_ Zx A, 48 \ ! 4 *4 °0 7. �� PG 713-721 ALUMINUM - WAU NRR \ ` ?o © 3 - l s I a 0 FOREST/RETAINING 5P11 V , . 625.10 � � � w � JPEN SPACE 42" �= o \�� / ! 44 X 1 I EASEMENT -.- HEIGHT= BW_619.05 0. d s e / ! N 0 v �� � / / rn o V I \ . \jA/ \A//\\/�\ �\ / \ � \v/A%A/\ /\/V\/ \ / A // \ / / l / j_�I / // / / I v1\1 -V\�\)�\\v\1\ I A\ A1ID I I IIII IIIlI III ,,;v, ,•-i''_ �•''7•'.\�, \ •�' �\ �\V\'V'A 'i \A\'A '\�\ V VI A\ 'A\Q�\ \ \OA iIw�. Il�y tip i HA ' s� c�inATE�RnR \ RET WALL c 4SAN LAT r� 4/65SEGMENTAL BLOCK S. =TOP=63.554z HANDRAIL �X HEIGHT = 4' � 38s NEPRIVATE TM� DR - -- 'P x37 - "`-' Ny 38- 37, DB 5087 i d A a e Q TMH 10 x / i / U J U S M. SHIMP Y PG 713-721 �s - v Do 5087 T 636. 372 / i 9 �a PG�13-721 - r3(' \ ��� \\ // / i oa O / /� 0�45183 G WALL v A x / I 8 // - \ 625.0 a / m _l� / ti� BFE-638.0- 20,028 SF \ sjo - 1 5 618.06 \\ \ BW_ \ \ \ - \ \ - 4" SAN LAT TOP 6N6.08 cd G B 305721 SIDE WALKOUT � � \ P / NA I i SIGN NOT INSTALLED \ TOP-6411.72 lip v 1 .NEW 10' SWM A • :: •� �sx_ i \ \ v \ V v \VA v \ DB 5087 WM � \ A�ccEss SMT v p0� P �s qB 1o 0 E \ v A / / BACK "AL \ \\\\ \ \ K / \ ROOF RUNOFF e i °i F eLL�RuyF �W °` • "... . 4 e c RouTED r SSMH A _ _ I •HA DB 5087 i� TOP= �� : <T W CUT FHA PG 713-721 i \ CF o 0 o \ �\ \ \\ \ \ \ - � \ \ ~ \ \ � \ \ \ \ \/ \ \ � � \ s\\ •�\''� �m � � � _ \ i � � I I \ I � .. ,\. • B �RC/N f � ; L W o e!•yER 28� CD-1 14 8") "TEE 14 COa \ 1 C T 3/ -_ -o PP R WA SE�VICETERAL oPC a RETAINING WALL A,TO SINGLEvMETER � LATERALTERAL 3 N R CUTB 3 _NN0 0 \ \ \ \ DID 5087 \ p o o Box •_r N cv N N PG 713-721 ? ® NO PARKING SIGN si ° ;�' -8 SBR-26 RE1W�627.09� q qIp FENCE g 36 SF L IN - \ \ \ \A 11� \ VA A \ \ V A \ VA \ \ U� 1 HEIGHT=42" i° v 40 k TOP 637.33 ! f _ - AO • „ �P 3 _ 11 ALUMINUM J - _ --, •; \ \ \ \ \ \ \ - \ 21.51 BW 6 ky l DB 5087 v v V A\ V °01 i NT GMENTaL BLOCK v PG 713-721 SSMH ❑ v v ! DB 5087 v v A\\ V A \ V v v W. 42' HANDRAi_ - i- TOP=641.81 i WM \ \ \ \ / / 52' TO 96 4 SAN LAT \ \ \ \ \ \ \ \ \ PG 713-721 A \ \ V A V A \ \\ \ HEIGHT = 4 ❑ %i \ v - Lj ¢� 1 \ \ \ \ \\ A \ - -� 4 Q A A - A V A v ❑ ❑v z2� -637 RETAI WALL NG ❑ ❑ - O _ PRETREATMENT 2: _ - ?4.590 - ! -12fEE _ - SF / Ag PLAN/ GRAVEL DIAPHRAGM T FEE_ - �! rET CA S1MH VAA \ V A V A V A \ ACCESS 3B ! - 9FE>63 n —635 -- - L ETay 11 RISER NEW 10 PRIVATE DRAINAGE ESMT _ - - - L ""'� / 20,353 0, 8;1 \ Z % TOP=628.90 STRM GRATE DITCH 3A " _ ! / / - ' DB 5087 V A A A \ \ V A A A V PG 713-721 V i TOP=626.34 4 SAN LAT AR WALKOUT 45 \ \ \ \ \ \ \ \ \ \ \ \ REAR WALJCOUT \ 1.62 ACRE ��, ,x ALUMINUM FENCE _ - - A\ \v AA \VA A A\ I FOREST/ \ HEIGHT42 w v \ VA \ \ V A V A V v AA \ \� \ V A \ OPEN SPACE % EASEMENT \ v\VAVA\\A STMH - V A \� \ \ \ \ - - v \ - A \ \\� A•' pit \�\ \ v - ARISERS34 ! 35 TOP=628.50 \ v �v A i \ \ \ \ \ \\ \ \\ \ \ \ \ DB 5087- �II PG �— Vvvvv V A\ \\\ \ \ \� vvv v �� �• vv LL \ \ \ \ \\ \ \ \ \ \ \ o \ DB 5087 \ -30" c T PG 713-721 \ \ Z W v V V v A V v A VA V v v \\ ACCESS a�NaGE rsM _, r / V., % v_ A I / - d - V�vv\\\\\ V\\\�� \\ 7 V vV A A v� �STMH ACCESS �s / W NOTE: ALL SLOPES STEEPER THAN 3:1 IN SLOPE VA Vv _ yy y vAv y v V v \ SLOPE SHALL BE PLANTED WITH �s \ — — \ \ \ \ \ \ \ \ \\\ \ 1� \ \ 1 62 ACRE LOW -MAINTENANCE GROUND COVER. �� — \vv �y v \ \ — v \ y v AA \ i \\ FOREST/ PGB 1308721 OPEN SPACE EASEMENT . PG871308721 21k, \ \ o_ NE _------F--- -y \ � DRrI � �- \ - - \ \ \ \ \ \ ----- S1MH \\\ \ _- \ \ \ \ o \ \ -TOP=615.13 _- \_-� Date \ \\ \ \ \ \ \\ \ \� �� \ \ \ \ FEAT oe� ! 