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HomeMy WebLinkAboutSUB201800222 Plan - As-built 2020-10-27AS -BUILT PLANS FOR SPARROW HILL TAX MAP 56 PARCELS 2GA2 * I 06A SUB 2017-00090 * WFO 2017-00058 WHITE HALL DISTRICT, ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 rr=2,000' 6R4 f 17I6 TesU in %4ra Tz tzob 1201 L Crozet 69I tzn4 .� r, IN tma P4134K VIE A' t710 443 _ /4 �a Old Trail Golf Club SITE Fil T�Tnp�ke P006110 GVP N'� &I IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVER SHEET 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 12 - SANITARY PROFILES C 13 - SANITARY PROFILES C 14 - SANITARY PROFILES C 15 - STORM SEWER FRO FI LES C I G - STORM SEWER PROFI LES C 17 - BMP PROFILES C 18 - 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 LANE 2.0%2.0% — 2.0% VDOT STD UD-4 STRIP, TYP. lry L S1uwosc�ec SEE 'TYP.) 4.0" CLASS A-3 CONU. 1.5' SM 9.6A ASPHA z su lzse SIDEWALK (TIP.) 3:6--NA-+9-.&-ASPHALT Y ae 250 t4.0"VDOT 21A (TIP.) fr.�-YBOT #2 A e'vpoT2u 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. 1:)TYPICAL ROW CROSS SECTION Cl 1"=10' a U STIrI S MP Y Lic. 45 T83 v v AT ��ss/nAlAl ��G` 9� 1 TREES AM I lE \\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONNECTION TO ACSA —I ❑ ❑ E�, 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ P ❑ ❑- - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SANITARY SEWER I ❑ .E_l/ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑� Q i❑ ❑ (❑ k ❑ ❑ ❑ E� ❑ El ❑ ❑ ❑ ❑ SHEET 11. 1- — ,p ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ ❑- P Q� ❑ )7 ❑❑❑ .p❑❑❑ ❑q-o Q❑❑❑❑ ❑❑❑❑❑ffn \- / El El El El El D El El 0 El El El PRESERVED PEDT1P1 , ;\ 4 I 'r,gip, El El El El El El El El El El I El El El El - ❑❑❑Cj�,-❑ ® i ® ❑❑❑r i El El El El E1\E1 — ------ ❑ ❑ ❑ ❑ ❑ 11 El El" C 12 ❑❑❑❑ 1 1111 ❑ ❑ ❑ El❑ Li" i'.,—w 'W ,-+w—w „w'—.+w err M�KINLE7'E ❑ ❑ ❑ ❑ ❑ 1❑ ' 1 s ` 1 s �r r w _ .. _ - • �1"-' - _ _ _ w w w .vwoauc�3 \ JC El El El /El ❑❑ ❑El C��C El El El 5 \ o 0 N U IZ "W � z ' 1 \ 1 � w oN � z / d® 1 y z D DECK 1' 1 N Q 1 `I w J J TREELINE \ / 1 C = F <0 [ W J V 1 N Q ELEC. 1 w - o � � 1 � I o U STIN S IH P 1 Lic. .45183 •I A ,ID�2��2a FF 1 ❑ /® NEU- 3 - - - - - - - - - - - - - - 1 4s O / 1 1 ' I / \ I I IIIMEIts III III wmwME ME �►��I�W ME ME.a����m III Eff ME ME ME III ME ME ME ME ME ME ME ME ME as ME ME ME ME ME ME ME ME ME MEME� ME ME �sMEMEME� �������i� ����ME, ME ME -r"im ME ME M \ ME ME ME ME ME ME ME ME ME ME 111IfI I:E M wi I:. 1N A11 mg m ME ME ME ME MEME a ME ME ME III ME ME ME ME ME ME ME ME ME MEME immust ME ME ME ME ME ME ME ME ME 77ME ME ME ME ME QJ ME I!' ME ME ME ME ME ME ME ME ME mol w t m m m m � momm� � m m m 1 I 0 l 1 1 3 1 RVED SLOPES (TYP) V\ i l � 1 / I 1 1 - \' \x w--w x w w —w —w w w —w —w —w - - n —w —. ' •. wow 1 / w—w —w _ M —w —w w —w —w —W —w w w W —w —w —w —w Tw w 1 ✓ SP RROWFIILL LAA U i 1 / \ . --_ .: ... a .V.. ... � .1..• , 1 �Y iS n.Pn. �/ NOTES: 1 NEW 10' PRl�ri o INAGE ESMT 1 = ® ® / 5' CONTOURS SHOWN FOR CLARITY. 1 i f� - i SEE SUBDIVISION PLAN SHEETS FOR 11 CONTOURS. 1 MANAGED SLOPES SHALL NOT BE 1 \ SHOWN ON SUBDIVISION PLAN SHEETSI 1 \ d, 1 Iz- J r - / - INTERMITTE 1 STREAM BEGINS — 1 1 / ;/ Scale: 1"=40' 1 -� / t_ I / o `o c c 0 o E a a a0i a\'i V o a o w ,n L o c c U O O O � 0] O] C �, 7 O o Cs UV u�i O IJ ti aQ O O O CDO N N N N q� O O O CDN O m O N r N 4 Q rZ_� V Z D 0 o U Z L CQ J C W m m u � Q Q Date 10 24 2019 Scale 1 "=40' Sheet No. C2 OF 18 File No. 15.055 i I I 1 M A'T � H L 1 N E, - o MAT -H- -1-N-E--;-----------,l - I - =C=H---1-N-E,f------1- - - z i. ._ i _._._._._._._._._._._._._._ ._ _ _ _ _ _._._._._._._._._._._. .r1 _ _. __ _ _ _ ._. ._._,_._._._._ _ _ J._._._._._.l._.�_._._._._._._._._._._._._._._._._._._._. _._._._._._._._._._._._.._._.� - ( 1 ® SEE PIPE INSPECTION VIDEO A10-A9 I / / ii / Q z I /� SSMH ii 7 Z TOP=664.82 w \ _ - S _ I 1 20' SETBAC TYP.) 1 ! / / OUT=656.62 Z 1 i DB 50E 7 1 I i 1 PG 713-721 1 STRM GRATE 1 i j TOP=649.15 \PDB 5087IN=644G 713-721 � oOUT=644.65 "o 2 m i 1 j I I i 0.11 ACRE / / / ��ctL ®605 s�' p01A ii �, N FOREST/ E I Q 1 !I II DB 5087 \ r \! T/ I PG 713-721 EASEMEN 1.31 ACRE Q FOREST/ J !� / / 0 8 / L...-.- _ I _ C9 OPEN SPACE i \ - - - -I- - - ! EASEMENT Li! _ STMHuFi ��----- - - - i=-------- ----- TOP=649.45 ! LEDGE=645.15 �, < 0 SEE PIPE INSPECTION VIDEO A9-A8 IN=642.12 / ! P� x� w < -637.10 STMH \ I i ti Q IN s - - x TOP=6 41-49.45 N Q i 0) O I ° 1 STRM GRATE ° TOP=643.63 ° i 1 STRM GRATE i 15" HDPE 153 LF. 0 0.76% i OUT=639.13 �(0'7� TOP=642.-4 I HDPE 51IN=638.334 _ - SEE PIPE INSPECTION VIDEO A8-A7 _ .. 01 46 ! - ! 44- STRM GRATE i 1 479 PG 713-721 441 1 TOP=642.26 w S?/S 1 - i x , IN=636.56 a4 0' ! I 0UT=636.41 T - ,r J STHI IN 4SMP IC. a 4" SAN LAT ° - ! - i TOP=645.08 1 44'-x 1 i i I 21 3 ^ 455 l O� IDIZ'1�2� 1 i O 0 0 z LATERAL TOP 645.18 ! / -- ASS/ONAt,(TypENG, !i 1 4" SAN I 20,000 SIF ! 20,000 SF N ! LAT I - - _ y w X aI \ ! ® TOP=645.29 ! " 100 ! t FFE=648.3 ° FRONT�OAD 4 SAN LAT ND IN -GROUND - I o8Y I TO LATERAL ON All TO MAINTAIN 5' MAX. DEPTH BFE-638.0 I BFE=636.3 PROVIDE RISER AS NEEDED ' 20,001 SF BFE=639.3 j s - TOP=642.66 TYP A6 ]--1. SLAB/HUNG UNTSIN-GROUND DB 5087 - SEE PIPE INSPECCTION VIDEO A7 1" COPPER WATER e IF x z ' z5 PG 713 721 i SEE PIPE INSPECTION VIDEO A6-A5 _ J FFE=6a5,5 i l 46 i I 8' G AGE SET ® FFE=6 .5 / o `o ! a I BACK m M / 3' GRA -- SINGLE METER (TYP:j 4 45- I EIEC BOX ! a I_ - I '� / ,! -SHOO _ ' ! SERVICE LATERAL TO X 18 GARAGE SETBACK 43- o N ', 44 � .. � m � ! I VARIABLE WIDTH ACSA - _ _ o ! EIEc BOX Iz I - I l <c. a ! _ ! WATER EASEMENT fi'-LANDSCAPING LANDSCAPING _ I X O -- I 1 �V' 4, o o E a 442 ST ._..,r1dEM 423 STMH z '1� 45- " u c� _ ', - ..1 - ... TOP=642.56 Pii 40 u ° �° - 0 0 o D AR/ in URB - • , >rr...p' �'�-- .." 