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HomeMy WebLinkAboutSUB201500069 Plan - Approved Road Plan and Comps. 2015-05-19LEGEND EXIST NEW DESCRIPTION 15 TC e 12` TG TOP OF CURB ELEVATION to' * 12 SPOT ELEVATION 18'iw x 12TW TOP OF WALL ELEVATION Nil . ico BW BOTTOM OF WALL ELEVATION t0 `J /0� 0 BENCHMARK ---- -» -—�� L - STORM SEVER - -w -- -- ao — ROOF DRAIN ,g, m SEWER LINE �r — —W WATER LINE .•: GAS ONE -W- OVERHEAD ELECTRIC ARE .R. UNDERGROUND ELECTRIC —m.— u.r OVERHEAD TELEPHONE ONE won — .m UNDERGROUND TELEPHONE LINE NOTE: 1. TIE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN ROAD PLANS FOR HILLBROOK TAX MAP G2, PARCEL 12G RIO DISTRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "_2,000' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I — COVER SHEET PROPERTY LINE — EXISTING CONDITIONS Vs DEMO PLAN -- ADJACENT PROPERTY LINE C4 _ - - -_ VACATED PROPERTY LINE — GRADING PLAN CG BUILDING SETBACK II — PROFILES AND ROAD SECTION DRAIN INLEI) T (D t0 `J /0� 0 SANITARY MANHOLE L L PLUG o 1,V WATER VALVE So BOX ,g, y FIRE HYDRANT as` an WATER METER 0-0 NGHT POLE -W- UTILITY POLE SANITARY EASEMENT — GRADING EASEMENT - -' ---' DRAINAGE EASEMENT — -- UTOTT EASEMENT —_..— - WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT •�--- �•- %• -- ---� TREE LINE FENCE STREAM - 312 - —12 INTERVAL CONTOUR 300 —co— INDEX CONTOUR COG-2 STANDARD 6' CURB C -fi isc-6 COMBINATION 6' CURB As GUTTER - CONCRETE PAVEMENT ye L. � SIDEWALK RIPRAP ASPHALT GRASS MM EC -2 MATTING EC-3 MATTING L,. WETLAND m m - PARKING COUNT 1� 1111 CROSSWALK HANDICAP ACCESSIBLE AISLE ®Flp CG -12 &I �, HANDICAP PARKING NOTE: 1. TIE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN ROAD PLANS FOR HILLBROOK TAX MAP G2, PARCEL 12G RIO DISTRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1 "_2,000' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I — COVER SHEET C2 — EXISTING CONDITIONS Vs DEMO PLAN C3 — 51TE PLAN C4 — UTILITY PLAN C5 — GRADING PLAN CG — LANDSCAPING PLAN C7 — PROFILES AND ROAD SECTION C8 — WATERLINE DETAILS C9 — SANITARY DETAILS AND GENERAL NOTES C I O — 5TORMWATER MANAGEMENT DETAILS I AND STORM PROFILES k CF�O� T GG TP7P AOT _C G 1 2 � AI FH�91 1 A IMENTTR9s: F nT n GGNTR �9n�I9nnP 9I M ENT CONTROL i SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER - CURRENT DEVELOPMENT ENGINEER _ ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL _ REVIEW BOARD _ BUILDING OFFICIAL — VIRGINIA DEPARTMENT OF TRANSPORTATION DATE v ao zlt �w r= g Ac o' w� az w` a o 4 N APPROVED bums Albomede CALLS, > Community Development Deoartmenf Date O Fi :ejg — II in ti PROPERTY INFORMATION OWNER- HILT -TOP PARTNERS, o P_0. BOX 645 SSI it CHARLOTT°swL-E, VA 22902 4 RED DIRT DEVELOPMENT. US � —� DEVELOPER A . BOX 645 CHARLOTTESVILLE, VA 22902 LEGAL REFERENCE. DO 4562 PG 266 TAX MAP 61 PARCEL 126 A (283 ACRES TOTAL) � BASE INFORMATION o '? LLJUS M.SITI P> SOURCE OF BOUNDARY SURVEY AND TOPOGRAPHY'. I A 83 SURVEY BY ROUDABUSH, GALE, AND ASSOCIATES CAIHU CORONER 2B, 2014. Re 9 w= BENCHMARMS4 NAVD88 Oev O VSfON WATER SOURCE. COUNTY SERVICE AUTHORITY SEWER SERVICE- ALBEMARLE COUNTY STAGE AUTHORITY HIS PROPERTY MA IS ZONED. R2 - RESIDENTIAL IN M IN E AIRPORT IMPACT AREA IDEA) Ud BULDNG SETBACKS FRONT 25 REAR'. 20' SIDE 10' PER REQUIREMENTS OF ZONING Fi ORDINANCE SECTION 411 3 H W SUBDIVISION NOTES = 1. A Reliminory Slbdisdon Plot. SUB 2014 00176, was approved for this project N December 22, 2014 L Executed lots I through 6 Race concern a b'I' g site that ournplies with at ?.1 of Th Atemore County Z gOtl 3 -here places of hard found vithin this t. 4 Thin Afte does not le within an agrciltural forestrul district or within a reservoir 0 watershed U 5. This site does not contain any stream buffers per the Albemarle County Water Prot super Ortllnance. 6. No Garton of His properly falls wALrn to 100 yea flood Ensure overlay district per FEMA ' odmaP #51003CO279D effective 02/04/2005. ICI 7, ACSA Water and Sewer easements are to be centered on the utflltdo' as-built Inner on 8. Uillkiee shown as marked Per Miss L ilTy Uaket #B507501031 E R -2 DEVELOPMENT P DEVEOJSI1V CALCULADONu (CLUSTER Op MENT) Standard Density = 2.0 DUA Banns Facfor 144.1 = 109, O Q Bonus Factor 145 2= 10% faiol Bonus Den I oitor = 2 0Y 0 4 UA Maxmam Density Adjoined z 2.4 DUA Permitted DansRy, = Development Area X Max. tensity y s.s3ACxz4DUA sJa Note 1: A 10% bonus facts, II accordance tM1 Ascher 441 a in, Zoning 0 f or wooded areas yall to bvci (20) p rent or greater of The A c o plain as garpriflad in section 1 ' ' h b required Note 2 A 109 b factor II ante Section 1442 . of the Zoning Ordnance f g with Internal cad O st Ai ' M1 15 the sole access to the existing stt t' d road y' . AREA SUMMARY 0 M 0 TIP E1 -126 _. 115404 sf 5311 J V LL raj \lid r 1 LFSG VACATED ROVE AREA OF DEVELOPMENT _.. 1 008] at (2 53 Ac.J 444J DEVELOPMENT LOTS a J LOT 1 .. 12,788 at LOT 2 11,412 of Z LOT 3 12,388 Of 0 LOT 4 . 13,233 of LOT 5 11,522 of LOT 6 11,716 of �J W�MT TOTAL DEVELOPMENT LOT5 5 13 8 A i W HILLBROOK COURT 9,473 of J CPEN SPACE PARCEL .. 27,555 of 0] / fw 259 f 11Q087 go, �l TOTAL DEVELOPMENT AREA... _ 110,087 if TRIP GENERATION '' Date Proposed use. A new single family reached dwellings pas a projected ACT of 60 yr: 04 06 2015 pose g y e ge profec P per day, IRE rDae 21a Scale I. N A Sheet No. _ file Lo. 13.029 38.4' v /J y VI - I. =' 7 i = ! / p PIE / 9 TOP 40A1- 01 -09 -37 / D 11l0E'D a 325 AC _._— i 4 ✓i / BHRRIS Yl T / p � E➢ � �� l) 6188.1 p 454 -�' 4GMPo6 -1u +n � I�>✓ sld�E- �MU`r�+£ESOe7aeE�—�- / / Ci LA V A or m� S �� BIIA� PENCE ✓V'/ Ce S40U541 E V _ ,_, 0 � ' I 1 /� IMF 4624GO AGO 0.2400 OR / NP 4021 -01AT, T GARY A j 02460 PAC. - - _! MOODY. 2 p.689 JUDITH 1 / t�✓T— E AW'LEP FAMLD RESIDENCE \ ZONING R2 .\ Of.V PEOkSFP.I / PRO 46AI 101 C 1� / I 1 IN LE FMaIL RESIDENCE / _ / ^� DEB _ei� ' m`_PINE 1a Pllr E� -- _ -__.__ RHadE PEDESTAL ELE01 wA.NS. ij NEmeRaoK HCryiEawrvERS d J8 -@16E T'i GF- �c l D B 9A p.p�JS 1 PEOESTA, j!7!/'p r l " /6 1 111 /87, _ t _ i4 40 1 E 22.19' N 112543 Er- WELL TO BE ABANI�I�NED Of WELL HOUSE � Tp BE REMOVED % 531]SF �� RI /!