1 0 24 2019 ounT A _ Scale AAAV� 4- - 81 =20 RIP -RAP ' v! 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T.T: �,TEf / / - / - OPEN SPACE / I �.<' B m w \\l � - - � 643 - � - - � - -- / / STONE ERM / - -- \ - / iN�/ F _ > . _ .ALUMINUM J � / / � � HEIGHT=42 .• / / ' �- I � _ / � � - \ RETAINING WALL , FENCE " PG 713-721 I I ° ® - - - �' ,6 / i / / / - \\ / / 6a0 - / ` / i/ - / / / AG w DB 5087 v �y q< A TOW=630.98 HEIGHT=42 / o PG 713-721 \ BOW=625.97 / 2 / �- - $� - - / \ - i // \ \ / / / /� 6" PVC w 0 1 \ T S \ 6 W. - 0 tit R H 4• SAN 77 �,.•.•' ! / � \ /// i \ \\ � l l j / 7 I l / � 1 OBSERVATION � � W � A� XX t � \ l I /N 609 1 37 HFa TOP I / \ - ,/ / 4"PVC STAND PIPE 0� �60 .2 ALUMINUM / j o° / % i e.: - T 0 1 FENC ,i•, - , _ - � // � / / � � i /�/ \ � / % � L,o ////Fa I ! / " 2W/DOMED GRATE FOREST/ w:.o ''4• /0 / ,� 'C� -- " i6'�5 � -I _ / POGPBEN 15S30P8A7CE EASEMENT W W 21 J_ � - -� \ 7 432 BACK HALF OF w - BACK HALF OF ROOF RUNOFF 0 �i -658 - - /� / 'ROOF RUNOff \ I I I MUTCD R8-3 - ROUTED TO BMP D � / p. /�: _ / / / 51- / o � � j i �'�- - � �/ ROUTED TO BMP E V / ���� \ / / x v --// 1 / I /v / / - �� / �` c� _ 1 I \ I I N © KING SIGN WM •. / / / -\- - - / / - - � ! / - - � � / ® / 1i i _ - _ � 2• - / SH1MP Y / / --- / / / ! / / I o� iaT I 3 r / Dss � ! � � / �' zo.00a sF � FFE=661.6 � � � No. 45183 �z1z�►� / i / T, SLAB FFE=6 SF I � -� � � � _ o - < / I 1 / �' FFE 673.0 Po � A z F NO PARKING / � ! / x�6" 6"x6" TEc 1 .� / / / 52--� _ � _ I / / DB 5087 7E=664.0 �Fs v - PG 713 721 WALKOUT S B FACILTHE ESMT V / `" "No ARKI G" (z) �° c! / / / / ss 7onrn _- III II 1� 1111� 1I - .� ` � � MUT�D R8N 3 � ( / � / / a I % / 4" SAN LAT rn / VIIII A \V 111 PG 71 n1 - c s T _ Vv\ ALL ROOF Rlln� _ 6� LANDS TOP 661.10 �n \ DB 5087 / IN-655.37 �1B s oa ROUTED _ - - - _ � N LAT / Rou r / � / I / / TOP=643.25 \' ) \ I \ N _ - - ACCESS Si 1° COPPER W TO 3 / PG 713 721 / / � � OUT 655.17 - S ICE LATE TO \ \ - RISER CC S _ 44 � ' I �., I � / i STRM DI I � I ER�ttP. ! 2FFE=654.0 e m NTOP=657.16 METDB E SI -LE_- / \ \ \ ._ ._ \ \ 1 T®a 0 \ \ \ \ \ 46 a 4" BAFE=645.0 ___ ._.__ S5REAR WALKOUT 65.SAN LO 2 st X - 6 /pFK (T! LAND INV=650.86K j_ PG 713--721 - r IGNo y • .. ,- - `�lI oo a - > s i SVO 6 \ \ 3 O U O -8454A1T4 Io ��Arnr. Qcn-12 EOP 3 1EEEc. PAD" GURB &M A�T iS_TM6H 4l•6' pSCA�P""'.. p ��, o EOPa' SDII .!2r 12 0 00' 30 "MNUOTC!D KIN _ _ _ C mU m oLpTRPI 77 NS-3 8X§EE +00 II1I 4" SA6o IIII \ACCF WVx2 t PG 713-7S' W rn W80 YPE E>, o m \\VA \\ P _ _ o E TO _ I I I // / / � ,- \ \ 0.50 ACRE \ f\ \ PLP ` STMN 1 FOREST/ 1 ��, -C ACCESS 4" SAN LAT 83 n C C R•� �" ///� - I OPEN SPACE RISER 0' To 10 pEc. 119 0 36' PUBLI 5' CONC SIDEWALK ; �� I 0 0 0 0 - �/• 48 T 63 ,, NO PA KINt; C �{: - .0 i / _619. A RCS,,. BOX 01P /�///// - �j EASEMENT \\\ �� TOP' B 621 V MUTCD RS-3�' 25. TYPE ARKINr^-- _ MI- IP . S1D e I /`�` - _ •I•`• e 1 _ l / DB 5087 ---- I� NO PARKING -721 47- CD-1 CG-12 �yo c� �� INV=650.10 i _ -' oo w EOP W r ,. 