9 4 5 ��_ / > , 50.95 LF - 24 HDPE 4-X STMH TOP 641.76 Meter Box ARV - - - - SEE PIPE INSPECTION VIDEO A5-A4 - - - • f moo C� m m - CURB o 7 l�l � s CUT W ,d W W 3 W W W -W W - W -W 4ti -W W W vv v'v if WDIP W6 W - W W W - W - w - W - yy - yy - W - W W - W N N W CUTE W W R?1 .. WM a ` STRM GRATE _ • 00 ASPHALT BASE COAT \ _ 2+00 A � 11+SO /_� W 5 � ' . TOP=646.95 h � e SF RRO W HILL LAl N v �I� �J a _ 14+00 1 50 13+C0 +50 1 45 1" COPP WATER r AB CENTERLINE R150' M TERAL TO m . F1EC BOX?°, CURB CCURB SERVICE EW CUT -= G I (IYPJ a P CEN7ERLIN FHA •'. 4? URN E CUT 3 36 PUBLIC'R.0. W. SIN 5 E SIGN 47& \ R185. 'OG-1 .. OP - - --- - - SIDEWALK END ❑ ° 4jWV 3� 8" SDR-26 300 L.F. ® 0.96%iiwjR ... _ - 70 e I 45 STR i 4^ SAN LAT 65. CURB 5 0 R R31.T - - I - - - - SEMEN'! TOP=642.59 I _ tik STMH 8" SDR-26 48 LF. ®2.87% ;, , s 1 V ! - TOP=641.82 G EOP 4" PVC i TYP ELEc Box p,�` SSMH »• \ 8" 5 p i LATERAL i ( ) o tip' SID TOP=642.00 - • 8"X 2 A5- I TYP. I PROVIDE RISER AT SEWER MAIN - 4 45'- 461 ( ) 1 &53x 5T TO CROSS ROW AT MIN. DEPTH 4" SAN LAT LANDSCAPING SSMH A••. �ry�,. 4" SAN LAT ! TO MAINTAIN -SEPARATION UNDER TOP=642.57 EASEMENT TOP=643.08 154' TO 9B - ! WATERLINE FOR LOT ! ® ! ® TOSTMH 6 3.01 { SEE PIPE INSPECTION VIDEO A4-A3 R29.0, 45- I0"00 o a ! / I 5' SIDEWALK i 20,450 SF R28. - i �, � 20,743 SF SIGN 1 FFE=647.6 1 - FFE=647.2 w ® GN BFE=638.6 - I BFE=638.2 20,815 SF - REAR WALKOUT i REAR WALKOUT = FFE=645.5 ! - PGB 1308721 REAR WALKOUT Q ! - ! Low -MAINTENANCE SEE PIPE INSPECTION VIDEO A3-A2 PG813-721 - RIP -RAP �� ° TOPM 625 8� i _....:. ... STMH i i I ! _ i !- . .. ACCESS I �- i ....... .- .... .. .................. _ �- - DITCH 1 - - - DB 5087 STMH - '.-.'.-.'.'.'.'. rr- RISER ! PG 713-721 ` ARISERS i ........ . ........ TOP=630.14 ............. TOP=626.77 ° DITCH 7] I 31 A Lf i 24 HppE TOP= 631 2 / - i � I - i i BMI' A O j -- !7 y;- STMH ACCESS RISER STOP=630.15 ti SEE PIPE INSPECTION VIDEO A2-A1 TMH � ' 1 - ACCESS j - - ! - - RISER TOP=627.05 1 DB 5087 - I- - - - -/� j _ 1 I PG 713-721 ! 1 ! PG 7138721 ----- ------ --l------------------- a ! -----F------ --�- ! 1.62 ACRE ! I FOREST/ 1.62 ACRE I OPEN SPACE ! FOREST/ I EASEMENT ! OPEN SPACE 1 ' EASEMENT j I �/ / o0CD CD0 N N N N O � O O O CDN 0 m O N r N •-) NJ �Y O 4 V Z D O o U Z J NOTE: J 2 STORM SEWER PIPE INSPECTION VIDEOS FOR STORM SEWER LINE A1-A13 ARE LABELED ONE (1) NUMERAL ABOVE THEIR ACTUAL STRUCTURE NUMBER. _ ui PIPE A13-Al2 IS LABELED A14-A13 IN THE PIPE VIDEO REPORT AND EACH SUBSEQUENT STRUCTURE WAS LABELD AS SUCH WITH ONE 1) NUMERAL m m GREATER. PLEASE NOTE THIS WHEN VIEWING PIPE INSPECTION VID S, AS THIS HAS NOT BEEN CORRECTED ON THE PIPE INSPECTION REPORT.. U) Q Date 10 24 2019 Scale 1 "=20' 20 0 20 40 60 Sheet No. C3 OF 18 Scale: 1"=20' File No. 15.055 j , \ I ' DB 5087 PG 713-721 pCCESS R15ER � CL Im Ilia TOP=614.24 I � I pCCESS RISER RETOWN6 g�3- - BOW=617.99 DB 5087 -' _ PG 713- '21 ALUMINUM I I � FOREST/ ;;PEN SPACE FENCE ' = 2" HT 4 EASEMENT IG I -0/o- - HE I I - I M - \' �h,• o - i - DB 5087 1 i PG 713 72 I \ RVI g1WALL \ 9.76 gW=618.06 \\ \ I _ NOTE: ALL SLOPES STEEPER THAN 3:1 SLOPE SHALL BE PLANTED WITH LOW -MAINTENANCE GROUND COVER. L I i 3 DB 5087 ! , o 4,3- HA PG 713-721 � \`u■ j !� � � o IIJJ , w I ._.....Z ' BACK. (Tl' . - -- - \ I .. z PDB 1308721 9mw g, 1 3 1 I w a> �11lop T;i 11 T 1�I I I \ ', N e I DB 5087 z' s K nP. w rn oa,m PG 713-721 i 0 - gNN \i ®� PG IN 0 DB7 508721 SS63 .13 37- i \ , ' - - CON ACRE I, IN m CONSERVATION EASEMENT x 4" 087 i SAN TE DB 5 1 LAT TOP=635.95 _' ! STMH STRM 6 p.08 383 \ PG 713-721 i 0 \ TOP=637.04 TOP= i \ _ - - - - �, \ J i 1 N IL TOP=627.84 1 SAN SEER M1 \ W / 7i \ ,. \ �OQ ! ! �I r SO ,2� W Lu > 383 SEE PH1 w x AS -BUILT FOR i I 6„ SqR-2 \ \` \ p0• 4" SAN LAT MORE DETAILS. ` i l TOP=641.72 \ N,w- \PRE EP \ \ \ \ ?O © 3 g I (�� < o RET �625WOu y SPA �) J Q W Q BW=619.05 \ o. \ 1i \ � `rlYgs`� a,^ i 44* x X N = �+ ' � s � i 44- 46� 6 \ sSERVICE LATERALRTO 1 FENCE " 4" SAN SAN LAT p o �o !yM Qo J` SINGLE METER (nP.) ! 465 1 \ HEIGHT=42 TOP=631.55 r �. 1 x ! 38 I CCUB ® °i ! ! �kL H OF \ ! (TYP.) x e ' WJN S 383 � 37 2 DB 5087 �t $ oQ TOP 636.10 i i v STIlV SHIMI' Y WA1L PG 713-721 \ \ i ! Lic. .45183 ! 0 20,028 S IF 9W- DB 5087 i FFE=647.0 ! 