`// // To b, dd SPOT // I Abu- to - sD' )EDID. \V I / A assn 19� A-177,72' ':� or V l/l 'VG'/ V // 2262/46 - �w !�// ) / ' cs: 4TV w m , ! ! l/l ril l� j / A v1 E v6 ," l itz !v✓ 7�Y/ i lv/ f (/ \ � —_ �^° 4 u 1 A 12 � � so i o ' A � ' A \ \ 1 \ t TO DE R41AOVF9 � _ I 1 ' u` a� 4sa V J � �/I A sa91 Or for I l' w�raP PART�E,as mac. 24" PEOID. / O 89662 µz66 -282 �Iv�`1{� / DB.4562 p.z5q (pmt) { JJ I T'v�f� IA� / 56126 651 L✓ 1v1,j' \f ��� DB]29 pp.6]�']9 Ao j �-� y)✓ 1 Dd] 8 ppJ83rT89 10-41000 Yv l T 1� I DB 013 p„ 800 8qd (plat) A=18921 TI " A.�1 `lf IA - I (A :ed t0 TCL 2 76 2630 I i" rl,]•' V�i1 1 Old atooR Re.r CE N4T5] 4B r y'J r� y L�, 7 54 � ✓ I� �; I ' I Li'IvV l I I I 'I �I ✓'.V f�/I "'� I �-a94_ / 1 I/,b zI ro BE RE�avfn f I ' 1r II I 0 -6 TO RE j %yl 30 Prescriptive ROW REMOVID ✓\ /rvLl 0 MAP TO BE REMOVED No RBCaMed Plats of Deeds c '1� I Found that Dedicate This Portion i 2Y MAC. \ ff of Old Brook Road to P W Row ' � vF1 z4' MAP. A\ Per Survey by RoudabusM1 G d \1/I I \✓ I �\ Associates 10/28/2014 �.' ' T A° wb I" 28 .ASH fy'o 18'`MAP. \\ la / VI A t N545 t I TO 61-1252 95,P V/� 1 Of 0.2710 AGO VA r j MINTER. RUSH & HELEN i\V W / DYGO 5 p.o60 A r 10I \, OF zaMC Rz SINGLE - FAMILY RESIDENCE uND D TELE S N IU= �" J I rEtEVSIO °� I I uNEa Sae. 6 d 5Tfl �0 ;2 yX� SRI P�'RRON_ I ` RE REMO D GB N 526 _J F V R — A S Lc-3A53' IS FD4 d— A If f I \ 10 / M 1 P i l Of T.4 PEDESTAL \ \ °FEAR I `\ N444o50 a 244 58 I BM =Brick Nail � As ' r 14669 Set in Sidewalk ° Elev.= 499.41 ` o+ I t TOP 46AZ D9 114 E A tt AD. \ O ✓ WE0 STON, M GRANT `,\ �IRUM -G I O OR R DONNA 5 \ 20 a 20 40 60 \ \ ' ZONING Lv SINGLE -FAMIL RESIDENCE \ Scale _ 1 . " =20 ' Ar t.PV PEDESTAL Ada , . _ �.. 9" PARADISB ZONING W 11 ARA OPEN SPADE I I I PARADISE 9._a /INE Its ,4S 1 CHERRY \ 4 IF ALSO A, 1 1 l 1 \ 2-12 PARADISE F 1 t 2\ ...///Jp Mu! 4 "IPA&AD19E 1 1 6" ANAE I 1 ' RC TIRADE ORAN6'E cO Of Ir I 1 0 I jl 1 1 j 4 1 , ^ARAOISE 1 I i I I II II CHERRY > 1 ! if 1 1 ! 4 ENLBERRY I \ 1 A 6^ CHERRY Or I � I y J i 1 �Pv EX. WOODEq AREA I 1 �a PARADISE '\ I e' CEDAR i II I I I 1 \\ \\ a "IPARADISE ` \ 60' Mut3]iRr 1 or R* CEDAR \ y 1 I A V A V A � Sa�.l I 1 A r � H,. DARAOISE \ I\ I � \ r I \ I I I I ! A 1 I I I Y as PEAR 18" MAP. A 14" OmAR L I S \ N44 O '42''13 "N 130.D / IF / I `" 14^ DEOID. I / / / Or °'t I 17 MAP. I / TMP 4622 -m -V l / // i .. / 52410 AS _ IV / HOMEOWNERS EEDP A OC.INC / / f / / / HOMEOWNERS A hoc INC 0811aS 652 I / / / � ! I a ZONMrd R2 ENhrACE / / / /' /'/ / / / / / / / / j /� Off iii to 'I ` /STOP= asazz I L Pq Ey / 4 ' INVINyX52 � I . 24 2 ou I V I PQN. SP�6 z / o if FRO {' OB \ SPA / / A c sgY % \ � � e, Off LOX, No I it f 11 u d z no \ w oz. w a"F w` Z z Id N 01 da Z O 1— z O U U Z N W Q O O / r a U o �0 LL U g W a J Z N W m m Dote 04 06 2015 Sole 1 " =20' C2 01 14 R= 38439' A =17]77 A 26'27'46' CB 475710' W Lc-176.14' VAII (XI) 20 0 / 3�g 0 I 0 6 6 m Y L O m= ow O 'IF 1D FX. CG -6 "NO PARKING ANY TIME SIGN MO-CD R8 -3o 4' PAINTED STOP BAR O +Oo BE TO E%./ CG-6 'NO PARKING ANY TIME SIGN MUT'CD R8-3a TELEMVON LINE R= 38626' A =3..55' A 5'34'10" C6= 0216'40 "E = 37,53' 60 I BOARD FENCE NO PARKING L, ANY TIME SIGN MUICU V -1 ARROW POINTING RIGHT / 10' SETBACK I / i 1 43.0' ml 12,788 SF LOT 2,604 SF HOUSE EFE =5064 � I I I �w I 3 o� o I /jW I I �A I J;i I is _ 106.6' FRONTAGEwY �--. 25 SETBACK SPEED LIMIT ff TOP SI3N 8' SIDEWALK ANIDN� III R1 -i j�LANDSCAPING ((( PEED EMIT END REVERSE SIGN CURB WAN ,ION STREETSIGN 25• t R- -987' FRO' HECIN RfVER)N CURB TR�S LION \ \ s STACKING BLOCK RETAINING WALL 2,7' MAX HEIGHT TO PEDESTAL - 0 0, �X 0 � of a r TRANS. F .. 420' 1: o`I 11 ,716 SF LOT "� Q 2,696SF HOUSE E 10 SETBACK 43.59' .o NO PARKING r NY TIME SIG UTCD R7 -1 I I I I I I I i I Je I I £ IRHODE PEDESTAL 1i o S44'40'42`E 221.19' 20' SETBACK C 11,412 OF LOT 2,696 OF HOUSE >Z-508.0 PGRCB CENCROACHES oT 8' SIDEWALK ARC LEN aADIU 42. CHORD BEARING C1 96.52' 38.75' 142222" p� CR 02 p i.10 r 2 N 421044' E 2v3� 0§;: 38479' 24930' 8 360802 W C4 13.38' (XI) 20 0 / 3�g 0 I 0 6 6 m Y L O m= ow O 'IF 1D FX. CG -6 "NO PARKING ANY TIME SIGN MO-CD R8 -3o 4' PAINTED STOP BAR O +Oo BE TO E%./ CG-6 'NO PARKING ANY TIME SIGN MUT'CD R8-3a TELEMVON LINE R= 38626' A =3..55' A 5'34'10" C6= 0216'40 "E = 37,53' 60 I BOARD FENCE NO PARKING L, ANY TIME SIGN MUICU V -1 ARROW POINTING RIGHT / 10' SETBACK I / i 1 43.0' ml 12,788 SF LOT 2,604 SF HOUSE EFE =5064 � I I I �w I 3 o� o I /jW I I �A I J;i I is _ 106.6' FRONTAGEwY �--. 25 SETBACK SPEED LIMIT ff TOP SI3N 8' SIDEWALK ANIDN� III R1 -i j�LANDSCAPING ((( PEED EMIT END REVERSE SIGN CURB WAN ,ION STREETSIGN 25• t R- -987' FRO' HECIN RfVER)N CURB TR�S LION \ \ s STACKING BLOCK RETAINING WALL 2,7' MAX HEIGHT TO PEDESTAL - 0 0, �X 0 � of a r TRANS. F .. 420' 1: o`I 11 ,716 SF LOT "� Q 2,696SF HOUSE E 10 SETBACK 43.59' .o NO PARKING r NY TIME SIG UTCD R7 -1 I I I I I I I i I Je I I £ IRHODE PEDESTAL 1i o S44'40'42`E 221.19' 20' SETBACK C 11,412 OF LOT 2,696 OF HOUSE >Z-508.0 PGRCB CENCROACHES oT 8' SIDEWALK 20 SETBACK N4.'40'50 "W 24456' T.V PEDESTAL \ TANS. / CURVE ARC LEN aADIU 42. CHORD BEARING C1 96.52' 38.75' 142222" N 535952 E 02 6222' FS 1 91 4' N 421044' E C3 18,97 38479' 24930' 8 360802 W C4 13.38' 23.50 11,522 SF LOT _ S 894444 W 2,696 OF HOUSE 9.41' ffE =5083 20 SETBACK N4.'40'50 "W 24456' T.V PEDESTAL \ TANS. / CURVE ARC LEN aADIU DELTA ANGLE CHORD BEARING C1 96.52' 38.75' 142222" N 535952 E 02 6222' 384.79 1 91 4' N 421044' E C3 18,97 38479' 24930' 8 360802 W C4 13.38' 23.50 3236 8" _ S 894444 W CS 9.41' 20.50' 2617 2" N 3131 45 W C6 6.41' 2050 175520_ --N-09 2509' 19 G7 49,39' 39,50 )13818" N 3616'69' V✓ C8 43.14' 39.50' 623454° S 7836'45" W CB 43CEF 39 50' 633704" 8 1332'48" W 010 .872' -39FI 70iOTEXI S53 33 50' E_ Cll 6.41' 20.50' _ 17'552C" S )9'5614" E C12 _ 9.41' 20.50 26 17 52" N 574938" W C13 11.30' 23.50' 2]'3218' _ N 013818 W 1,144L' -11.02' \ S45'0101 E 168.47 1t /4U IF_ - -_ C XyS X\ / OPEN SPACE / DEDICATED TO H.O.A. 27,555 SF y h / s / / TREE PRESERVATION EASEMENT IPFF / Y R3 \m 4 10 ACCESS- \ ON I BIOREALM a A _ TO FACERS OPEN SPACE J� h ISEE DETAIL SEA —_ $ .440 " E 10..01' 10 SETBACK FEE �PPRRESERVATIION EASEMENT DD_ IS N44 42 130.09' IF o N 44'4213" W '.30.00' 6, ov S V A 6qT \ \ W �TOP=490.27 INRB N= 482.52 \T, A\ Pq� f INV. 01 PC Y9pgP� E5 o3 !s, 282'v' q \ \W F \ M1P L / \ Q��48" DOGHOUSE 010, / IAANHOLE VUl �� / E %IERNAL DIP DROP / I v wT 6'1 w° z V N aww Fol, ET w Z 5 f- 0 g a Z 0 0 0 w L x ex "�� ,ZA a� b p,,a a ssz - y -o= � oa El �• - -�' '� jn`W II �� II o � I I I I I I i I L60nRD FENCE- NEW PRIVATE STOI �UPHONE PEDESTAL SEWER EASEMENT ni I _ I I � I I I IMPER NOJS 16 OF LOT DISC0�9PIECTION _ 2 'v04 04 SF HOUSE _ I III 1 RE BIORRTENTON E =4164 AS JET �aI x fll I 1 JC _ l —e NNE! 20' ACSA / - \ li�rq WATERLINE EASEMENT 1 ELF -CORP STOP 1S8'V NEW 6' CL 52- . DI WATERLINE 10 +00 I j I T AX Kok T.V. PEDESTAL _ > \ \ \ YAP /ATE CLORM SEEK AND r161�1FlE2CSiS)OH COWNSPOUT TO 1 IMPER NOJS P LOT DISC0�9PIECTION F OUSE 58.0 I j I T AX Kok T.V. PEDESTAL _ > \ \ \ YAP /ATE CLORM SEEK AND D ON PROPERTY ENE CURB i - 6 1 GEWA K v m AC C SS AE-MEN MPea naTL r, RP RSE 1 neinTES TUC I CUR 'q cuRe RnnlSlnon To s roc /e I I 1 - A - s o m NF H(M) � ( �G hip. ° CURB REVERSE CURB Po ROOF ) Po ROOF (y ( DRAIN (FEE.) V I_ \ \ 1 `UNDERGROUND I 1 2 TELEVISION w I X I yy�� FINE 11,716 SLOT \ T 2,6 66 SF HOUSE I I A \ THE 5040 / r IF NEW 20' ACSA \ 11,522 BE LOT SANITARY SEWER 2,696 EASEMENT FFE =509 SF HOUSE 3 11 'STACKING BLOCK I _cC \ RETAINING WALL r 1 \ 297' MAX. HEIGHT `�\ MANS. I ~ � \ s� T.V. PEDESTAL fC —:J- A \ P RARE Al AS) PYE EXTERNAL CHOP / 20 G zo 40 Bo some, 1 " =20' i i TANS. OPEN SPACE OEDICAFED to H.D.A. 27,555 SF i I GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT 10 NSPECRON BY ALBEMARLE COUNTY SERVICE AUTHOREY (ACSA) INSPECTORS. RTE CONTRACTOR WIFE BE RESPONSIBLE FOR NOTFPNG THE PROPER ACSA OiFICIALS AT THE START OF THE WORK 2 HE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF PIE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOW ARE ONLY APPROXIMATELY CORRECT THE COV.RAC OR PIIA'L, ON HIS OWN INITIATIVE, LOCALE ALL UNDERGROUND JNES AND STRUCTURES, AS NECESSARY, Y I AL MATERIALS AND CONSTRUCTION SHALL COMPLY MTE HE CURRENT EDITION OF THE GENERAL WATER AND SEER CONTIRG TON SPECIFICATONSE AS ADOPTED BY i`IE ACSA. cAly ,.C.P D{�,?�•BE / 4 DATUM OR ALL f IEVA110NS SHOWN IN NATIONAL GEODETIC SURVEY. ,v { '6 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800552 - 7001). pINS OSAD RE 6 ALL WA'IFR ANC EWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED BA 0 FROM THE TOP OF PIPE OVER THE CJJTERIINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, / SERVICE LATERALS AND WATER LINES ETC T ALL WATER AND SEWER APPURTENANCES ARE i0 BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ONRCAUCXTENLIINES SHALL i E BE SHIFTED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING F H. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGULATED REGARDING BRASS FIIDNGS EPFECrVE JANUARY it 2014(SE.NATE DILL 3871 WHIGFI AMENDS THE SAFE DRINKING WALM ACT), NOTE: / \ i ALL PUBLIC WATER AND SEWER FACILITIES SHAD BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AowERITY. ti z w° d �q kI V " m A aw 0 °u z Q F- I 4516'3 1 Q O /Z VM 0 1.L 0 0 ` U 5 W a � Z O Q N W o m � J � � Q Pote 04 06 2015 Scale 1 20 Sheet No. IT C4 0' "� e 1 OF RE 1 III 1 BIORRTENTON E SEE DFTAI! B/YO, AS I ) D ON PROPERTY ENE CURB i - 6 1 GEWA K v m AC C SS AE-MEN MPea naTL r, RP RSE 1 neinTES TUC I CUR 'q cuRe RnnlSlnon To s roc /e I I 1 - A - s o m NF H(M) � ( �G hip. ° CURB REVERSE CURB Po ROOF ) Po ROOF (y ( DRAIN (FEE.) V I_ \ \ 1 `UNDERGROUND I 1 2 TELEVISION w I X I yy�� FINE 11,716 SLOT \ T 2,6 66 SF HOUSE I I A \ THE 5040 / r IF NEW 20' ACSA \ 11,522 BE LOT SANITARY SEWER 2,696 EASEMENT FFE =509 SF HOUSE 3 11 'STACKING BLOCK I _cC \ RETAINING WALL r 1 \ 297' MAX. HEIGHT `�\ MANS. I ~ � \ s� T.V. PEDESTAL fC —:J- A \ P RARE Al AS) PYE EXTERNAL CHOP / 20 G zo 40 Bo some, 1 " =20' i i TANS. OPEN SPACE OEDICAFED to H.D.A. 27,555 SF i I GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT 10 NSPECRON BY ALBEMARLE COUNTY SERVICE AUTHOREY (ACSA) INSPECTORS. RTE CONTRACTOR WIFE BE RESPONSIBLE FOR NOTFPNG THE PROPER ACSA OiFICIALS AT THE START OF THE WORK 2 HE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF PIE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOW ARE ONLY APPROXIMATELY CORRECT THE COV.RAC OR PIIA'L, ON HIS OWN INITIATIVE, LOCALE ALL UNDERGROUND JNES AND STRUCTURES, AS NECESSARY, Y I AL MATERIALS AND CONSTRUCTION SHALL COMPLY MTE HE CURRENT EDITION OF THE GENERAL WATER AND SEER CONTIRG TON SPECIFICATONSE AS ADOPTED BY i`IE ACSA. cAly ,.C.P D{�,?�•BE / 4 DATUM OR ALL f IEVA110NS SHOWN IN NATIONAL GEODETIC SURVEY. ,v { '6 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800552 - 7001). pINS OSAD RE 6 ALL WA'IFR ANC EWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED BA 0 FROM THE TOP OF PIPE OVER THE CJJTERIINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, / SERVICE LATERALS AND WATER LINES ETC T ALL WATER AND SEWER APPURTENANCES ARE i0 BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ONRCAUCXTENLIINES SHALL i E BE SHIFTED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING F H. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGULATED REGARDING BRASS FIIDNGS EPFECrVE JANUARY it 2014(SE.NATE DILL 3871 WHIGFI AMENDS THE SAFE DRINKING WALM ACT), NOTE: / \ i ALL PUBLIC WATER AND SEWER FACILITIES SHAD BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AowERITY. ti z w° d �q kI V " m A aw 0 °u z Q F- I 4516'3 1 Q O /Z VM 0 1.L 0 0 ` U 5 W a � Z O Q N W o m � J � � Q Pote 04 06 2015 Scale 1 20 Sheet No. IT C4 0' "� SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING TREE TIES, SEE SPECS 1 -112" S0. OAK STAKES — SET 180 OF(RAFFS APAR] FINISHED GRADE APPLY 2 1 OF MULCH AFTER PLANTING AND WATER T10ROUCHLY 4" COMPACTED EARTH — WA iLNRG BERM EXEUFNC GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS PLANTING SOIL, AND - PLANTING SOIL AMENDMENTS REMOVE BURLAP k STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TANO TIMES BALL DET (MIN) TREE PLANTING DETAIL �t To EAS SEE PLANS FOR IXACT LAYOUT SPACE FANr5 AD 5PECIOFA IN P1 AN us 0KA55HOWN. ADJUST SPACING AS NECF55ARTORAS DIRECTED SY WVD5CAFE ARCHITECT. MULCH 2 Part' M J A PI Y AR CP DKENTL PC AND WATER TI1(PJJ rLY- PI A I I C PIT -- t PKEIAY 050IL FFOR 5HRUe3 501L 5ULTArr ROUGHENED 10 RaD Nrw FAUT county onubourre or . Counterculture Were Clonflabot To be broad Are I Renault area nournanukpullfa8d II1397 far marina yparlika ) Trees I, Ache aulim, base, �hslt be Mean 11 to, Area E Iw ywAw p f p xmdl d>P aWPSmw f E. ared b s wn -s 1 II# PmP eJ 6 hey J n Id nr k All b W h 1 M keJ N➢ Ibx 1 S le'aely I oq n a. N gntl 4A Il begjd Wllhelrge k yb ab P tlmW py. tlby a Yreason, &, T T.L) p eIP A1111 IIIWAANUPE l6 M1' R HH pR d lam'. [ xGInISTI tluP SO115hel1mpbC.P r tlodG Lh nibcdi pl'nns tlF hcw colfrower s JsI rwe s nhSovue.ehaR a�aersvy eft. rvo be 4 i L3 P aware not e rumd val Do firsO M failure Of faces, her ,,eL Is r= WS all be ct witho 100 fear tl!N tl pl of tell to be rest ft @ NCI Fni © T b within Ww L proposes I E g Iranian ggtulb by& u!I o ble n AeFerince and and Nonstarter tl hurt d41" Ca Iyt y gemFny 9. T He Wh tl¢g dl I L J If ffi M I f b i It M1t6e@ Li d daNl am am 1 Am PP IA rtollit, g d1 vl b d within NWJI M *vLa lure wWld 111 be pro tled tl can arrested As rawest Al. T n d} 541k81[wefi n.V3sreg rnl Min the I of pg Lx0 J L yf k Y as Og"P FavaW6 JJ 4 do M xl. edam pace hot nemuary rearming real A Jsece deealuss, tt Mal Prortw F seat lb bar Jet com, n wM& S rin new V I. As, o tavhxll bevnKdimrtSJ Wkly M1yp gRf IwLmardb hodsmeommmtled by nneerpec slur. NarLITWTUr,DEV& nR'SR69hLY6MMI%YmyCONFER WITH THECNTRACTOR ON TRU CONSERVATION REawuemsrvTS. 41W s CR�s OWNER! S TI18 (nATIN CONTBa. PURCRA ER SIGNATOa (DAn) SrIp6 New alt SET Sumi Ti Jame TOE to ROOLEAN. SHALL NOT BF MORE THAN I" ABOVE FINISHED GRADE REMOVE BURIAL' FROM TOP 113 OF COC TEAU 3 " TALL WELDING BERM 2 SHRUB PLANTING DETAIL C6 Not 10 Soots XDC, rr � '�� ��RADISt r r 1 1 1 7— '�— I rgT °ARhPI k A 4 _ 1 {,ry3 y5' Ill A Uy (]"�_ ) i lA it r, N 21 ,2'PARA SE A/ �ItHERRY J/ ll /l %t p� GI�':'tRY Jrllf +iii I' 1 _ _'I 99` 4' aaRAOnE a yAR rare osacq �1 vv v / I b I N 6RANCf / 3L <� r I P �• mar lif I I vA I : °9 11 �` `� JM /YI ce ,� / i_�_ A \ vV 1� "1c}a 1 S�ARAOISF 1 ,1'� -- � I A � @'REAR I.j '. re I'i t E vv v / i A 1M cleEaR- r A MUL6ER 4 RN 5 rt CH;RRY 1 /4 \1 i 1It `1 1 1 erR_R.tr� �/1 ' 1 'ft�l II a � t fi" CEDAR v 3" IIU.9jJOAR"Y{�Ny" So r AR �1$E . w 1 G rue t S �I \ 1 11 ^ \ 0ir t\ j 8" PARADES% I\ ', •�' -'�7 _ -`� v v v � - E E _ 1 ti 1� PRESERVCD W64DS � A\ V I Is " — �1 1 125ABI6of A A rA / - A - E � 9 °.,P €AR It A r 6M1 RCA. 'i 1 A App ___ -- _ i I t , \I r1 arm ,� �� I.-,•; . \ �* I' i � % / EI � � r l r \ \ 6 ry 1 I >� `i,'. r NOTE' P f 1 ��r \ II i; eI L- Trees shown In conservation area were loco ".ed in a ,I, 1II >• � ij 11 I_..__� field inspection on May 20, 2015. They were not I 1 I��/ surveyed, and an with ns are shown based on estimation r from Dom ant hau marked property romecsl Tna list ��E �- I r � P —V v v ij II v j o of trees d not exhaustive, as the r or' trees wee was --� — p 1 \ �% � A _ 1FN Ra requirements of ofb County Code 1831, o` trees were NO _ \ A i -- v completed when a sufficient number eels the %1% Trees on Old Brook Road shall have no branching below 6' above grade after planting. lees within sight lines may need to be limbed up to 7' as required by ADEL Landscaping for the noretentian facility is detailed or C10. LANDSCAPING REOIUIRED: 20% of Total Site Area of Canopy *: 110,087 SF e 0 F0 = 22,017 SF Select Trees. 1.5 "- 1.75" Large Shade Trees Along Available Road F m ( 30 Each Side of Radius Return Per VDOT App 3(1)) 0 50' 0 0: HlllDrook Court: 290 LF/50 = 6 Trees Old Brook Rd: 166 LFEA50 = 4 Trees *Same as Zoning Ordinance Section 14.4.1 Wooded Area Requirement LANDSCAPING PROVIDED Total Canopy Area: Existing Canopy *' = 23,696 * 725 = 29,620 OF New Canopy 4.205 SF Total Ccnopy Provided = 33,825 SF New Street Trees Provided 11 Trees Existing Canopy 27 5% Toml Site Area NOTES: Contractor to apply mulch bedding around all proposed trees and shrubs. 2 All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height, the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall [led tll of the plant. Wooded Area Tabulation 0 t ( p A Requirement i l tracer H Requirement not 0 Common Name AD 49" 60 6 0 -10 0 6 9" 38 7 0.18 70 -Asue 29 7 0,32 log, 14 14 2 014 1 1955 3 0.30 Maple 1 Large Shade Tree Quarters palustrle -- Pnr Ook 13.o" 9" > — 2220 15krut 4205 ST: Tom l 1.05 Conservation Area 23,696 SF = 0 -54 Acres A 1 -05 PROPOSED LANDSCAPE SCHEDULE clan: Planting Type Gotanlcal Name Common Name Min- Quantity i Canopy Total Symbol C L/I-leight � SF Canopy OF O Large Shade Tree Aver x fremairt Autumn Blaze 1 5 1J5" Cal. 5 397 1955 Veffersred Maple 1 Large Shade Tree Quarters palustrle -- Pnr Ook 1.5"-1J5" Cal. 6 370 — 2220 TOTAL 4205 ST: � � \ ao o ao so eo P, H\ � seats. V=aa �i n II j SD a0 z Q z Q U to z g I � Q O V Z LL a 1�ui 6 g LU J" Z ir 0 < N W � m J I j Q Date 04/062015 Scale Sheol No- C6 OF 14 ha Na. 1.5.079 510 505 500 495 490 48" 480 520 515 At 505 50G 495 490 485 480 P g10 ROPD -t - 11 +50 C SEWER PROFILE OZD a 81 ae ROOK Type 515 FOR Is Add Cars 1_ Gonstruction " inspector. of all oroposed roads within the development 11 be d by the County. PLAN Axe _ The t t t notify the Department f Community Development (29fi 5832) 48 hard In e i(; _ _ 4 3,000 PSI CONCRETE + advance f the t d of construcalan. A -4B - car -1 _— Upon completion nf fine grading d preparation f the db d cowardice, the t t M1 -. calf -1 A oo 520 490 m' — 30 submitted de boil =1 Biel o to s�'s 35 p designn II bed modehbyr design ign engineer submitted wthbthe test results or 490 I' COMPACTED SUBORADE — oprov 485 c SPEED IIMIT Surrfacee dricinoga end pipe dlschar e must be reture within the P night-off-way tole + T �t `S ° ° H to a boundary t natural watercourse pp F SIGN ERADE - a mar A NO PARgNG F, 0o