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I �+ + $o 00 260.00VC 640 w m 157.17SD 640 VERTICAL CURVE #6 ¢ VERTICAL CURVE _ 26.00K-Val / 0 PVI STA. 20+31.38 N 18+83.89 w PVI ELEV. 647.72 N PVI STA. F 96.00VC PVI ELEV. 644.77 _ - --- SAG STA.16+59.72 + c`c 131.07SD X 190.014SD w > MIN. 3.5' - SAG ELEV.836.00 i M 12.DDK-Val ° ROAD A N¢ N° m P c 12.00K-Vol v w C9 -- -- ^ 635 06 . MIN. 12" �O in , N co 8° CD-2 635 m SE RATIO +a 36 ROW + 9 + a� DIP w o 25 MPH DESIGN SPEED wA ILNE Q 16,�Ne N ¢o 1 =20 HORIZONTAL N - - �� � w 0`i 1"=5' VERTICAL MIN. 12" 630 Z 630 o co o+ SEPARATION coo U Om too U N W coo c�o coo cMD (Mp cMo cMo (D III ,tiOp [p ,[�OO 'N[gyp n m M n ,:DO ,tO0 :n to Ito tp _. •1t0 ppt�n0 OM °O[pa, ii. MIOmtp Oatp _ 0 Ln 21+50 PVI STA. 10+14.56 00 2t +50 20+00 19+50 19+00 +50 18+00 0 1+00 16+50 16+00 LL0 1e Lu gJ �. CQ J_ C W � m m J U) � Q Q Date 10 24 2019 Scale 1 "=20' Sheet No. C8 OF 18 File No. 15.055 zz 45 ACRE FOREST/ _ OPEN SPACE - - - / j / ` - i / y D R R CUT - / i ./ •� 42 645 EASEMENT / J.6., 0_ DB 5087 ! / 22 / PG 713-721 ! / - )) \ I ✓ BACK HALF OF / 658/ I / � 'ROOF RUNOFF i / 51-s - - I i G �- �.._ BMP E GIN ZIx _ // / 20,003SF� /• 655- FFi.6 SLAB / / `\ / FW 11A PRIVATE 4" SAN LAT ACE ESMT TOP=661.10 ALL ROOF RUNOFF •.� �I RouTFD TO STREET , S� 5 PGB 5087 8/ / 1"COPPER WAT>`R 105' it LAN K i (� m 0 3.4 : '0 \ 7a LNG I w G-6 (TYP.) 8" SDR-26 164 LF. ®5.65 89' NO PARKING SIGN -�_ - T 7 &MAIL STRIP - 50 _ _ a a Q '� _ LIMIT SIGN°• rn U _ • 9 1 . " ° 304 _ D - � ` 1 ". EOP � � I I r.1DTGD R800 6"XGV EE 3' S0 14+00 4+50 _ • .. • . to \ NO PARKING SIGN - J cna w _ 359 L.F. -,,iC v� _ " DIP Wl WVx2 6 DIP WL-�'W WM WJ1 672 - 15+so �. I ECG-1 TOP SIGN 1' STNiH 8" SDR- 214' - rom W C -6 TYP. 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IN-GROUNDTOP=674.59 5 -� i ° ! X 3DQ n� / SSMH 71 7} PG 71 08t.721 i 4 PVC- 738 i I 20,000 IF ; \J q N / TOP=667.77 NEW 20' ACSA ! 5' CONIC SIDEWALK LATERAL i 74X 746 672.3 BFE=6fi .1 j 1 6-70 IN=655.37 i SE ICE LATE TO �_ - - - OUT=655.17 E�ASNEME i I 7P v (T1P) 5' CONIC SIDEWALK j > _. SSMH v , - I _-: TOP=672.97 i I i 20,014 IF 1 / � STRM DI METER�TYP.)� / FZ .Z� I J 70° ! aL`�; OUT=664.87 � 7Yp ! � � � J \ e K TOP-657.16 DB 5087 602 - - - 3 FFE=654.0 51 I / _ -c., > - �� !' ( .) > AND A INV-650.86 PG 713-721 < x 67. F _ x ti - J) I s, BFE=645.0 2 > - - - - .. - ! i z REAR WALKOUT X j EHSE�ENT " >.. KINT:31 j w Iw- 4 SAN LAO CG-6 \ ��- ' K WM NO PARKING SIGN " x I SIDBy j PAD TOP=661.1 LNG ... r g: CO1�C.. SI 0FAN Rj 29 2 1 MAMBO gOXE 6' LANDSCAP e " CREST- S kW+T6.62 � ui MIN. CO .5'_ IER I 52 DIP WATT- 6" C RTI 4 - -- VI STA. 15+23.27 PVI ELEV. 673.00 VERTICAL CURVE L2 GRADE T N W i PA STA. a c - 11 +80.52 T 5 5� ^' PVI ELEV. 650.15 '" 270.09VC 175.185D -30.i8K-Val CURVE 3 a ^ � ? co ¢ 29950VC 26.60K-Val uQi O au d TA. 13+74.70 W +n + +n PVL PVL ' c ASBUILT ELEV. 671.51 120.00VC Nd ROAD GRADE a 126.46SDw 12.OK-Val i W w o o 0 �Q^ - / - N O W C.7N X - N ~ ,c Ci OR p'ni aCo �' >.{ + 00 2 - - +v + + N W W ROAD B VER11CAL CURE #1 - MIN. 12'Z C 36 ROW _ PVI TA. 10+1 .56 / - SEPARATION PVI E EV. 6 JO --- - �- a � 25 PH DESIGN PEED 91.36SD 40K-Va "( ` 1 "=20' HORIZONTAL _ 2.08% 2•Gex MIN 3, ' " ASBUILT 0 1 "=5' VERTICAL VEIR , WATERLINE �3AG STA.10+14.56 CD-2 _ � SAG ELEV.646.75 a 6 � z - I �$ - L� 675 N D N 670 GRADE � 665 ��R FM U a� M� a 660 I 655 z r o 0 650 L U Z J 645 LL J_ W 640 m m J Q 635 Date 10 24 2019 Scale 1 "=20' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 Sheet No. C9 OF 18 File No. 15.055 UTCD W13-1P 5 MPH SPEED 675 670 665 660 655 650 645 640 635 Ss/4H )P S"" tr �666-74 58 ,658.94 VARIABLE WIDTH ACSA .94 WATER \EASEMENT NEW 52' 65 GR-2 665 660 NEW VARIAE WIDTH ACCE TZ4518T' ll&ipp � I II PROPERTY LINE I I I I I STREAM I I I I I I I / I 3 RWSA SAN ESMT I D1B. 815 P. 55 I j I I I I I I EX. 