0 \ os� 4/ O CUB >' PG 713-721 i v BFE=638.0 1 -SSIONAL ECG 4" SAN LAT 5 638 d \ p SIDE WALKOUT j 85' TO 9 TOP- 6.0y \ sips i 44e ns i 1 eX I � •� \ OpC� \ UT -_ j FN \ I S 1 SPEED P m�<s�o TOP=636.14 CUB �R(/NF� \ " .; \ 4" SAN LAT j LI TOP=641.72 i o `o \ J` a m iY 0 0 I 62yoo � i TOPS637.21 \ s� � - CURB �✓ DB 5087 i" \ W - CUT W m m PG 713-721 ;i El� CFN o s W W W o o n¢ 8" S W - W - W i 0 R, ALUMINUM ® /l CURB ?6lg CD-1 Q -o \ FENCE \ \ a _ / 1 COPPER WATE CUT - i �F Q i \ HEIGHT=42" S \ SERVICE LATERAL ` ` SIGN ! ®I'% CURB RETAINING WALL \ N TO SINGLE METER 4" PVC iJ WM CUT TW=621.14 ACGF_SS i (TYP.I LATERAL c eox , i a - \� ?6' o 0 o No BW=620.18 RD 2 DB 5087 TyP. o 0 0 0 PG 713-721 z \ N N RETAINING WALL ALUMINUM ;i .3 ® 40 plc �X AND \ ' - 6 S S o rn o N N ( ) \ - FENCE g 36 F 4" SAN LAT 1 Ai o - 21.51 R 4L X TOP=637.33 \ HEIGHT=42" i' k 63?s 3y2 AC _ qI F i FA BW-6 -- '\ PGB 13 a721 DB 5087 TOP 5641.81 i WM 4" SAN LAT N \ El\ i�p i ❑ ❑ 1 �; \ PG 713-721 52TO 9B i ❑ ❑ ❑��� i 1 X 56 \ � RETAINING WALL ❑ ` ❑ C 4 (� �4TW=618.54 ; '� r_. PRETREATMENT 2: 24.590 ! Q BW=616.69 GRAVEL DIAPHRAGM 1 FFF_gg4s8 ! ® Q �_9FE-635a i - \ ARSERs \� NEW 10' PRIVATE DRAINAGE ESMT , EW-12 20,353 SF DB 5087 % TOP =628.90 sTRM GRATE DITCH 3A ! FFE=647.1 \ PG 713-721'\ TOP=626.34 4" SAN LAT BFE=638.1 \ \ ALUMINUM " TOP=640.08 REAR WALKOUT 1.62 ACRE ,X\ FENCE \ 1 �+ FOREST/ �� v HEIGHT=42" . I OPEN SPACE ._ EASEMENT i• \ _ • fr l esy�� STMHpn: , �S ACCESS ��J - ! r \ -os' RISER ` \ ` 1 n I \ TOP=628.50 i - � \\\ DB 5087- \ \ PG 713-721 O f 1 \ LL \ i DB 5087 _ W \\ \ 4" ! PG 713-721 Z J i pfRF p \ \\ \VC DNO£RD .j \ � RAIN ! \ STMH o _ \ t ACCESS s ! J C RISER \� 1 1.62 ACRE \ DB 5087 \Fq - FORE sr/ � PG 713-721 OPEN SPACE DB 5087 N � EASEMENT PG 713-721 g d a_ � o i _i `v S TOP=615.13 - - - - - ------- ------ -- Date 10 24 2019 Scale 1 „=20' PoP-RM 20 i 0 20 40 _ 60 Sheet No. C4 OF 18 Sch1e; 1"=20' 1- File No. --� - 0 15.055 \ R,26 3 ®20Sg, 6 �•F o�T'`5�68��A \ Ao � so8� 12.98 ACRE FOREST/E9SF4ffC`E4 \ OPENSPACE R�2 \fir 040p PG 713-721 1 \ Top SSti1y� 6 /4/4 `�B 0 \S98S9 � ,'\ \ I � \ m \ � 1 'o \ \ I \ 1 1 \ - - - - - - RETAINING- \ WALL I BOW=624.42 F^q_ _ -_ - 1 / 1 I I J I I I w w �z RETAINING WALL w ♦` TW=621.82 \ \ B / / I OT RETAINING WALL ALUMINUM BW=619.62 i \ / / / / / / / / / / / JII I / AREA=856 SF I FENCE #; ! \ \) \\ \` 1 ( / / / / / I / 0 = 0 0 0- " BOW=617.99 // HEIGHT= �- ♦ DB 5087 / I / �/ a DB 5087 ♦ i / /J / / /// PG 713-721/ ♦ - _ \ i \ %-/ / / / / z600 m0 24 ACRE RIPRAP lC FOREST \ / OPEN. SPACE - _ 'S EASEMENT �.` / FENCE .�- - -- _ _ - � . )" - - � RETAINI630 ALL TW_628.54 BW- I i SPILLWAY / / / o RETAINING WALL '� / / RETAIN� 629.57 "" DB 5087 / / // / N / TOW=632.93 JOIN- ° - 721 ! Fa �., BOW yc % ' ; i - / _ RETAINING WALL - 45 cn I J �.� I PIG 6" OF #3 / - / / > BOW-626.28 ` -/ I STONE BERM / - �l � TOW-619.11 - - .• - � 0 EN SPACE / / �1 n w BOW=617.99 ♦ t ALUMINUM I rr , / J ` J 6 m FENCE " I� - - - ' ALUMINUM DB 5087 \ �CB �� _42 i j iE �/ _ RETAINING WALL �\ 'rlHEIGHT- / � _ / / C� TOW=630.98 ��- /r,, HEI EGHT E42 PG 713-721 \ w BOW=625.97 Q o - ---' i , // I " PVC w F ALUMINUM 4" SAN LpT o. $ -"'-• I i - �•- - ^1 7q //FENCE42" C SOH 29 TOP=642.77 / 1 OBSERVATION ( w �I ff / / /// /��� _642 I _ - - HEIGHT- of • TOP- - ALUMINUM / _-y // // // ! rn 24"PVC D PIPE � � N W/DOMED GRATE I SIGN 0.45 ACRE / HEIGHT=42 `M, BON 43 - FOREST/ OPEN .SPACE - CURB -r•- fie'..-. --_- __ I I EASEMENT i .. , - - e CUT _ I DB 5087 432 / �yti0 w`wINL H OF 438 CLUB R30.0 "NO PARKIN �:.' X s I i ' / i 1 / / MUTCD R8-3_ ,.• 51- i - - - J - D / S - -� � Tx- 'CZ EOP 42 wM D \ - ! ® � 11- �/ / v STIN .$ Pa_ rx-rnt; n I 6 '` - - \ i / 20,003 SF / Lic. 45183 J T m I 1 1 II+ FHA - ; \ FFE �66B1s / zo,00z SF A toll I -b w� / l FFE=673.0 h \ \ 1 J SIGN "NO PARKING" (R2WV ' PR I I 52 X ` _ _ - -7 .EWALKOUT OFF ♦Y. s � - -`` i - GB 1308 21Ss� NG o o D MUTCD R8 3 3 W AL E I \ \DB 5087 CU CAPIN \ \ /ao.o' a ' 6` IANDS SSMH CUT I ` _ w, 1 _ _ PC TOP=667.77 - - - -- - \ N -- _, .-•-.-. .-. LAT R .0' _ -- - - - - _ _ STMH - "SAN 3 �o PGB 1308T21 // // v�i oUT 655.17 . I � / 1"�OPPER WAyi`R 3 IN 655.37 1 ACCESS TOP=643.25 S I I Q s TICE EMErERTrPo ! }._..._._.... y: .N ..1. CC 44 �� RIS620.68 D STRM DI / ) \ T0P- 20,014 4. - -•-'- „ �\� � FFE-654.0 51-e =" ! / TOP_ 657.16 DB 5087 � � .. , . " INV-650.86 PG 713-721 0 `0 �\ BFE=645.0 2 X \ ! LAND ! > , a \ ®o \ X I SSMH 1 y REAR WALKOUT y� - ". LA 1 r a DB 5087 459 o I EFc' TOP 6 STONE BAl1ED PG 713-721 x Q 992 I \ M&MA�OxE 6' 1ANDSCAPING MUT - - - - NO8 3 8"X6'" . o 304 CD EE \ 30 J c aaD T ,D EOP , 12 0 - m m c . GR438 TOP-6 LA4 o EOP Ems' o P' �°; ° . • _ o SAN45 �' I DB 5087 \ ` TOP=62 ' 5 G 713-721 \ to N rn }� Wg" SDR-26 p � DIP W1 WVX2 " LF�a �®� , s 1 G r1'PE CURB g47.51 12+' W -12 FHA < C T ` -o -`o 0.50 ACRE STMH \ o I I TERLINE W - WM - D, V a s OPENSPACE\\\\ ARC55 9.48 1 40 STO 0 T ,pE0. 1 •NO PA - J 83,.. -- 01P C 36 LICR.O. 1 -, - ` 5' ...�D 648 .I,- - o 0 o N FOREST/ R v �+ 119' O PUB CONIC SIDEWALK : o EASEMENT \ \ TOP -1 MUTCD ;. 3 25. TYPE' i :ING• o o -- - °' o 0 o CDN I � WM ... I DB 5087 ! o rn o d � \ ` � ._._._. I � CURB � � � \I' W � _ Y- N $ l' D ... STRM DI N \ IDS 5087 - D L PG 713-721 i .-'- CUT �n � - _ I = \ \ PG 713-721 °• `� EOP W - -D 087 INV=650.10 i CD-1 x N i } SIDEW / 3-721 5' CONIC SIDEWALK . \\ < 8x6 LANDSC FAeF IF PING , -- Reduce- � � � PG 71 _- -. � a I i -CUr i i - _ �, ... I� '%. 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G 713 721 \ , P 43- ! __ i Scale: 1„ _ 20; 1 i C5 OF 18 ya, I 1 3 V II15.055 --- --- -- - - -- - ---- -------- ' i File No. F- . _._ / AMENDED 10 PRIVATE 1 , DRAINAGE ESMT - - 6" OF #3 i DITCH 5B DITCH 5B I - ! 6" OF #3 BOT STONE BERM- ! STONE BERM BOT 2EA=856 SF ! AREA=1000 SF 7I DITCH 6 ! 