SIGN 8' SIDEWALK AND 510 ANY IIf SIGN Yyy1 DSCAPING 95' PRIVATE R.O.W. I GD i AIUTCD RB 30 \.. E BEMENT Not To 6osl, � shown when t. opinion of County Eg designee t d BAD 24° PAINTED I STOP HAD i installed guardrail required L M1bpf (4)feet offset h the pavement to the .9 , '•' face of guardrail, roadway shouldr, widths shall he a t en (]) feet s con cross sections are installed, all a r l driveway entrances shall conform m MG T eaxon DGcAD�s. n At ions are Installed, aII driveway commerce shall conform to v0o . GEN_ ERALCONSTRUCTION NOTES standard RE 1, ]. O ' loor f0 construction tM1 ' t' g public ' ht f including 9 emanation to any thrical pavement section detail, sM1 II be affinity y dM1 d to P ' ff the Virginia department f Transportation ( N001. & And plan pp for bd" ' by t to Door suflardivolon plot alfidartion. Should the £ existing permit shall obtained I S top' is &v plot f this project expire P t 9 9 a recordation, then f th 5e plans M1 be ' t WT d discrepancies m requirements f permit Val g _ All g other tl shall f the Virginia b Uniform Traffic "i 9, moderate methods shall f t L p P f d t wands of M Control D a m Al County Ruud Nama g and Property Numbering O a unless m noted. 3 Erosion and untation control shall be a d in accordance with trip d erosion 10. Traffic t l or other g L y sets or barricades shill be installed by the developer M1 control plan and VAI Ve installed prur to y dnaring gradIng or other t t the opinion N the Cgumty Engineer, or Tobacco they are deemed necessary in order to provide 4 All drawn and disturbed areas are to be fertilized, d d: d Violated . - s5 5 The maximum snipe s 2 1 (horzontal'. vertical). Whc_ reasonably ob[a nable lesser slopes oar NEw 6'1 a �sz The speed limits to be hosted on speed limit signs are 5 mph below the design speed, or as J" toot determined by MOT for public roods. _ 12. MOi standard CD-I or CD-2 cross -drains under to be installed under the subbase mmocal at all - added. or designee, it Is foerned necessary In order to stabilize a damage channel. itth t r fill transitions d grade a ,ante as shown on toe road started. I DI wA RUNE] E 13. A video camera inspection is renjurren II storm sewers and culverts that are deemed 8. Unless otherwise noted all concrete pipe .hall be reinforcer concrete pp Gass III, incesesdide to MOT or County inspections. he even Inspect-on shin be conducted 'n accordance 9_ All excavation for underground pipe ' insiblai must comply with OSDA Standards 'or the with MOTs vireo camera Inspection procedure end with a VDC1 or County Panderer present construction remarry (29 CFO Part '926). 490 10 +00 I in _ -.._ — SFRNCE E4R_I -I 450 TTT R SENSE a O FDA _+ - 12+00 (CRIB LOTS 2-4 SiDEWA.K, , ISPEED JMIT CURBRCRANSITON SIGN OZD a 81 ae ROOK SIGHT DISTANCE PLAN AND PROFILE �] 1'�0' NOItIZONPAL t"--10 {rERTICAL - -- - - GENERAL CONSTRUCTION NOTES Type 515 FOR STREETS I Cars 1_ Gonstruction " inspector. of all oroposed roads within the development 11 be d by the County. PLAN Axe _ The t t t notify the Department f Community Development (29fi 5832) 48 hard In e 5,0 _ _ 4 3,000 PSI CONCRETE + advance f the t d of construcalan. A -4B - Egg -1 2 Upon completion nf fine grading d preparation f the db d cowardice, the t t M1 -. calf -1 A oo —4" - VIDOT #21A E ASESTONE 490 on (and 500 30 submitted de boil Biel 495 to 35 p designn II bed modehbyr design ign engineer submitted wthbthe test results or 490 30 COMPACTED SUBORADE — oprov 485 c 3_ Surrfacee dricinoga end pipe dlschar e must be reture within the P night-off-way tole + d easements p , t acceptance by the County All drainage tf t b extended `S ° ° H to a boundary t natural watercourse pp TYPICA - SIDEWALK A SECTION d t Exact gt t and opproGroo pad treatments will be no 95' PRIVATE R.O.W. I field verified t the t 1 construction. Additional guardrail may b eq ed 1 locations t Not To 6osl, � shown when t. opinion of County Eg designee t d i installed guardrail required L M1bpf (4)feet offset h the pavement to the 20 MPH Di TEED '•' face of guardrail, roadway shouldr, widths shall he a t en (]) feet s con cross sections are installed, all a r l driveway entrances shall conform m MG T eaxon DGcAD�s. n At ions are Installed, aII driveway commerce shall conform to v0o . GEN_ ERALCONSTRUCTION NOTES standard RE 1, ]. Compliance th the pavement width shoulder width and dt . h sections as shown the ' loor f0 construction tM1 ' t' g public ' ht f including 9 emanation to any thrical pavement section detail, sM1 II be affinity y dM1 d to P ' ff the Virginia department f Transportation ( N001. & And plan pp for bd" ' by t to Door suflardivolon plot alfidartion. Should the £ existing permit shall obtained plot f this project expire P t 9 9 a recordation, then f th 5e plans M1 be plan d Y riot accurately reflect q f ft p t. Where y r d discrepancies m requirements f permit Val g 9. All g other tl shall f the Virginia b Uniform Traffic "i 9, moderate methods shall f t L p P f d t wands of M Control D a m Al County Ruud Nama g and Property Numbering O a unless m noted. 3 Erosion and untation control shall be a d in accordance with trip d erosion 10. Traffic t l or other g L y sets or barricades shill be installed by the developer M1 control plan and VAI Ve installed prur to y dnaring gradIng or other t t the opinion N the Cgumty Engineer, or Tobacco they are deemed necessary in order to provide 4 All drawn and disturbed areas are to be fertilized, d d: d Violated . - safe end convenient apneas 5 The maximum snipe s 2 1 (horzontal'. vertical). Whc_ reasonably ob[a nable lesser slopes oar 11. The speed limits to be hosted on speed limit signs are 5 mph below the design speed, or as of 3a better are to be achieved . determined by MOT for public roods. Is Paver, rip -rap or stob0isation mat Thad ditch may be required when In the opinion of the. County 12. MOi standard CD-I or CD-2 cross -drains under to be installed under the subbase mmocal at all - added. or designee, it Is foerned necessary In order to stabilize a damage channel. itth t r fill transitions d grade a ,ante as shown on toe road started. J_ All trafec contra signs shall f the Virginia Manuel for Uniform imifu Control Devices. 