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SHIMP Y 0.45183 �o tZl2gl�'W �� F�SS70NA ��G,� 600 600 595 595 590 5908 9- 0 EXISTING Cn c 585 585 0 U O Q CTti E l C N O O 580 580 o c U U O] y o 575 575 ^ � o N U 570 570 N o Q 565 565 E-4j S o 0 O O N N 560 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00(03 560 o o N N N 2 SANITARY SEWER PROFILE: SAN 2-4 C13 SCALE: 1"=20' Horizontal, 1"=10' Vertical Q L7 620 620 0 615 615 610 610 > 605 605 } 600 600 Z 595 595 MM O 590 590 LL U O LL 585 585 Z g580 580 ^ LL 575 575 570 570 m m 565 565 /11 Q 560 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 560 Date 10 24 2019 3 SANITARY SEWER PROFILE: SAN 4—'7 Scale C13 SCALE: 1"=20' Horizontal, 1"=10' Vertical Sheet No. C13 OF 18 File No. 15.055 m I _ U d � g I 8 � d SEE RWSA SEWER CONNECTION SHEET C11 `V INgCAIES AS -BUILT w � tilt. � � � �+ - o SDR-26 247 LF. 0 1.65x z � � _ 8' SOR-26 220 LF. 0 Q727C G R n - - - - -- 8' SDR-26 231 LF. 0 0.68R n z z � '^ n z 0 INgCATES AS-BgLT i - N N I }} C EXISTING GRADE Y I, ed o - P M1b g1�'F M — MIN. 3.0 - COVER n e s z 274 LF - 8' SDR-26 O O.61S ,.J ti N N r INDICATES AS -BUILT COVER 0 36 LF. O 2057G z ? z z - - t a 0 N 0 FE Z W N W Q W Z �Z �W ZV) o �V) w w z O 655 655 N w 650 650 w I say say � W � 0 W 640 640 1 N Q I rn U 635 WVLK 635 630 COVER 630 A 625 625 l s2o 620 u JUST M. SHMP a o. 45183 615 615 �pV F�SS70NA 610 610 605 605 600 600 Im `o 595 595 �w _1 c F Q 590 590 a o E 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 o _c j v 1 SANITARY SEWER PROFILE: SAN "7-10 O m U C14 SCALE: 1"=20' Horizontal, 1"=10' Vertical a S 00 O o N N N N 680 O O M N N N pry � O N 12 680 • M O mn 11 ^ 0 1 O t 675 �� 0 675 670 $ g 670 -I 7 ~-rn MIN. 3.0'� 665 PROPOSED COVER I z_ ?z 665 ---- V 5 42. 660 .1' q 60 COVER - v o _ — g N 6 n • < -'•. > 1 O PROPOSED F. 0 2.17% 655 GRADEro ----- � 15• SDR-2B 31 L - � I 655 n n N _ MIN. 12" ----- ---- lin- 0 650 SEPARATION o > 650 MIN. 3.0'--,tw COVERS 640 645 o p 3645 JSDR_2 0 5.85X`n�> o rn .v359 8• �z < n z MAX-125 635 635 -- MIN. 12" J L SEPARATION n s m 630p w s �� o > 630 ( J N < � ~ 625 y� 625 ^ 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 J 2 SANITARY SEWER PROFILE: SAN 10-12 mW C14 SCALE: 1"=20' Horizontal, 1"=10' Vertical J � � Q Q Date 10 24 2019 Scale 1 "=20' Sheet No. C14 OF 18 File No. 15.055 100 tp N ROP9SED GRADE IXISTING GRADE od J YO � MIN. 3.0 COVER o cV-P _ w $ j - 41i O m z - 172tF 8• �R,28 ®1177X � COVER N aad N � � 2 n 3 �z m— � > > 2 2 N > 246LF - 8• SDR-26 0 1.75% •O tD O BMP A Al rim-1 cm4 CZ W A7 oou 655 650 645 u h-W' 640 635 630 .ICIma n ni d a z 6 d + o n _ N M pi O m N m z z -- PROP§ - — E• — 68.27LF - 24° HPDE ®5.99% 10+50 GRADE -- 7o F - � _. - _ 43. DPE 42.9 LF - 24" • HPDE O 9.48% 'id a 11+00 m o gc � bi m -^ o N a Zw — 7 `M N N > - II MIN. 12. Dz N < % 29.92LF 0.53% HPDE 0 z� N c� 11+50 N x' I_ z _ co wt ' 6 ,.� 50.95LF 24° HPDE 0 1.65R z > z - 12+00 II oo z - - II _ INDICATES AS -BUILT 12+50 m + HDPE 64 LF. O 3.72% 15° H HGL N O� z z z _ 'n g�� m r> w uvu 655 650 645 640 6 35 00 625 620 615 o a m ^ -� 14 LIF 24" HPDE - - 0 0.50% — _.