20' sET6 (r P.) _0, _ 6" PVC / \ �- � DITCH 6 ! � /\ \ OBSERVATION WELL yyCC I \\ T 653.00 / / Q - - -V V � o0 U N VIDEOS FOR STORM SEWER LINE A1-A14 W N z E STORM SEWER PIPE INSPECTION ARE LABELED ONE PIPE A13-Al2 IS LA (1� NUMERAL ABOVE THEIR ACTUAL STRUCTURE NUMBER. ELED A14-A13 IN THE PIPE VIDEO REPORT AND Q EACH SUBSEQUENT STRUCTURE WAS LABELD AS SUCH WITH ONE NUMERAL S, z W GREATER. PLEASE AS THIS HAS NOT NOTE THIS WHEN VIEWING BEEN CORRECTED ON THE EO PIPE INSPECTION VIDE PIPE INSPECTION REPORT.. �, W z d QI 2 N w� az z w / / / // �1 / / / ! ! PGB130-621 N 0 PGB38\ 17721 ; p ! \ \ DB 5087 q / / ! > 24"PVC STAND PIPE ! \ \ PG 713-721 \ ,� w F ! l V)w 24"PVC STAND PIPE i ! W/DOMED GRATE i \ - - / J W/DOMED GRATE i ! 24"PVC STAND PIPE w / / ! ! ! WD -- / 20 0 20 40 60 /DO GRATE EV F 6" PVC 0 1 OBSERVATION WELL / ! \ i i Scale: 1"=20' w ff a 24"PVC STAND PIPE ! DB 5087 I PG 713-721 , , 0)O W/DOMED GRATE ! / - RIP -RAP I f �' p 75-' ! i SPILLWAY STONEBERM x 4"'PVC \ , 1 / - - I OUT=662.14 \ / 700 / 1 4" SAN LAT ! i Q TOP=671.83 i 3 75' / ` Gi EETFLOW 1 O X \ 64z SHOUTLET \� v STIN SHIMP Y Lic. 45183 20,002 SF ! ® 4" SAN LAT I f \ A Id127'�%i� FFE=673.0 ! FFE 61 SF i TOP=674.41 ! A 387 'E=664.0 SAN LAT i-7212 WALKOUT ! II - TOP=674.59 ! ! I' _ STONAL N GROUND 4" 'r 1 o - 7P 71° I a ! O ! �\' \ x DB 5087 i 4- e SSMH PG 713-721 j 73- ! 20,000 SF ! \ I TOP=667.77 ! 4" PVC ! 74'- FFE-676.1 IN=655.37 NEW 20 A ! 5' CONC SIDEWALK LATERAL I 74s BFE=667.1 ! \ OUT=655.17 SANITARY ! 7 (nP•) SSMH "X 5' CONC SIDEWALK NO ! \ 20,139 SF EME ! 1 TOP=672.97 ! r ! \ FIB=674.0 T�ay ! 665.0 REAR WALKOUT p ,-rD • , ', • ✓ ° Txt .. y, ".'•y :`; " ,:\., k„ °P• ! '�'r.) 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WM g5 WIDTH ACCESS O - I 1-.. - REAR WALKOUT _ . x ' i x 65'- ! � 4" SAN LAT ! � \ - TOP=667.13 B55 �' � ' �• 18.0' r EASEMENT HUNG SEWER 20,517 SF KING" FFE-674... 673 -.- 1.. -- BFE-665.2 PGB 38721 � I MUTCDRR8.3 `, o\�,� PGB 38721 _ ` x X REAR WALKOUT i 9 6 i STMH 11 20,641 SF N 61s Z 1 - \ -9FFE=662.5 j - ; 1 FFI 648 X INV=654.27 , } I�9 r IN -GROUND /� 1 i ! OUT=654.17 `* I J ® I 40.0' I 622 /� 40 SEE PIPE INSPECTION VIDEO12-A11 AxI } x ; / �ti� - - - - - - - - - w ACRE668I I 673Ili TIONPs=665671.9.94IOUT=657.744 FOREST/ EASEMENT PG 713-721 ! 21,633SF V�)1.31 ACF=z I 6F BFE659.8OPENSPACE D5087 E ® FOREST/ OPEN SPACE IN -GROUND x �� 4nJnLL W EASEMENT \ ! STMH ! I TOP=667.35 i ® DB 5087 \ INV=652.70 �/ J W ! i PG 713-721 \ DB 5087 OUT=652.60 v ; i �` M W ! I I I 658 _v\ I J ! I ! ! x I }. SOD , Q 1 ! ! I STMH Date TOP=656.50 i SEE PIPE INSPECTION VIDEO All-A10 - Z i INV=650.90 I ' / 10 2 4 2 019 i I I ! ; i i 2 'SETBACK TYP. I ; Scale Sheet No. MATH L1NEI + -MATCH 1NE ! , m NCH 1N ,'� / I c6 of 18 ! ! _ _ _ _ _ •_ _:� ._._._._._._. _. M ._,_.�._,_._ SEE PIPE INSPECTION VIDEO A10-A19 .... _ _ :r lb 1 0 1 _ y' / File No. ................................................ L __._._._._._--------- _._._._._._._._._._._._._._._._._._. r1._.- Z ! 15.055 161 i SSMN TOP=637.21 4" PVC - LATERAL % 1 ® (TVP.) z FpF3z2 R xF 63¢R6 He..z.�s - \X\. 650 / � C 645 / nm � d 4.00% 640 MIN. 3.5' COVER 635 L 630 r M 16+00 15+50 15+00 i . . ♦ • • .-.-.-.-. 133.00VC • .- • s a e . •v v • • • • 9.00K-Val Vvvvvvvv fig 14+50 14+00 13+50 v v v v V v TERLINEY v - p v p v v 'p v p_v v VERTICAL CURVE N2 PVI STA. 11+67Z PVI ELEV. 640.53 140.00VC CD-2 --\-131.05SD SAG STA.11+77.2 -- SAG ELEV.641.73 p- p 0 p-p p - -- 4 Q� p p per_ 17 --_p ASBUILT WATEPoJNE MIN. 12" v p v v p v p v EXISTING _ SEPARATION v '7 v v COMPACTED FILL o 95Z COMPACTED FILL • i cD c0 c0 c0 [L3.. t�0 tip t�p tMp f�0 � 13+00 12+50 12+00 11+50 4. 52 DIP WATERLINE _ MIN.3.5'Cm rA - - - o > - - Cuj � RNCAL CURVE 4Y 00 - N- °D- PVI STA. 10+75.43 o ` i x - PVI ELEV. 644.20 v x 24.00VC o N m 12.52K- Val �n ROAD A - 36' ROW 25 MPH DESIGN SPEED 1 °=20HORIZONTAL - 1 "=5' VERTICAL 11+00 10+50 70x 00 LI OF WP- L PAVEME UTSIDE STRIPING 10+00 16+00 15+50 15+00 i . . ♦ • • .-.-.-.-. 133.00VC • .- • s a e . •v v • • • • 9.00K-Val Vvvvvvvv fig 14+50 14+00 13+50 v v v v V v TERLINEY v - p v p v v 'p v p_v v VERTICAL CURVE N2 PVI STA. 11+67Z PVI ELEV. 640.53 140.00VC CD-2 --\-131.05SD SAG STA.11+77.2 -- SAG ELEV.641.73 p- p 0 p-p p - -- 4 Q� p p per_ 17 --_p ASBUILT WATEPoJNE MIN. 12" v p v v p v p v EXISTING _ SEPARATION v '7 v v COMPACTED FILL o 95Z COMPACTED FILL • i cD c0 c0 c0 [L3.. t�0 tip t�p tMp f�0 � 13+00 12+50 12+00 11+50 4. 52 DIP WATERLINE _ MIN.3.5'Cm rA - - - o > - - Cuj � RNCAL CURVE 4Y 00 - N- °D- PVI STA. 10+75.43 o ` i x - PVI ELEV. 644.20 v x 24.00VC o N m 12.52K- Val �n ROAD A - 36' ROW 25 MPH DESIGN SPEED 1 °=20HORIZONTAL - 1 "=5' VERTICAL 11+00 10+50 70x 00 LI OF WP- L PAVEME UTSIDE STRIPING 10+00 V � oQ N U w V N N w W Z_ w I f --_ " W 52i _ I I I `¢ao _ _ i 38- x Cog f / w z _. 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ELEV. 632588 z MIN. + ¢ + ao ao 260.00VC 640 - ID w - - 26.00K SVaI 640 VERTICAL CURVE 96 ¢ ¢ ao VERTICAL CURVES \ �+ PM STA. 20+31.38 y p M w - w PVI STA. 18+83.89 _ M w - PVI ELEV. 647.72 -- C-i �" , 96.00VC PVI ELEV. 8.O 644- SAG STA.16+59.72 / + � cc - 131.07SD - is 48.00VC -- - � SAG ELEV.636.00 � x - 12.00K-Val -:� ROAD A 190.14SD ^ w MINC�3E5R - 635 N o MIN. 12" N m m ri n 12.00K-Val W - - -- -* ri SE RATIO + 0O cv = .635 + M '- - „� 36 RAW IP grERLIN 00 N W > _ m a 25 MPH DESIGN SPEED ATERLT ¢ _ 1 "=20' HORIZONTAL WATERLINELID - 0 1 "=5' VERTICAL 7 wN CI Z 630 z + : MIN. 12" 630 o 751 Cr p w N (0- ^ n N m ^ ^ rn o rn SEPARATION c�0 c�0 c�D U N w c�0 c�0 tCD O OD O aD YS 00 O N O, IM 1Iq N Iq n O M O, LJJ M O O 0 ,D N �C O, MM� �['1 ,D c0 Lfl LCl O QO I00 a 21+50 PVI STA. 10+14.56 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 LL W gJ Q J C W D m m J U) Q Q Date 10 24 2019 Scale 1 "=20' Sheet No. C8 OF 18 File No. 15.055 24"PVC STAND PIPE / i - - ! P G713B-87 0 W/DOMED GRA TE i /- - - - ! 