13. A video camera inspection is renjurren II storm sewers and culverts that are deemed 8. Unless otherwise noted all concrete pipe .hall be reinforcer concrete pp Gass III, incesesdide to MOT or County inspections. he even Inspect-on shin be conducted 'n accordance 9_ All excavation for underground pipe ' insiblai must comply with OSDA Standards 'or the with MOTs vireo camera Inspection procedure end with a VDC1 or County Panderer present construction remarry (29 CFO Part '926). in _ -.._ — SFRNCE E4R_I -I qE� a _+ PROP r MIN LOTS 2-4 _moo GRAD COVER ! - _ 41 °a Ic 1 - � °we so SV ° As y z a aV P. m u. — — ° __ _ STA iB+5fr9r '' °= is+00 12 +00 II +CO 1DGO 11 +00 12 +00 ' SIGHT DISTANCE PLAN AND PROFILE �] 1'�0' NOItIZONPAL t"--10 {rERTICAL - -- - - GENERAL CONSTRUCTION NOTES Type 515 FOR STREETS I Cars 1_ Gonstruction " inspector. of all oroposed roads within the development 11 be d by the County. PLAN Axe _ The t t t notify the Department f Community Development (29fi 5832) 48 hard In e 5,0 _ _ 4 3,000 PSI CONCRETE + advance f the t d of construcalan. A -4B - ` -1 2 Upon completion nf fine grading d preparation f the db d cowardice, the t t M1 -. calf -1 A oo —4" - VIDOT #21A E ASESTONE 490 on (and 500 30 submitted de boil Biel 495 to 35 p designn II bed modehbyr design ign engineer submitted wthbthe test results or 490 30 COMPACTED SUBORADE — oprov 485 c 3_ Surrfacee dricinoga end pipe dlschar e must be reture within the P night-off-way tole + d easements p , t acceptance by the County All drainage tf t b extended `S ° ° H to a boundary t natural watercourse pp TYPICA - SIDEWALK A SECTION d t Exact gt t and opproGroo pad treatments will be no 95' PRIVATE R.O.W. I field verified t the t 1 construction. Additional guardrail may b eq ed 1 locations t Not To 6osl, � shown when t. opinion of County Eg designee t d i installed guardrail required L M1bpf (4)feet offset h the pavement to the 20 MPH Di TEED '•' face of guardrail, roadway shouldr, widths shall he a t en (]) feet s con cross sections are installed, all a r l driveway entrances shall conform m MG T eaxon DGcAD�s. n At ions are Installed, aII driveway commerce shall conform to v0o . GEN_ ERALCONSTRUCTION NOTES standard RE 1, ]. Compliance th the pavement width shoulder width and dt . h sections as shown the ' loor f0 construction tM1 ' t' g public ' ht f including 9 emanation to any thrical pavement section detail, sM1 II be affinity y dM1 d to P ' ff the Virginia department f Transportation ( N001. & And plan pp for bd" ' by t to Door suflardivolon plot alfidartion. Should the £ existing permit shall obtained plot f this project expire P t 9 9 a recordation, then f th 5e plans M1 be plan d Y riot accurately reflect q f ft p t. Where y r d discrepancies m requirements f permit Val g 9. All g other tl shall f the Virginia b Uniform Traffic "i 9, moderate methods shall f t L p P f d t wands of M Control D a m Al County Ruud Nama g and Property Numbering O a unless m noted. 3 Erosion and untation control shall be a d in accordance with trip d erosion 10. Traffic t l or other g L y sets or barricades shill be installed by the developer M1 control plan and VAI Ve installed prur to y dnaring gradIng or other t t the opinion N the Cgumty Engineer, or Tobacco they are deemed necessary in order to provide 4 All drawn and disturbed areas are to be fertilized, d d: d Violated . - safe end convenient apneas 5 The maximum snipe s 2 1 (horzontal'. vertical). Whc_ reasonably ob[a nable lesser slopes oar 11. The speed limits to be hosted on speed limit signs are 5 mph below the design speed, or as of 3a better are to be achieved . determined by MOT for public roods. Is Paver, rip -rap or stob0isation mat Thad ditch may be required when In the opinion of the. County 12. MOi standard CD-I or CD-2 cross -drains under to be installed under the subbase mmocal at all - added. or designee, it Is foerned necessary In order to stabilize a damage channel. itth t r fill transitions d grade a ,ante as shown on toe road started. J_ All trafec contra signs shall f the Virginia Manuel for Uniform imifu Control Devices. 13. A video camera inspection is renjurren II storm sewers and culverts that are deemed 8. Unless otherwise noted all concrete pipe .hall be reinforcer concrete pp Gass III, incesesdide to MOT or County inspections. he even Inspect-on shin be conducted 'n accordance 9_ All excavation for underground pipe ' insiblai must comply with OSDA Standards 'or the with MOTs vireo camera Inspection procedure end with a VDC1 or County Panderer present construction remarry (29 CFO Part '926). R Ii � BEGIN RIDER " �CJRB iRgN51 NO PARKNCJ ANY TWG" S1f,N 1 I \ ( 8' SIDEWALK AND LANDSCAPING EASEMENT i con -wes. In Vic _ Type 515 -1 I Cars DI- B sO aTRT PLAN Axe _ 33 e 5,0 3B DI -38 + so A -4B - 5 -1 505 0 calf -1 A F% GRADE D5 490 ask 500 30 Biel 495 to 35 490 30 — 485 R Ii � BEGIN RIDER " �CJRB iRgN51 NO PARKNCJ ANY TWG" S1f,N 1 I \ ( 8' SIDEWALK AND LANDSCAPING EASEMENT i con -wes. In Vic _ Type m n -1 I Cars DI- B sO aTRT PLAN Axe _ 33 e __. 3B DI -38 + so A -4B - 5 -1 S 6 calf -1 A F% GRADE 490 ask _ Biel tin -bigi — HILLBROOK COURT c €� + `S ° ° H - -- - -- A no 95' PRIVATE R.O.W. I 20 MPH Di TEED '•' —. 9 I low 5 - -m so b d in _ -.._ — SFRNCE E4R_I -I qE� a _+ PROP r MIN LOTS 2-4 _moo GRAD COVER ! - _ 41 °a Ic 1 °we so SV ° As y z a aV P. m u. z ° __ _ STA iB+5fr9r '' °= vii 'z ' -. °$ VERiiGAYCURVE lI or o_- au flZ .. _ •-"- __ - v "zAn • r _. P -N -STA W+2A89 - 40 CbVC f _- . If � 49p Is ar m MIR w Peewee Fir 11s - -_ —. y — � I -Pon Ev1n� -_ 3 MIN _ SAG �t oo - v • - COVER - $4G ELEVV 4929Wf � -:_ a> _ ]00$ Val_ Ed WaMill ,5 HDPE _ -STEP SEWE __SrA IGFb024 '.o° — - ... -INV 490 O - -- a op 4" GATE VALVE A °- ui IV+JV Type I Itoo -1 I1 +hV 2 DI- B sO aTRT PLAN AND PROFILE__ %4�HzLLBR00K DI -3B 6 3B DI -38 10 Shu-T ire Type 7e (ff) -1 2 DI- B 10 3 Ed 3B 6 " 3A DI -3B 6 3B DI -38 10 4 A -4B 10 5 -1 - 6 calf -1 A 7 STORM STRUCTURE e SUMMARY 'TABLE C7 Not To Sosle AGO] ADD, C6_6 II CURB AND LANDSCAPING GV I 'ER, t1PICAL i 5,D 505 ITT 500 Q 01 495 490 1212 +00J 485 SIDEWALK (TW_) t 5' Bg- ar 4.0 pM- 450 --- a.o" viii DATA 7 HILLBRO_OK COURT TYPICAL SECTION �7 / Not To all O MZ LL 0 Z. LL 0 W aJ / 0 < 0 n W i =0 FOUNDATION MATF'94L HOC CARE FOUNDATION MAt'ERAL ° b 5' BF-DID R t. %iDAEAGO a Ve ATASli 4 Rch F CR.AHIE THE AFEATIONNO o?