- — - F 0 - S-- 24" HDPE 34 LE z O 1.16% 13+00 z �4 -HBPE 620 615 • 00 z 13+50 14+00 675 670 665 I o ri v, �n 660 d Entrench a + — T Width Matting 6" sss Matting =III=11I- e III=11 -- -II=III- S�OQ I=III=1 Depth 650 �'' �= ode �_ „ - � HGL 75• —III=III— S —III=III m I I=1T_I= 1=1I I-1 11,63% —III=1I _III=III— s z- HOPE ® LF 01030% T I = =1 15 HDPE III sao � TYPICAL DITCH SECTION DETAIL t0+00 10+50 11+00 Not To Scale A7A ,'q-�4T' HDE 116 LF. A7B STORM SEWER PROFILE: STM Al -A8 SCALE: 1"=20' Horizontal, 1"=10' Vertical - - - 'r-fl m �w� gi oz� N I. NI m I HDPE 96 LF. 0 1.47% 11+50 12+00 12+50 2 STORM SEWER PROFILE: STM A8-A13 C15 SCALE: 1"=20' Horizontal, 1"=10' Vertical -.*. MIN L - ��IwY• ■ rr1^11■ 16� 635 630 10+00 10+50 11+00 11+50 3 STORM SEWER PROFILE: STM A7-A7B C1 5 SCALE: 1"=20' Horizontal, 1"=10' Vertical IMP A A1A 635 630 625 620 615 610 605 635 630 625 620 615 g610 10+00 10+5005 STORM SEWER PROFILE: STM A-A1A 1I �9«ii1301 �r•_�� h11mmmm si1mmmm r mmmK - ��i 1 141 �C a� II` I�E i SCALE: 1"=20' Horizontal, 1"=10' Vertical 12+00 650 645 640 635 630 625 620 615 610 10+00 HGL 15" HDPE 84 LF. 0 1.40% 13+00 LJ J � m I p � N MIN. 12" SEPARATION 15" HDPE 55 LF. 0 0.78% � z 13+50 675 670 665 ILI 660 655 650 645 14+00 640 10+50 11+00 11+50 12+00 12+50 STORM SEWER PROFILE: STM BI-B6 SCALE: 1"=20' Horizontal, 1"=10' Vertical 660 655 650 0 + EXISTING ' GRADE a o v¢~i 660 655 650 -- o CD645 ± d v~i i �AIN. - SEPARATION o 645 640 640 635 N M 96a-g 0 8 195.89 LF — 15° HPDE 0 1.01% 635 w gg 630 10+ 10+50-11+0030 STORM SEWER PROFILE: ENTRANCE CULVERT C15 ) SCALE: 1"=20' Horizontal, 1"=10' Vertical B1A 640 - - 0 640 Lq 0 0 635 + ao o 635 o m LJ 63 625 620 615 61 630 625 620 0o 615 T0+ - !E 10+5v STORM SEWER PROFILE: STM B-B1A C15 SCALE: 1"=20' Horizontal, 1"=10' Vertical Jlruaa� � rN1�� r���rr�wr &C 625 620 g615 13+0010 �N M.SHIMP o. 45183 12179'hA t a 0 N U Z w NW W 660 C1 C2 C3 C4 C5 660It d Z w I 655 W 655 � V z 2 p oV) GRADEa 650 LWING650 GRADE r 645 645 GRADE GRADE N 640 IAIKI 640 m 1vm(� N 635 635 W > W J 630 630 I J 7 j I w w �w 625 625 m o a N Q 620 620 0) o 615 615 610 610 605 605 7 r U JUST_ M. SHIMP Y o. 4Iw51-83 600 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 600 �Z Zq rW 4� 1 STORM SEWER PROFILE: STM C—05crolvnl_`_ C16 SCALE. 1 =20 Horizontal, 1 =10 Vertical W MP C1A /� C3B 04 OS O6 = v 07 s7o Cam+) s7o 625 625 C� 625 625 W `o 00 620 � 620 665 665 c o 620Ell I 620 .s o a NO- -p 615 = 615 No O "� 660 NONNI660 '�` p� �' Le 615 615 a! ��N c �ti � > ' EEEIIU O C 610 610 m o U 655 655 _ PROPOSED 610' . 610 c v L GRADE �y a a` 650 650 605 605 6051 605 1ri a a 0 0 Now Ill III OR ME 'T�MIIMMMM sas sas 600 6oLP - o HPDE 010.12% 600 Q o$ 600 600 o 0 0 0 640 640 59 z 595 595 595 Q N N N N N N 63 635 10+00 10+50 590 590 630 '°+°° '0+50 "+°° "450 12+00 630 3 STORM SEWER PROFILE: STM C—CIA 00 2 STORM SEWER PROFILE: STM C3—C3B C16 SCALE: 1"=20' Horizontal, 1°=10' Vertical 4 STORM SEWER PROFILE: STM 0407 C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical Z 02A ' R U M M e c0 02 rn + 635 635 > 630 02 630 630 0 RO�®� 630 } 0 05 05A 0 M 625 + 625 (BMP D D1 625 o 625 - m rn Z 0 635 r 635 o N EXISTING / ----- ---- CO-. o 'n 00 GRADE " + 620 620 615 " o 615 620 Oo $ L 620 gs a 630 630 O x m N - N a 615 615 „, 615 610 610 625 625 O 615 - d N — � NW -®1A54%Qo�-�� Ell f PROPOSED _ _ . �n ' 610 N PROPOSED o ^ ^� ., N 610 0 a o �o �F 2 iA 610 605 605 M � o $ n n — 121.29 LF - 24 HPDE O 4.12X .