21 I 0 . - / v 9.45 ACRE / �j 1 / / I --- I N (7 FOREST/ - i - - _ / \ i a I i z RB 'OPEN .SPACE 75 ' i C'>;l N �:'. - - n-- - -- r... EASEMENT ! / _ F._ I i - // - - X I I V W CUT DB 5087 i i' i = _ = / / X702 W - !LO 3 - PG 713-721 i / / I c,o az 4.- i - c� I Q 673A 4 SAN LAT I 673.3 I oQ w 51- TOP=671.83 i i 75X h V Z 1 i / i o { 1 I 20,003 SF / X ® i O II , Z r FFE=661.6 j FFE=673.0 X 1 3 i 4" SAN LAT �I F \` 52- X _ \J = 20,001 SF I TOP=674.41 ! V) _ !- I PGg,308721e WALKOUT ! FFE=675.8 4" SAN LAT i ! FHA I / SLAB 2Q002 SF ! IN -GROUND TOP AN LAT - ! i 4" SAN LAT rn 71s 71P 3 / TOP=661.10 n X 3 ! v c w n i DB 5087 40.0' o SSMH PG 713-721 ! 73- I 20,=6 .1 N TOP=667.77 ! a" PVC - ! 741 672.3 �=s7s.1 N 5' CONC SIDEWALK LATERAL I c BFE=667.1 j DB 5087 / - 670 IN=655.37 _ „:. 1 NEW 20' ACSA ! y, _ j X 74- ND Q 1" COPPER WAy�R 3 OUT=655.17 - SANITARY ! 7S-') - 5' COC SIDEWALK ! > SE CE LATE TO I '�' I _ - EASEMENT SSMH ' r ! � � \ 20O SF ; TOP-672.97 FFE=654.0 e K TOP=657.16 SI LE_METER TYP. - T=664.87 I j J I r 21 STRM DI l ) OU d` FFE=645.0 51 1 IE?N -/ DB 5087 60� s .. _ ...J .. • ., .: .,..r " . - 9 52. ! 2- \ LAND A 6� INV=650.86 PG 713-721 p. 8• r I = � X EASE ENT '; .. ..°.. ... ..:. .. . � � � � � ">� � •'`-.> > -- ..> ... , ; ! �'� KIN�3- i �i w I y REAR WALKOUT 6 I Flu- 4! LAT ! ' I pFc. eox W TOP t> 5 300 8" SDR 26 164 L.F. ®5.65 89' 2 \ IIBOX PAD SOAPING r e. T I N OX lA __ 1 3 M&MAI-B E 6 5 1p 506 l_ 3040)' d,.• •.T� •�.... �V 0 � I I _ [OF " v; 3 I 9 WM Zr, 359 L.F. WVW �- W - W - W - W W - W - W - " - W 3 \ S11AH 1 214' Nm �W W �W W -W -W W �W �W L H I CURB TOP=641.5� / W_ 1 W W W I �tiPup CuT �� W r _ - - - - -- - W W � - - FHA - )r ec W n ❑ p.. �W ,Reduc>er . � ' r > - WM - -- �C� 83-- T_ W W I 119 W i 5 CONC SIDEWALK _ � ! r : CURB & • W STIN . SHI '_ . - - _ 45183 -W / � W I TOP657D110 / / DB 5087 1 - - - - - - R WA ER 73° (T�) ! ® CURB W -� _ ' _ sr ! / PG 713-721 i i " SERVICE TO 73 �dIZ�'7i� INV=650.10 DB 5087 5' CONC SIDEWALK - I 0' ! 6' LANDSCAPING �•> I1 Fs870NAL ENG o LANDSC PING PG 713-721 /. I x ! 741 CURB 4" SAN LAT 31 725 - - TOP A672.63 ',) �� ! STRIP �.. W etli IdBH• C I i I - EMENT"V MUTCD W13-1P ' I W �r •_,.• CE LAT. ( ) TOP AN LAT I i TOP 667.390 ! I 4" SAN LAT PROVIDES 25 MPH SPEED I . _ I I 4" SAN LAT LIMIT SIGN 2�•�I'I ' F LIMIT SIGN SINGLE METER IYP. _ - 40.0' ! - TOP-672.63 RISER AS NEEDED ! 1 � �- F G 675 670 665 660 655 650 645 640 635 = ! 663 i 20,001 SIF O I . TO MAINTAIN 5' MAX. DEPTH 50 ! ! , , STMH I D' TOP=667.75 7 X REAR WALKOUT !-- FFE=666.6 e a SLAB HURAL ON ALL ° ^, 40.0' o � 20,000 SF ! X ! W R27.7' SIGN i 3 O o ATERAL 596 1 - FFE=675.6 / UNITS ! 1, 4 C / TOP-647.53 I PG 713 8721 x yK 1 REAR WALKOUT / - ! I 58 ! CURB 20� TOP=650.56 ! ��_ g -u= 2- TYP. ! 20,001 SF 1 ! ! 20,001 SF - -- -- - i - -- 4" SAN LAT ! O ! _ FFE-668.5 ! ! O c. s = - I FFE=676.8 - o o a ! ! BFE-659.5 1. !. I E eox STMH ! 20,001 SF ! SIDE WALKOUT ! !-_ REAR WALKOUT ! zX TOP=646.83 ! FFE=660.1 ! _ I 651 x i - 72- Q a o ! `� w I ! AB ; 1 ! X 65T ! ! o c c N c v i ! u o 0 3 1 I ! 73 tri m ° 20,001 SF HUNG SEWER DB 5087 FFE=654.0 PG 713-721 BFE=645.0 67" 367 IN -GROUND X 59 o ` s EOP 1 / a � - - - --CD CD CD II I I 505X ! SS�x _ X59- _ I _ _ - - I ♦ �- ��� �_ /:: ��I I I ! .. tic �000 N 20 0 20 40 60 q m CD r7 N N Scale: 1 "=20, OYY 675 I'V 670 Q 665 rz� MV L1. 660 L� 17 655 L D o 0 650 L U Z W ^g J 645 J MDM W W 640 m I Q 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 x SIDEW, IAN C X ' WM 3 �W �W ne 1, e A. I UTCO W13-1P 5 MPH S I (LIMIT `-.L- ! i 675 670 665 660 655 650 645 640 635 \ VARIABLE WIDTH ACSA WATER EASEMENT C65 -NEW VARIAE WIDTH ACCE EMENT I1� 4 i,oJJJr FFE=668.8 I orr_ccn o 20 0 20 40 60 Scale: C-20' o STIN . SHIMP Y Lic. .45183 P 1 7'1 So — SIONAL 'i G I I PROPERTY LINE I I � I I STREAM I I \ I I I � 3Q RWSA SAN ESMT I DIB. 815 P. 55 I EX. RWSgI CZI-MH-95 1 I SAN. MANHOLE , I TO =570.2 E 16" RWSA I V. UT=561.7DIR SAN. MAIN �L � \ I I \ I \ I I I \ I\ z I o•, 2 O y_ 2035�p_ g utg7p,20 - - _ 247,7 LF-___ _ - 8" SqN. SEWER I 8• -26 247 SEE RWSA \SEWE �r tssz 15" RWSA CONNECTION NOTES, �---� - SAN. MAIN THIS SHEET \, •1 1 •1 it 120 i NEW 20' ACSA i' SANITARY EASEMENT i T � WATERTIGHT FRAME & COVER I ❑❑❑a ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 � SANITARY SEWER CONNECTION PLAN C11 Scale: 1"=40' Ke STREAM - - or z z Ln <- B B ro \ nef 0 L\.. �8 SDR2.0 ~ ` NEW 20' ACSr SANITARY EASEMEN w'--T... El� %EE] El ❑ ❑ ❑ ❑ ❑ ❑ W ❑ ❑ ❑ ❑ � o0 () V N w N 675 675 V N w W Z_ M C7 + z 670 670 w w a 665 665 w o =� F� a z 660 660 r__ , F 655 655 �JC N 0 650 m 0 650 m N $ a ^. PlOnp> ^ w 645 - ^ d 645 N IXiSTING ^° & i _ J 640 '�' ..N d_ az000 _ - I'� - - 640 = N i� zt z E0 I —GRADE— 9 � MAX-13.3' J yx - -� MIN.-12' 635 p 635 _ PROPOSED — .g� �' F �' a - 1 / - �EPAAATI - w - — GRADE- Y - - �- —Q 05.. `.. _ - - - _. -c : _ N Q w 630 - COVER _ _ SEPARATION - ^ y' ^ o r°�_^ g� 300LF - 8"SDR-26 0 0.96X M 5 g �• 56, 3� $ m ^ � — 630 - 625 ,. 