-txFT VCN LNrroASbB }11 oN FN C ER A..r v E l NEPAL Tp� re sy a l w R A 4' :(iL YGGB n " OF nS =Tams. FOUNDATION AN PEWIR SPOIL NAT C(F@=CYNDITION Vi 4 6NCK`4 mSTNBVI 01 \ rh V" Fa cir=^lu VSO:` ✓ (aVl+p V F 81 ALA i \ TO say G. rt(Tit 4ABI. AEG NIB RE! NOTE NO TAD CNO, SIR h 1 BQ AU(!(NFJ VIA ITRIP 22" OF THE WINTER FINE - NO N3 KS LARGER HAN 6' IN ANY LAIMETSDON-SPANLIF RE 4DATHA t POV aMC l41 A BA_K ILL ,SLLHE {TIRL f A KNF. SHAiL RE P F LATENT ARP C EACCgFA=C". d 6' T NU ORGANIC SHE FROZEN MATERAL OR DE IRE gIUALL PC ALLIANCE) IN TH= TRENCH 4QF_PJ ANCANS SHALT RE ONE LcEfl N A CASES DUCTILE IRON WAMS DUCTILE IRON WATER PIPE INSTALLATION IT Cs Not To Scale ( TYPICAL GATE VALVE C8 Not To Scale CONCRETE THRUST BLOCKS C8 Not TO Scale -- 5 SIZE BRANCH AND VAR6 .VALVE RDX VALVE E SAME AS WATER MAN IV F IV I <, PL66 DO VFOP O ALI DENIED FOR Ttxr yyyt FITTIN!G51 ID 9 Tk W WATER MAIN VE I A M i0o.,nc -Fe_V`L- COCOA, Lo- ON -LINE (TYPE "B -) VARES IDREADED muPpN9 QX a VELCTIONT I i ]ELIION L %A ACLL p YLI �E u i i1Dj' REAL _ AREA BLOCK AN METER BOX (5' FIG. @-RJ VALVE B X �. - - -NO. 57 STONE I G 2" PIPE SLOPED To = GRADE ALLOWS.. CA TEE ICAS EAST ARAB A H, PIPE P TAREADED TAP PLUG DEAD END (TYPE ECE ") TYPICAL BLOW —OFF ASSEMBLY NA rl=nei I If TE 16 C ACT III to, P 1 ( SAVE 1 NI Is- s RE IT ••.na XJ 1 BIG LANCCS ART R 0 ATIFErStOr I It OBLIFt ALLEAPPER A6 DRIVE ASIA AT VALVrI I USE tlo STMENCTO E I BARN a' ARTHRITIC AS RAN CARS PC 'JI BRAH A a AL n Ds at ,_, .,.. ,mss A TARGET, CONCRET TH7CST BLOCKS G_'AN = CONCRETE THRUST BLOCKS C8 Not TO Scale TYPICAL SERVICE LATERAL INSTALLATION L' /Not To Scale I A CA ART OFF, CA C 1 14 �. II IRA , +_A 11 1, om �aL IYRICA FI W UI OCK IN F1 LL APFA NT GTYP- 'THRUST BLOCK IN PILL AREA U6 VoL T -scale SIZE BRANCH AND VAR6 .VALVE RDX VALVE E SAME AS WATER MAN IV F IV I VARIES 4AL O ' WATER MAIN VE TO TEE (CHAT RODS WITH B1T6MiA PAINT) ON -LINE (TYPE "B -) VARES IDREADED muPpN9 QX i r . CAF '0� RUNFATIANE ALL FLOSS AS AREA BLOCK AN METER BOX (5' FIG. @-RJ VALVE B X �. - - -NO. 57 STONE IAA FITIING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS.. VARIES VARIES III GALV OR BRASS PIPE P TAREADED TAP PLUG DEAD END (TYPE ECE ") TYPICAL BLOW —OFF ASSEMBLY NA rl=nei I If TE 16 C ACT III o... n a ••.na nau NINN, - AT IT A IF .... TYPICAL SERVICE LATERAL INSTALLATION ARE D -9 TYPICAL SERVICE LATERAL INSTALLATION L' /Not To Scale I A CA ART OFF, CA C 1 14 �. II IRA , +_A 11 1, om �aL IYRICA FI W UI OCK IN F1 LL APFA NT GTYP- 'THRUST BLOCK IN PILL AREA U6 VoL T -scale TYPICAL BLOW -OFF ASSEMBLY _ �a Not To S ole III �r• V , A -ST eota Lt CV^ /I, O -= LA, TV Y J jllt c.�4 SF LEA 1 L; w ,A I FRIA"LO a' CIVIL N ALL .. e` 05 FYaT co g PHIL f INN �Q AN IIIH AT HAIR PC BACA VMS RJW,AP N( Tf o mwnw l- v N. II; N�kPNx r L .45183 AT�I4i s VA ARE ARC S"`N< e VITAL _ ItTAKA I FEE PC EE AN' ABOVE FACE FRETPONG CARRIER, CA I 'CAAAA A 3 E1` AITOI5 FAR ISCH 111 3 AT 0 A PATIENT wo AM HADRIC I ANAL BE LCt LT Dnr. I YPICAL FIRE I1D EDIT ASSEMBLY DETAIL_ N TYP. FIRE HYDRANT ASSEMBLY_ C8 NoL TO Seele FOOD EOURYATON. MAIFR.AL ROCKC FJU,NHhT[QX MAICARIP �I =y iTAAL 34,66HL 1 B +BRINE /i STOW_ IT C AP A01 PICK CRAP THE ALL ICE3 CA TRIP -STRAIT, BECARAD F-O SUPI RE 1RIG L PLAT UNPjDRG V2Ai ASA AII l ARp N r tTSDOch, IFE SOIL 09 f ROV9B.- d VD, EHREROIGp OR ,TRGIL FvOtIA- DATIQN IN COOP SOIL UNTDE3 CUT CONDITION ,P, Ae INfTUL:aUIr,"Y 1 ,. AEA5 ` A ac s SIRE A APPIto4Ef:$v AAS S JL RAL C °SSA °Lf 6011 PP DOTE ^1D NOCIVE SHA L 3L ADA) EV W Hip 24, L TUE WA R NeFs. YD NO AS LARGER THAN L W ANY DIAEM1619W SHIAA 8F 1LLONED ATIECIVE TITO NFDA. REACHNA L 3 HLE PHIAL ACKTTLL oHA AGE PLACED AGE ENDAPAC`rLJA N 6 Ili RIND URAGAIRRIC ✓6 FROZEN `MAt.BLRL 9P DrEHAS5 SII {LL 6 S LvWELA IN THE TIRINVICH. 4 OPjl UN CS SFI.NLL GE DLG OuT IN AL COSTAL DUCTILE IRON WA.Efi toWATERLINE INSTALLATION IN 'FRENCH Net To Scale N OA CA w z J W Q 5 Q 0 L g L Z 6 AT IV sl cu ® LL Z 0 �J J g W co Q Date /06/2015 WAR =20' sheet No C 8 CF 14 II SIZE BRANCH AND VAR6 .VALVE RDX VALVE E SAME AS WATER MAN M.J. PLUG VARIES 4AL WATER MAIN VE TO TEE (CHAT RODS WITH B1T6MiA PAINT) ON -LINE (TYPE "B -) VARES IDREADED muPpN9 - - - -- PVC NIPPLE AND CAP rvc SLEEVE - -� — Rf{ii5 OIPPTE AND CAF '0� RUNFATIANE ALL FLOSS AS AREA BLOCK AN METER BOX (5' FIG. @-RJ VALVE B X �. - - -NO. 57 STONE IAA FITIING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS.. VARIES VARIES III GALV OR BRASS PIPE P TAREADED TAP PLUG DEAD END (TYPE ECE ") TYPICAL BLOW —OFF ASSEMBLY NA I If TE 16 TYPICAL BLOW -OFF ASSEMBLY _ �a Not To S ole III �r• V , A -ST eota Lt CV^ /I, O -= LA, TV Y J jllt c.�4 SF LEA 1 L; w ,A I FRIA"LO a' CIVIL N ALL .. e` 05 FYaT co g PHIL f INN �Q AN IIIH AT HAIR PC BACA VMS RJW,AP N( Tf o mwnw l- v N. II; N�kPNx r L .45183 AT�I4i s VA ARE ARC S"`N< e VITAL _ ItTAKA I FEE PC EE AN' ABOVE FACE FRETPONG CARRIER, CA I 'CAAAA A 3 E1` AITOI5 FAR ISCH 111 3 AT 0 A PATIENT wo AM HADRIC I ANAL BE LCt LT Dnr. I YPICAL FIRE I1D EDIT ASSEMBLY DETAIL_ N TYP. FIRE HYDRANT ASSEMBLY_ C8 NoL TO Seele FOOD EOURYATON. MAIFR.AL ROCKC FJU,NHhT[QX MAICARIP �I =y iTAAL 34,66HL 1 B +BRINE /i STOW_ IT C AP A01 PICK CRAP THE ALL ICE3 CA TRIP -STRAIT, BECARAD F-O SUPI RE 1RIG L PLAT UNPjDRG V2Ai ASA AII l ARp N r tTSDOch, IFE SOIL 09 f ROV9B.- d VD, EHREROIGp OR ,TRGIL FvOtIA- DATIQN IN COOP SOIL UNTDE3 CUT CONDITION ,P, Ae INfTUL:aUIr,"Y 1 ,. AEA5 ` A ac s SIRE A APPIto4Ef:$v AAS S JL RAL C °SSA °Lf 6011 PP DOTE ^1D NOCIVE SHA L 3L ADA) EV W Hip 24, L TUE WA R NeFs. YD NO AS LARGER THAN L W ANY DIAEM1619W SHIAA 8F 1LLONED ATIECIVE TITO NFDA. REACHNA L 3 HLE PHIAL ACKTTLL oHA AGE PLACED AGE ENDAPAC`rLJA N 6 Ili RIND URAGAIRRIC ✓6 FROZEN `MAt.BLRL 9P DrEHAS5 SII {LL 6 S LvWELA IN THE TIRINVICH. 