� �o $ n�' - O - 62 20 �7 'S6• 466 LF 24' HPDE 0 6 Z J 605 - ^ EE 605 = >_- _ 10+50 Ed 5 600 600 615 615 • `• Z Z Z N N N YY 37.70 LF - 2$ HPDE 0 10.26% NNN INDICATES AS -BUILT - +n-`o- o n ' 595 go, �e o n 610 610 600 — Z gg00 � ^ ^ 10.29 LP - 15• IwoE o n.ssX J I I 1 10+00 10+50 11+00 11+50 12+00 55 LLJ 590 v 10+50 11+0090 605 z g05 5 STORM SEWER PROFILE: STM 01-03 — - 10+00 10+50 pp J C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical I J (T)STORM SEWER PROFILE: STM 05-05A 8 STORM SEWER PROFILE: STM D—DI Q Q 6 STORM SEWER PROFILE: STM 02 02A C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical Date 10 24 2019 Scale 1 "=20' Sheet No. C16 OF 18 File No. 15.055 .�. aN3 Z � 5 s � 22101F - 18' HPDE O 217X � o ,�• � > 2 > N _ - � � 29.821F 0 rgg� 130.94LF-1HPDE 01.39X �3 r z — - Ian 3 IHOICATEs AS-BULT � o ' o N � - 15 HPOE 0.60X z m S ,$ Y15 015•�`% wwl �ww1 I �� =—�11 1 IIM� � � 7��� 1_w�E���• �E4cy � ::�� � ■■w�LJ \�f'wwwl■■ 1' = i ■I��■■ww�- ywa�ia: EAR � : - � ■■wwwrwwLr� ■■wwwlul� - - e�ara w�l■ � � � �� � ■ - - Mika = 635 630 625 620 615 30" CMP Riser TOP=627.05 W" (GMP-RiseF T- With Pre -Cast Manhole Li R`,cmr Bei-624.9 (Flush w. Observation Well See_detaiL this page e) Proposed Grade Highest Cover -Brass cap inscribed Proposed Grade with well depth -Lowest-Cover v - ;;��eir Plate W-A2, Barrel 2 12 RUNS 96" PERFORATED CMP Stu. 10+15. See detail-this2 RUNS OF 145 LF page, plan sheets for location. 96" ALUMINIZED PERFORATED CMP Perforations through OF SOUD-9-6" CMP_ depth-O graves =611 10+50 10+75 BMP A - INFILTRATION PROFILE SCALE: 1"=10' Horizontal, 1"=5' Vertical with -well Perforations through depth of gravel WEIR PLATE i 3G nun Rise- u" �.Ith Pre -Cast Manhole Lid - INLET All ,a r � STRUCTURE (Flush w. Grade) FILTER FABRIC 30" CMP Riser RIATER FABRIG - TOP=630.15 BOLTED ON INSIBE W-A3 WEIR - P6ME W-/3 -Weir Plate W-A3, Barrel 2 Stu. 11+05. See detail this page, plan sheets for location. INV ELE=613.75 CMP Welded CoI WEIR 11+00 11+25 11 A0 PbkfE W-k2 NOTE: BMP A BARREL 1 B9H SHOWN IN PROFILE FRILTER FABRIC INLET STRUCTURE A1A 6' PVC OBSERVATION WELL SEDIMENT BARRIER WITH BRASS CAP n FILTER FABRIC SEE PLAN VIEW FOR DETAILS TT (TOP ONLY) GRADE NOTES: INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM V SOIL COVER. FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. 6' FILTER GRAVEL WEIR PLATE W-Ai WEIR PLATE W-A2 & W-A3 ELE=522.00 TRASH RACK R ELE=620. • 1-YR WSE=615.98' -----, �-6�1-9-2 - sees- -- 6--#57 STONE 11 .;: . II= FI I I- . INSTA H = STEEL PLATE 10-YR WSE=619.97' ;I= ENFORCED 100-YR WSE=624.08' q9 YR WISE 619.44 ` -ORIA6ES STEEL PLATE STEEL Po;TTE 2' MIN. ELE=616.79 (TYP.) (TYP.)W-A2 ELE=615. 3' MIN. 96" PERFORATED CMP ;� OI'ERLAP o;3c6v ELE=P� (TYP.) (TYP') ELE=613.75 W-A3 ELE=615. US 160 NW -f �T^' i *R WSET3 WEIR PLATE (SEE 11" 0 ORIFICE FILTER FABRIC MIN DETAIL) "s'P INV ELE=613.75 _� & Ar - - _ _ EL€=�3 50 ELE=613.75 (SIDES) 2.5' 0 BRI INV ELE=613.50 2.75" 1' #57 STONE 1' #57 STONE , TRASH RACK - NOfE14LTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM BMP A - INFILTRATION DETAILS C1 ] SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"-25' 4' SOLID PIPE SECTION AFTER WEIR PLATE 635 24" CMP Riser „ TOP=626.65 39 E1o1P-Access Riser With Pre -Cast Manhole Lid dO=GMP-Aeeess Riser Brass cap inscribed Brass cap inscribed (3" above grade) With Pre -Cast Manhole Lid with well depth with well depth o,_ (3" abovePIA 24" CMP Riser Brass cap inscribed Proposed Grode ® Brass cap inscribed 630 - grade - TOP=626.18with well Luwubl. LIUM with well depth ne_�r-�leP=o=6� (Flush grade).outat (Flush w. grade). _ 48" DI-7 Sta. 11+55 TOP=626.34 625 - _____ 73.0 1 RUN 96" PERFORATED CMP CMP Welded Cap (typ.)