00 - 131 LF - 8 SDR-26 0 1.0% o n — 1 3 625 0 0 0 176.3- IF 01.38% : m o^I _ o �p ttfPPPCCC�zCOMPACTED —_ _ - COMPACTED, — FILL AS NEEDED _ > z ?— - L AS NEEDED XL H szo 620 615 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 141+50 15+00 15+50 16+00 615 U STIN SH1MP Y Lic. .45183 — O��SS70NAL 1 SANITARY SEWER PROFILE: SAN 9-9C ENG` C12 SCALE: 1"=20' Horizontal, 1"=10' Vertical 0 0 CO)a� "' 0 o E a a U U O m¢ O O V d p o 675 675 o o C4 9 ^ a o � U 670 . a r 670 0 0 ¢ U V -EXISTING` _ GRADE- + �1(I5T1NG $ p 665 �-_tee 665 ��¢ PROPOSED A(IN. 3.GRADE 0` MI 3.0' SEPARATIONa z CD CD CD 0 660 C 660 N r —PROPOSED - _ - — 1, N N N p 655 !e ' ± < GRADE .' _ e _ _ _ _ _ _ n — 5 o r o �3G� " "�-z O 13,'r7% - 8" SDR 2fi 130 LF. 0 0.76% o w _ - 655 o rn o N N 7 M d 0 9D $ H MAX 11.3' 8" SDR-26 88 LF. 0 1.11x I N J N I - 650 9C IXIS11N COVER 0 6.85 z zz _m - z rn > z- - • + g + Ham_ U' e• 203 L.F. s o > 645 d $ - S a - 645 PROPOSED 640 m —SEP�IRATION RAD ^ _ . $ JLLZ I 4 635 m O mu 132LF - a SDK-26 0 - I 635 630 . . o - 8" SDR-26 0 2.87% n a o 630 625 625 > _i z z I _ � I I � 620 620 615 16+50 1 +00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 615 Z D 2 SANITARY SEWER PROFILE: SAN 9C9H O C12 SCALE: 1"=20' Horizontal, 1"=10' Vertical o U LL j z a CQ J C W D m m J < Q Q Date 10 24 2019 Scale 1 "=20' Sheet No. C12 OF 18 File No. 15.055 V � o0 N () w V N N ti7 W Z_ M C7 d Z v w w a 600 600 Q Z 0 u=i a z 595 595 590 590 N O 585 585 � 0., N Q 580 580 w N W (� J J 575 575 = Li L`X4 w w �o 570 570 W NQ �, 565 585 560 560 1 SANITARY SEWER PROFILE: SAN X-2 C13 SCALE: 1"=20' Horizontal, I"=10' Vertical v STIN SHIMP Y Lic. .45183 — o �FSS7pNAL ENG 600 600 595 595 590 590 0 - CO)a '1 585 585 o o E a a U U O O O V d O 580 580 �[�I O C C U O - - 1 U O O 0] O] C 575 575 ^ 0 w o s —31 c c UV u�i 570 570 N N w o 'vl o Q aa¢ Q Q 565 565 o N O O O O N 0 m 560 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 560 rw N N 2 SANITARY SEWER PROFILE: SAN 2-4 N N C13 SCALE: 1"=20' Horizontal, 1"=10' Vertical 620 620 615 615 Ir 6107-A610 > 605 605 600 600 Z 595 595 O 590 590 O U LL 585 585 W Z J 580 580 ^ LL 575 575 570 570 J W 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 56Q 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 w - I -x _3- I �U a d I ^ 3 w LL MIN. 3.0' COVER 12+00 [12+ z INDICATES AS -BUILT � N u�i . 5' $ � � RWSA SEWER CONNECTION SHEET ClT - � - �aenc _ SDR-26 247 LF. 0 1.651E -sDR-28 22oLF. 0 0.727E10+00 11+50 50 � 13+00 � TQ+50 11+00 13+50 14+00 14+50 ro IS71N n � IN I 1 8" SDR-26"231 LF. 0 O.68R — — - - — — -- - — - - - - -- - --- — -- g I - m A7ER -•- � - z z � INOICAI'ES AS-EttNLT I = - E3E15Fl GRAD G i - 1 I - 274 LF - 8' SDR-26 O 0.81R N � C + EXISTING GRADE m h- � 94 g MIN. � 5 'CO%ER - L4X 8' SDR-28 � o 38 LE 0 205R m n 1 m � - � z a z - 3. - o V � o0 N 0 w V N N til W Z_ r7 C7 d Z v W w a z � Q � uzi w� w z N 0 - 1 10 IN 655 m 655 N �1 _ � w a ro V)w 650 $ o � 650 � V = �Tom. P 645 w iIT.,n GRADEg645 F ►w �EXINGQ 0 640 � — GRADE W � V — o >� � - MAX 12.5' � � � 640 '� N = B MAX 12.2' N ✓ - COVER W > w cs 0 635 N COVER g '+moo_ m Z 635 z 630 PROPOSED— N MAX 12.7' J - 630 Renc m a— - n COVER- _ 246IL - 8' SDR-26 0 1.75x m a N l 3 g o N ri ��tiPL H OR 625 v . 625 MIN.- - . -- - --- --- m �" �- - — COVER - _ Y a ze6x N 620 26 s2o STIN SHIMP a Lic. .45/1�83 615 c z _ 615 �O SS70NAL EN 610 ®11 17X 610 21 / - -/ ^ SDR,26 - LF ,8 l2 1 605 AIW 3 0 605 C-0VER� 600 tj r 600 o `o C - 595 ri 595 r„ o E z n a a i�� o o 0 } `l Im 590 I 590 0 0 c-) 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 U O O I- 1 SANITARY SEWER PROFILE: SAN 7-10 C14 SCALE: 1"=20' Horizontal, 1"=10' Vertical <¢ as I� o00 CD0 N N N N O � O O O CDN 0 D 7 O N r N r7M�f O !r 680 12 6m 675 670 L r—� V 660 Ir 655 650 645 640 O 635kn O U 630 625 Z J LL L C J W - m 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 11 IN 0 PROPOSED EXISTINGG� MIN. 3A' m t o a 675 EXISTINO IN Ditch Sections Ditch Lining Channel 10-Yr Flow Channel Channel Side Depth Depth Width Slope 1 EC-2 Matting 10 0.33 6 3:1 2 EC-2 Matting 1.5 0.36 8 3:1 3A RIP -RAP 1.0 0.35 8 4:1 3B EC-2 Matting 1.5 0.92 8 5:1 4A EC-2 Matting 110 0.28 6 3:1 4B EC-2 Matting 1.0 0.30 6 3:1 5A EC-2 Matting 1.0 0.23 6 3:1 5B EC 2 Maattting 1.0 0.38 6 3:1 6 EC 2 Maattting 110 0.36 6 3:1 7 EC-2 Matting 10 0.42 6 3:1 8 (25-YR) EC-2 Matting 1.0 0.50 6 3:1 9 EC-3 Matting 10 0.53 9 4:1 T Width Entrench Matting 6" TYPICAL DITCH SECTION DETAIL Not To Scale 655 650 645 640 STORM SEWER PROFILE: STM Al-A8 SCALE: 1"=20' Horizontal, I"=10' Vertical 675 670 N N n � $ ^ 665 # PROPOSED - GRADE 660 — z $ F 4 + a r N 655 . HGL 15' HDE 116 LF. 01.42% F e 6 E� ®11 % —HOP Z J.010.30% i 640 10+00 10+50 11+00 11+50 12+00 CVB�A7B HDPE 96 LF. 0 1.47% 12+50 2 STORM SEWER PROFILE: STM A8-A13 C1 5 SCALE: 1"=20' Horizontal, 1"=10' Vertical 660 m a o a^ i z 655 o c + d N o5 n 650 645 640 H HGL— — --Z"2 15* HDPE 153 L.F. 0 0.76% 635 p z 15" HDPE 51 LF. 0 1.44% o z 635 630 10+00 10+50 11+00 11+50 STORM SEWER PROFILE: STM A7-A7B C15 SCALE: 1"=20' Horizontal, 1"=10' Vertical BMP A A1A 635 630 625 620 615 610 605 1 _ ► 4' �1IIIIIIIIIII..m 10+00 635 630 625 620 615 g610 10+5005 STORM SEWER PROFILE: STM A-AIA SCALE: 1"=20' Horizontal, 1"=10' Vertical 650 645 640 635 630 625 620 615 610 660 655 650 645 640 635 630 660 655 650 645 640 635 630 625 620 615 675 j o 670 < 665 — MIN. 12 660 — SEPARATION - - r-ar-n-esz 655 56 .5 F 15 unn m HGL Ri - 15 HOPE 64 LF. 0 1.40% 15' HDPE 55 LE 0 0.781i m . z o 650 645 -I-- No 'q EXISTING GRADE 1•/ 1 Am .�1 0 . C C 10+00 10+50 11+00 11+50 12+00 (4�STORM SEWER PROFILE: STM B1-B6 SCALE: 1"=20' Horizontal, 1"=10' Vertical 660 655 650 645 640 g6335 10+ 0 s 10+50 m STORM SEWER PROFILE: ENTRANCE CULVERT � — o a o EXISTING _ S GRADE a GRAL)L . - o� - — +s - N i �IN. SEPARATION o- - z . o 95.69 LF - 15' HPDE 0 1.01% .�. - C15 / SCALE: 1"=20' Horizontal, 1"=10' Vertical BMP B B1A 640 640 635 63 625 620 615 61p0 635 630 625 620 615 &10 STORM SEWER PROFILE: STM B-B1A C15 SCALE: 1"=20' Horizontal, 1"=10' Vertical 12+50 650 645 640 635 630 625 620 6615 0 13+OD1 V � o0 N () w V N N ti1 W 660 C1 C2 C3 C4 660 7 d Z w 655 655 0 p oN a 650 GRAI 650 516- Din F 645 645 N 640 640 N (� N 635 635 W > �I F- U1 lil (� J 630WOF 630 W F F 625 Eg 625 w o 1�11 w < N Q 620 620 0) 615 615 610 610 605 605 STTrr .-s UP a 45183 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 L1c 1DI2�I2� q� STORM SEWER PROFILE: STM C-05 C16 SCALE: 1"=20' Horizontal, 1°=10' Vertical w MP C C1A n C3 33A C3B 04 OS O6 = .r 07 670 670 625 625 625 625 W 665 665 620 620 620 620 o.o a a 0 0� 660 660 615 615 O o = L: U 615 615 U O O > 0] O] 655 655 610 610 610 610 V s sso 605 605 605 605 rw�I 645 645 600 600 �1 a 600 600 o 0 0 N o CD 59 595 N ~'N�� N sao � 595 595 o N N s311 635 10+00 10+50 590 590 N N O 630 10+00 10+50 11+00 11+50 12+00 3 STORM SEWER PROFILE: STM C-C1A 00 C16 SCALE: 1"=20` Horizontal, 1"=10' Vertical 2 STORM SEWER PROFILE: STM C3-C3B 4 STORM SEWER PROFILE:. STM 04-0'7 C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical C16 SCALE: 1"-20' Horizontal, 1"=10' Vertical Z 02A / m M U M e cD Ir 02 rn + 635 n, 635 > 630 01 02 03 630 630 630 05 05A BMP D D1 Z M CY!635 635 625 o 00 625 625 625CD " - A' a co O oC CD_ EXISTING- / -- co _ CD p + 620 0 °� d GRADE .. 620 620 620 615 o a ' 0 615 o g i - + 630 630 O 615 615 N 610 O U 610 s o i n N 625 625 LL N PROPOSED LO 610 �- / 610 610 605 605 W M C) _ o c ^ 121.29 1F - 24' HPDE 0 4.125 o 20 '7 48.8 LF - 24' HPDE 62D 6 Z ^.0 0 all% 605 - - 600 600 615 > 605 ='__ = 10+50 5 615 a 37.70 LF - 24' HPgE 0 10.28X _ N N N INDICATES AS -BUILT - 595 CD o ^ ' 'nZ, 595M OWN 600 - gg00 g o 610 610 J W 10+00 10+50 11+00 11+50 12+00 55 M 590 v N 10+50 11+0090 605 g05 W 5 STORM SEWER PROFILE: STM 01-03 - N - 10+00 ,0+50 00 C16 SCALE: 1"-20' Horizontal, 1°=10' Vertical I J STORM SEWER PROFILE: STM 05-05A 8 STORM SEWER PROFILE: STM D—D1 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 Date C16 SCALE: 1"=20' Horizontal, 1"=10' Vertical 10 24 2019 Scale 1 "=20' Sheet No. C16 OF 18 File No. 15.055 •M � ..• N m _ .G � N � m - m .SRO .-• W VIWI I � Of I zo # � ROFDSED GRADE - z � - 1 HP 130.94E 5' DE 0 1.39% MIN. 12p- SEPARATIOH- p�- -I F 2210LF - 18' HPDE ! o 00 _xrrn'=`arc+ � '� Z - o o a• y n • n g n o co - _ z I - - 29.82LF - 15' HPgE O O.60X INDCATES AS-BULT 'm = — — — _ ! � 121LF - 18' HPq: 0 25% - � d z I m ' N O m= C15 01565% III 'o M N N m o €XIS'fiNG J � o o RARE I F a c N i o� M II _ - 31LF - 15' HPDE Y �i 01.81x � - i a i 1771E � 15' 19'DE 0 4.227i - 8 i i 1 11 C�iG �il�iG 635 NOTES 630 625 620 615 610 BMP A - INFILTRATION PROFILE KALE: 1"=10' Horizontal. 1"=5' Vertical NOTE: BMP A BARREL 1 SHOWN IN PROFILE INLET STRUCTURE B9H:EB 9N INSIBE C WEIR PLATE W-A3 WEIR PI#E W-A2 PiR FABRIC BBL�EB ON BRIC INLET STRUCTURE A1A 6" PVC OBSERVATION WELL WITH BRASS CAP SEE PLAN VIEW FOR DETAILS SEDIMENT BARRIER FILTER FABRIC (TOP ONLY) INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM 1' SOIL COVER. FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY GRADE 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 IR ELE=620. WSE=615.9 6" #57 STONE ,III1 _1-YR INSTALL TRH10-YR WSE=619. TS il- RAGK ONA'' 6.5EINFORCED100-YR WSE=62 Hg YR 9{q. ` STEEL PLATE STTEEL P6;TE 2' MIN. ELE=616.79 MID.) 96" PERFORATED CMP ;� OVERLAP EIME osi8.89 ELE-&�,� (TYP.) (TYP.) ' ELE=613.75 W-A3 ELE=615.: US 160 NW f i� WS64`.PT 3 WEIR PLATE (SEE 11" 0 ORIFICE FILTER FABRIC MIN DETAIL) =�8 INV ELE=613.75 _ _ _ - ELI=e' AI ELE=613.75 (SIDES) z5 0 9RIRGE i INV ELE=613.50 2.75" i' #57 STONE 1' _ #57 STONE , TRASH RACK ' 8" SAND LAYER _ ,.`: ,:'• i l -III III-11IIIIII1I- _ -NL)W4LTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM (22) 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 36„ GMP-Access Riser - ST-02A 38er 3A" ''"� M12 A-eeee Riser Brass cap inscribed p Brass cup Inscribed p With Pre -Cast Manhole Lid �8�. (3" above Wit",h�rPrerCa�s�Manhole Lld Rim With Pre -Cast Manhole Lid with well depth with well depth_ grade) . ush w. grade) 630 �.8 (3" above ST-B1A „ 48" Bra- Shacta, - R24�&�Brass inscribed Proposed Grade ® Lowest Coverwith-depth Brass cap inscribed 24" CMPRiser grade) welydepth TOP=626.57 Rim � (Flush w. grade). 48" DI-7 Sta. 11+55 TOP=626.34 6" PVC Observation Well 625 r -- ' - 1 RUN 96" PERFORATED CMP " - elf Sta.e10+04 CMP Welded Cap (typ.)