• - Ex. Grade r 96" AI YMINIZED Perforations through - -- - - - - depth of gravel (typ) ,,� o ��f nlnr ui SINGLE RUN Perforations througf - o_ � _ 620 22.5' BEND RR RR �n c• nr�ln fA CTA , n , , c depth of gravel typ, IN ELE 16. 'n Z - - D LIVV � � ITV ELE=616.53 ^ C + AA IBSOLIDrJ 1�l� O ATI S 1 +31 2+ . n... , WEIR PLATE 28.0 ... EXCAVATION ELEV.=614.3 FILTER FABRIC LINING e - -4= Sta. 11+31 4" PERFORATED PVC UNDERDRAIN L1NB1 See detail this page. UfJI 61(32+25 12+00 11+75 11+50 11+25 11+00 10+75 10+50 TT BMP B - INFILTRATION PROFILE C1 ] SCALE: 1"=10' Horizontal, 1"=5' Vertical 615 24" CMP Riser ST-05A 30" nun 94'ei nc__- - - - With TOP=610.50 ; - iiim--Efev=609-00 Flush w. grade) 6" PVC Brass cap inscribed Grade 610 Observation Well with well depth Highest I Brass cap inscribed with well -depth 24" CMP Riser TOP=614.24 38" PIMP Access Risff r Graded ..".L n__ n__. (Flush w. �• e1. +.• I:i',ti.+•..•-v a. •,+.•,1. dS�?�/yi1�'� • • PERFORATED •-.�• •�. �.-:i, �. �. �s��-.Y •lam �• _- • •• • •., .• • See detail 1 11 1 1 1 1 11 6" PVC OBSERVATION WELL WITH BRASS CAP � PROP. GRADE NOTES: INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM V SOIL COVER. FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. 615 610 605 595 11+25 635 ST-02A ^moo cMP Riser With Pre -Cast Manhole Lid Rim -"�(r;ush w. grade) CMP Riser F24" =626.57 630 " PVC Observation Well - 625 Weir Plate W- 1 Sta. 10+04 See detail ' I]WEIIRPLATE B1 a -- SOLID CMP 4�NB SECTION AFTER WEIR PLATE - 620 INV ELE=616.53 24L+z,--nE 615 E :E ST 10+25 10+00 610 6° PVC OBSERVATION SEDIMENT BARRIER FILTER FABRIC WELL WITH BRASS (TOP ONLY) CAP SEE PLAN VIEW ROP. GRADE FOR DETAILS 6" FILTER GRAVEL � 1-YR WSE=619.46' �I I 10-YR WSE=622.66' 100-YR WSE=624.06' II ^ter ft.-OV 2' MIN. 3' MN ;--I�m-„a-;�rr�2 �' 3' MIN.ERLAP (TYP.) I , / 96" PERFORATED US 160 NW �I CMP FILTER FABRIC I , (SIDES) - - _ _ _ - _ INV ELE=616.50 8" #57 4' PER ATED PVC UNDERDRAIN STONE I A DrornoA rn oA 4WP AND°LAY R •::'...:., II�LCDIID IAI IAICTAI 2" NOTE: FILTER FABRIC SHOULDI INb7 BE III II I PLACED ON TRENCH BOTTOM WEIR PLATE W-B1 �� INV ELE=622.86 W STEEL PLATE �') ELE=618.53 _ _ ELE=616.53 T BMP B - INFILTRATION DETAILS C1 ] SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"=25' PRETREATMENT CELL FILTER FABRIC DETAIL SEDIMENT BARRIER US 350 E PIPER cSIDE FILTER FABRIC C FABRIC INSIDE CMP PIPE OP ONLY) (T Y) 6' FILTER GRAVEL LL USING TAPPING SCREWS. CLOGGED ZRI ELE=606.50 WEIR PLATE W-C2 40 FABRIC SHOULD BE A �P Pam ' -: ----------�„ -- m - ---------sees- ---sees-- 6" #5- STONE ' II= WEIR PLATE W-C1 `ANNIUL .vnatwCE ; I- TRASH RACK R E =60 . - STEEL PLATE _ _ WSE=600.99' - STEEL PLATE 11-YR 10-YR WSE=603.93' r 2' FABRIC I _RIBINI 100-YR WSE=604.97' ' 3' MIN. 96" PERFORATED CMP 1 �I , 3 MIN., ,I OVERLAP OVERLAP {�� ON Al:{ Q S Sf{{IPbkT{ EI ,,, ---- - - ') ELE=600.57 (TYP) (TYP.) (�•) ] BMP PRETREATMENT CELL DETAIL ELE=601.15 Tl-,-=1+I+T-1lT , vo wcr cm on 3 WEIR PLATE (SEE , tE` °Pi." C1 ] SCALE: 1"=5' MIN DETAIL) i US 160 NW ; %/ �%/ c^� ^^ ELE=597.65 90 �_ FILTER FABRIC GRAVEL ' INV ELE=598.00 - 11" 0 ORIFICE INV ELE=598.00 �` ^ � �^ ^^ Q'Il ' - ' moo- ELE=597.65 (SIDES) L........:;:....: #57 STONE --sees-- #57 STONE 2.5" 0 ORIFICE :..