•F73- iPERFORATED Ex. Grade See detail _ Perforations through -- GM, e 620 depth of gravel (tyP) o I 22.5' BEND - IPE w ING E RILL PIPE-*. SINGLE - Perforations through 9 - WEIR PLATE 61 4$ 56 IB- o- oo - - _ 7D "'-, " nn e• oEl In cTe n , depth of gravel�typ) SECTION AFTER IN ELE 16. y, > ^ z b INV ELE=616.53 " SOLID GMP WEIR PLATE INV ELE=616.53 ATI s 1 4 9+na' I [i63 61�2+25 FILTER FABRIC LINING 12+00 11+75 I WEIR PLATE e -Weir- Plate- - Sta. 11+31 See detail this page. 11+50 11+25 11+00 BMP B - INFILTRATION PROFILE SCALE: 1 =lU Horizontal, 1 =5 Vertical 24" CMP Riser 615 �% ST-05A 300 ^`'��'ei Riser TOP=610.50 Willh, Rim E699:99 (Flush w. grade) 6" PVC Brass cap inscribed Grade 610 Observation Well �_ with well depth Highest Cover EXCAVATION ELEV.=614.3 4" PERFORATED PVC UNDERDRAIN 10+75 10+50 Brass cap inscribed 615 with well depth 24" CMP Riser TOP=614.24 rnss Rise r Grade ® with __. „ , west o:_ 00 (Flush w. grade) 610 2 RUNS 96" PERFORATED CMP ,T,� 0 605 _ Perforations through Perforations throug _. 605 _ See detail this depth of grovel depth of gravel SOLID CMP I page ALUM' fl-ZB 96" CMP TEE CENTERLINE f'ERFA . a WEIR PLATE C1 Cal in CEnminki" 61 1P AFTER WEIR PLATE IN wei. Pluto w e2, Bane' 2 600 � Sta. 11+40. See detail this INV ELE=597.65 . RREL (NOT -SHOWN) INV ELE=597.65 page-&- plant -view for 600 - location. CMP Welded Cap ty� . 4 '.. ' 1 ' n \ ..:..w n� • ,.I WEIR PLATE C2 • , . �CAVATION 595 STA. 10+43.3 - 595 10+00 10+25 10+50 10+75 11+00 11+25 5 BMP C - INFILTRATION PROFILE NOTE: BMP C BARREL 1 O17 SCALE: 1"=10' xorizontal, 1"=5' vertical SHOWN IN PROFILE NOTES: 6" PVC OBSERVATION WELL INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A WITH BRASS CAP PROP. GRADE MINIMUM V SOIL COVER, FOR CLARITY, INFILTRATION FEATURES ARE SHOWN IN THE SAME PLANE, BUT THEY N / SHOULD BE LOCATED ACCORDING TO THE PLAN VIEW. SEDIMENT BARRIER " FILTER FABRIC m (TOP ONLY) 6" FILTER GRAVEL ELE=606.50 -------------- �„ 1„�r --------- C_#57 STONE ---`:'6" #57 STONE I" 1-YR WSE=600.99' 10-YR WSE=603.93'� 100-YR WSE=604.97' 96" PERFORATED CMP ' OVERLAP C 3' MIN. (TYR.) 3' MIN.` -�i (TYP.) 1 VO1 Vp 1,ICC� 3 I WEIR PLATE (SEE I MIN DETAIL) I US 160 NW FILTER FABRIC GRAVEL _ _ ' INV ELE=598.0( (SIDES) I I I 1` #57 STONE 1' #57 STONE 8 ' AND LAYER ` ..::..,..;, '. 1 ` •'. NOTE: FILTER FABRIC SHOULD NOT BE PLACED ON TRENCH BOTTOM WEIR PLATE W-C2 6" PVC OBSERVATION SEDIMENT BARRIER 635 FILTER FABRIC WELL WITH BRASS (TOP ONLY) CAP SEE PLAN VIEW -PROP. GRADE FOR DETAILS 6" FILTER GRAVEL [060 625 SOLID CMP 620 M ail s��rsr cnvwie I lit 1-YR WSE=619.46'TSTONE ,I I I 10-YR WSE=622.66'100-YR WSE=624.06'_ _2' MIN. 3' MN3'MIN. ' OVERLAP (TYP.) /'US 160 NW J 'FILTER FABRIC (SIDES)_ _ _ I INV ELE=616.50 4" PER ATED PVC UNDERDRAIN_ I a orornon�,ern onrvi io 8 SAND ron „y°ark 9 1=1I III-1II-1II-1I1=1' BEEBW PIS. NOTE: FILTER FABRIC SHl1WIFNI BE "-I I r1 , I P PLACED ON TRENCH BOTTOM WEIR PLATE W-B1 IN W WEIR PLATE W-132 STEEL PLATE �') ELE=618.53 B ELE=616.53 BMP B - INFILTRATION DETAILS C1 ] SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"=25' PRETREATMENT CELL FILTER FABRIC DETAIL BMP PRETREATMENT CELL DETAIL SCALE: 1"=5' o STIN S y Lic. .451118 p 16I2� �2a ��vQ" O'�'S`SAONAL BAG` �s��g19Itr� II IIIll•Itno&yiyoL•WACIt ®SCALE: SECTION: 1"=5% SCHEMATIC DRAWING: 665 655 650 625 615 �. 610 .AF}F 15" HOPE 605 10+00 - ST-07 30" eMP Access -Riser Rin,,,r-E;ev. -619.5 (Flush w. grade) 30" CMP Riser 6" PVC TOP=620.57 servation Well 4 --L4 INV ELEV=613.27 Sta. 10+04 See detail this page WEIR PLATE STA 10+03.9 Brass PERFORATED HOPE 10+25 L w a 0 x 7n Perforations through depth of gravel BMP D INFILTRATION PROFILE SCALE: 1"=10' Horizontal, 1"=5' Vertical I inscribed depth Lo Lo • Ni �z a� N Z FILTER FABRIC Sta. 10+39. See detail this page 2' WEIR PLATE STA 10+30.9 24" HDPE Drain Pipe Domed Trash Rack Rim=657.15 6" PVC Observacion Well. Inv-663.35 Brass cap � Rs -ggq 11YR WSE=653.55� " PYS anon coin Pipe E= 7 10YR WSE=656.72 � Grste.With yleplede steel gFete 100YR WSE=658.15 ip inscribed with -- •• - - ._.. at *nyeFt. well depth Pipe shall have A" min 24" HDPE Drain Pipe perforations. ,.,r„-677.75 3' Wide Berm Domed Trash Rack Inv -65 .0. Elev=657.95 _ Rim=657.02 98,fe6@ rEE Surface ---- Inv=655.87 -�_ _ V=656.87 �rcd—va .s r----- - - - - - - - - - - -- �- __ - Spillway Q I _ _ 'C Elev=657.39 ; - - - - - i - - - - - _ Filter Fabric 530 SF Area of Perforations #4 Stone Q 3.0' through depth depth. Provide 4" Perforated PVC Underdroin through ravel min 59 yards o Inv.=654.00, Slope=O% stone-vofum e. 4"Solid PVC Outlet Pipe Inv. Out=653.00 , Slope=2% 10+00 10+25 10+50 3 BMP E PROFILE C18 SCALE: I"=10' Horizontal, 1"=5' Vertical 625 L.J011 615 YR WSE=614.71' -YR WSE=615.45' N0-YR WSE=615.71 h i'--�fR-iV5�-6�43✓ __y 610 i I . INFILTRATION PIPES SHALL HAVE A 0% SLOPE AND A MINIMUM 1' SOIL COVER. r 6" PVC OBSERVATION WELL WITH BRASS CAP ROP. GRADE 6" FILTER GRAVEL 46" 2' MIN. PERFORATED HOPE 1' #57 STONE NOTE: FILTER FABRIC SHOULD NOT BE 605 PLACED ON TRENCH BOTTOM 675 665 Grade — 670 660 _=e46"Topsoil over filter fabric 665 rem; 655 Wrap Sides in US 160 NW Filter 660 fabric. No fabric at bottom. 650 10+75 655 F MIN OVERLAPE(SIDES). INV ELE=613.27 REINFORCED STEEL REINFORCED STEEL WEIR PLATE W-D1 WEIR PLATE W-D2 SH RACKS ��tip.L H OF 0 ORIFICE TOP=616.73 b 9RIFEE & .- TOP=615.27 O / ELE=614.56 %L_ U STTN Sig WELRd INV ELE=613,271 Lic. 45I8J � 1�aIZ�'Zb o 2 ) BMP D - INFILTRATION DETAILS C18 SCALE: SECTION: 1"=5', SCHEMATIC DRAWING: 1"=25' 10+00 10+25 10+50 4 BMP F PROFILE C18 SCALE: 1"=10' Horizontal, 1"=5' Vertical 10+75 675 670 [81-111 11+8175