°- ` • " ' ^ .... , : ,:. '• ' 8 ' ::.LAY;.,; ,... , .......:....: _ _ .,,.,.. ,, . . TRASH RACK 2.5" 0 ORIFICE NOTE: TILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM C1 ] 1"=5', SCHEMATIC DRAWING: 1"=25' SCALE: SECTION: I E` r` v JUST -M. SHIMP Y L- No.4I551-83 It hb '� C �o�, 1 , SS AL S n- Brass cap inscribed 625 ST-07 30 eMP Accessl2iser with well depth 625 n•- E'ey -619 o (Flush w. grade) o LO 30" CMP Riser 6" PVC a + Propose d rode e' rn„n i,nr t0 ^BP TOP=620.57 servation Well = z AFTER -WEIR 620 -PLATE - '-1 4 1 N z 620 INFILTRATION PIPES SHALL HAVE A 0% SOLID HOPE - Grade SLOPE AND A MINIMUM 1' SOIL COVER. 6' PVC OBSERVATION v 48" PERFORATED HDPE v WELL WITH BRASS CAP ROP. GRADE 615 , „ , , 615 NO-YR YR WSE=614.71' -- �z- "•"�' 6" FILTER _ INV ELEV=613.27 ° -YR WSE=615.45' �/ GRAVEL WSE=615.71 E = 50 FITLER FABRII L 617. +nn mTve-+R W&E-e�"'OC `}&K + 6 57 STONE 3. _ 7.0 7.42 '' FILTER US 168 NW FIffE {AIRRIE (SIDES) .c FABRIC 3-`s _y 2' IN. 48 2' MIN. 2' MIN OVERLAP PERFORATED 610 Weir -Plate W-91 610 HDPE 15" HDPE Sta. 10+04 See Perforations Sta. 10+ 9. See 1' 5- - - I- - -� 7 STONE INV ELE=613.27 detail this page through depth detail this page - of gravel ND avER WEIR PLATE 2' WEIR PLATE __ATIVE SOIL -1 . STA 10+03.9 STA 10+30.9 NOTE: FILTER FABRIC SHOULD NOT BE 605 10+00 10+25 10+50 605 PLACED ON TRENCH BOTTOM BMP D - INFILTRATION PROFILE SCALE: 1"=10' Horizontal, 1"=5' Vertical 6" PVC Observation Well. 665 Brass cap ��s� -ggq� 11R WSE=653.55 " 'n YR '" o* tOYR WSE=656.72 ation- , WSE-658.451001R WSE=658.15 ip inscribed with well depth 660 3' He Berm 24" HDPE Drain Pipe Elev=657.95 Domed Trash Rack �r'GiCd�OJQT Rim=657.02 - -- Inv=655.87 Spillway 655 Elev=657.39 „ L Perforations through depth 650 - of gravel 4"Solid PVC Outlet Pipe Inv. Out=653.00 , S1ope=22 645' 10+00 10+25 24" HDPE Drain Pipe Domed Trash Rack Rim=657.15 Inv=663.35 E2j-�ain Pipe Pipe shall have min perforations. ,.,r„=677:,5 - Red Bed Surface ttELEV=656.87 Stone Q 10+50 Filter Fabric 4" Perforated PVC Inv =R94. nn Slnr 3 BMP E PROFILE C18 SCALE: 1"=10' Horizontal, 1"=5' Vertical 10+75 665 REINFORCED STEEL REINFORCED STEEL WEIR PLATE W-D1 WEIR PLATE W-D2 ,SH RACK �, L P-6}6-Sty 0 Oo- BRIHEE = TOP=616.73 fps 7�� TOP=615.27 7 / ELE=614.56 .v im v JUST M. SHIMP INV ELf=613.27 INV ELE=613.27 12iNI O. 45183 2q'I�'!.o vS10NAL ENG� 2 ) BMP D - INFILTRATION DETAILS C18 SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"=25' 670 3" Wide Berm cap inscribed with - well depth 660 6 Topsoil over n filter fabric ---- 665 Spillway 1151n� Fi4ei; Elev=665.51 Elev 655 Wrap Sides in US 160 NW Filter 660 „lid PY6 eultielt Pipe fabric. No fabric at bottom. - - 650 4"Solid PVC Outlet Pipe Inv. Out=662.14 , Slope=l% 655 through depth of grovel 10+25 6" PVC Observation Well. Brass cap 24" HDPE Drain Pipe Domed Trash Rack Rim=665.24 Inv=663.42 Bed Surface ELEV=665.09 stone volume. 10+50 24" HDPE Drain Pipe 675 Domed Trash Rack Rim=665.17 Inv=663.35 670 Filter Fabric fabric. No fabric 660 4" Perforated PVC Underdr in Inv.=662.00, Slope=O% I at bottom. 4 BMP F PROFILE C18 SCALE: 1"=10' Horizontal, 1"=5' Vertical 10+75 11+005