4 OPjl UN CS SFI.NLL GE DLG OuT IN AL COSTAL DUCTILE IRON WA.Efi toWATERLINE INSTALLATION IN 'FRENCH Net To Scale N OA CA w z J W Q 5 Q 0 L g L Z 6 AT IV sl cu ® LL Z 0 �J J g W co Q Date /06/2015 WAR =20' sheet No C 8 CF 14 II a TYP. SEWER SERVICE LATERAL, CONNECTION AT O9 Not To Scale PRECAST CONCRETE WANHULE BASES ANAIL PC FABRICATED IN ACCORDANCE FRAME A `9VER IONNEt]ION E E - INSIDIA ISTICA1 E O F KQ71 E sE, TFEET AUPFAAF OR si 11 OF L M1' H -PA ED PFEA ., .r AU ,,,F)r I P.. 0 6 AN COGI BLAME CLEAN PIPE FI / �E Va LAND - HIGHS BE RCS s _ M M IN 11 `L A.oTON 'FIALL BE ,IN a� N L FACT A M '� 2 ML 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B - -TNCFFT IGN IIII L PACKET D FiRREL 16i GO .. STONE F N 1 >x 1 w A.1L L r ruL c r - ,TPW,F FLAT BE rN) .[L' __ERE I ti S OF §W01mq OF NE St STORE A RJI NLLI 110 IJ TUl L YPICAL 4N =s PIPE 1G1ry CRIL If. . - INTS LI l -IT -., 11 T if" At !.t. d F LT: ILK, L = xncE mE1u1. 'n M3 SFC LlN e T HIR - x^ B ._ T HE S' _ 3 IF ANI 90Y1 a IIN ' L F LAIN Of r a� S A6P A =RVYCE IAIFNAIL CYSNNFC 1ION HE 'FAIL L4 DEIL M LD 3Y NO A YE4U NT 1(N 5 1 N ITS,rNS 2_ HEII s A J 1 IAAl LEF PUINE WILETHER IA4NH,OLE HELL fl '_ a TYP. SEWER SERVICE LATERAL, CONNECTION AT O9 Not To Scale TYP. MANHOLE SECTION SHOWING E[UEBRANCH TIE —IN �9 Not To Seale PRECAST CONCRETE WANHULE BASES ANAIL PC FABRICATED IN ACCORDANCE FRAME A `9VER IONNEt]ION FIEF nG. s -1,DFL E sE, TFEET AUPFAAF OR si 11 OF L M1' H -PA ED PFEA ., .r AU ,,,F)r S OPEC AREx —� P.. 0 6 AN COGI BLAME CLEAN PIPE FI / �E Va LAND - HIGHS BE RCS s _ M M IN 11 `L A.oTON 'FIALL BE RJ EeT rEO -FEEL 1 N S-FP c T N FIA 1p E' -D' IVIN M '� r GFDF. Fr j \� 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B - -TNCFFT IGN IIII L PACKET D FiRREL 16i GO .. STONE F N 1 >x 1 w A.1L L r ruL c r G MNEIf rF T N ,TPW,F FLAT BE rN) .[L' __ERE I ti S OF §W01mq OF NE St STORE A RJI NLLI 110 IJ TUl L YPICAL 4N =s PIPE SF W IF O EE - � INTS 'ON F •. _ ✓AIeIE -IT -., 11 T if" At ATI) 1H FI N lFL E r+ d f MC \1 'n M3 Hf - e T HIR - x^ B E J F I Ae BEYOND GAME UP Dai FILLING FILE OPLINU 3 IF LF UILI I HILL GIn 90Y1 a IIN ' L F LAIN Of NOT- An A FLUFF a� L ES DWINDLES RI00i E$ h Ax IMUM AND S,IALL He HE 'FAIL L4 DEIL M LD 3Y NO A YE4U NT 1(N 5 1 N ITS,rNS 2_ HEII s A J 1 IAAl LEF PUINE WILETHER IA4NH,OLE HELL fl '_ E%T HIP nR NCN FF FNJ F) FIAL Us 2 ALL JONL LIFT H L IJ FLA CUII fS IC b3E "LLD "6 C-13 INICE SED DUT TYPICAL MANN 101 SHCI ION SHUNING_ BRANCH TIE -IN GT5 FEE 6 -. „ TYP. MANHOLE SECTION SHOWING E[UEBRANCH TIE —IN �9 Not To Seale 5 TYP. DOGHOUSE MANHOLE CB Not To Scale ALTO IIII SOFT ISISE BAN' F SLOTEE T€ FLAW F.CNPF iu 1 VIN Q—����� R - �R NI. ILLXBLL I CELIAC I ITf Nr W I I I ISO l FI FT CNINELRINHOM I V SAID SI II1 AN -EL A AOLL CLYED AND A A F EKIFLE CON EC TON INPUT H l 1 LE10 IYPICAL MANHOIF PLAN SHOWING BRANCH TIE - IN HER 5 1 3 TYP. MANHOLE SECTION SHOWING 2 BRANCH TIE IN ot — — -- e9 Not To Beale / LSALe I PRECAST CONCRETE WANHULE BASES ANAIL PC FABRICATED IN ACCORDANCE DROP IONNEt]ION AN PART V. SNUCK e IF TURA SPEUNUAINS E sE, I Va iON si 11 OF L ., .r AU ,,,F)r GET DOGHOUSE NAME A, DEALING MANITARY P.. 0 6 AN COGI BLAME CLEAN PIPE FI / �E Va LAND - HIGHS BE RCS s _ a NEa axe M IN PAGE CUT To IT PIPE A.oTON 'FIALL BE ONTACE CAMARA 0, A, N PLUS 6% M '� HOLD 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B PACKET D FiRREL 16i GO .. STONE F No as STONE FIELDS 1 w A.1L L r ruL c r GORDON AMID NSA .16' 1 ,TPW,F FLAT BE rN) .[L' _ OF §W01mq OF NE St STORE morCHE MANHOLE BASE YPICAL 4N =s PIPE WALL IS EACH) INTS ALL DOGHOUSE COUNING -IT -., 11 T if" At MANHOLE MENVE BASE Wif ARGANAND RASHES PIPE d BE `GST J:7ID AS SLOWER VALE AFFAIR PP CANCREHE 'n M3 ON PC A SEE NON-SHRINKING GRANT e x^ B FACE NEW A MIN NEOPRENE GAMON MATERIAL I Ae BEYOND GAME UP Dai FILLING FILE OPLINU 3 IF OF smucmree 1EPPRANE SECURED MY 2 GOAL CORROSIVE ARABS, I ON Of EACH soe OF OPENING a� CAST x RACE FAIR HE 100 PS CO INGED FOUNDATION SECTION VIEW _ .. NOTES Us CONSTRU CT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2, POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP IIIALF OF EXISTING PIPE TO WITHIN 6' OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MIT HAS BEEN FULLY TESTED IN ACCORDANCE WITH PHESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N TRs Is Hs. S-1-Al TO -22 5 TYP. DOGHOUSE MANHOLE CB Not To Scale ALTO IIII SOFT ISISE BAN' F SLOTEE T€ FLAW F.CNPF iu 1 VIN Q—����� R - �R NI. ILLXBLL I CELIAC I ITf Nr W I I I ISO l FI FT CNINELRINHOM I V SAID SI II1 AN -EL A AOLL CLYED AND A A F EKIFLE CON EC TON INPUT H l 1 LE10 IYPICAL MANHOIF PLAN SHOWING BRANCH TIE - IN HER 5 1 3 TYP. MANHOLE SECTION SHOWING 2 BRANCH TIE IN ot — — -- e9 Not To Beale / LSALe I TYPI '_IEAANF0 IF DROP IONNEt]ION E sE, I Va iON si 11 OF L TYPI '_IEAANF0 LIEN DROP IONNEt]ION F1, OIL nEGEP TILIF s IN .r I Va iON si 11 OF L ., .r AU ,,,F)r AN IS IF IS, P.. 0 6 FI / �E Va LAND - HIGHS RCS s _ 3FDAND M IN OF A.oTON 'FIALL BE REQJIPE0 CHAIN MIL N M '� HOLD 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B PACKET D FiRREL 16i GO .. STONE F FR oE PLAN PIPE THE 301101,1 J PELFFH SHALL RES R-.0 1 1 w A.1L L r ruL c r . ,TPW,F FLAT BE rN) .[L' TYPI '_IEAANF0 LIEN DROP IONNEt]ION F1, OIL nEGEP TILIF s IN .r I Va iON s TYP DROP MANHOLE C9 Not To So TYP MANHOIE FRAME & COVER C9 Nun HALT 'e'N AIR PEAK ',IF ASIA F1, OIL nEGEP TILIF s IN .r I Va iON AN IS IF IS, P.. 0 6 FI / �E 5E � LAND - HIGHS RCS s _ 3FDAND M IN OF A.oTON 'FIALL BE REQJIPE0 CHAIN MIL N M HOLD 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B PACKET D FiRREL 16i GO .. STONE FR oE PLAN PIPE THE 301101,1 J PELFFH SHALL RES R-.0 1 n0 w T C1 WING ALL FiMrTzG ItL UFAIn O. E, S i uL . J OF ON ,TPW,F FLAT BE rN) .[L' _ OF §W01mq OF NE St STORE YPICAL 4N =s PIPE 1NSTALLATIOIV III TfEF_NCFI INTS E -IT -., 11 T if" At d 'n M3 e x^ B 3 IF PRO Of a� HE Us IF Is N N! .. 0 0.. TYPt.CAL MANHOLE FRAME & GOVER of EGSID TOTS TYP MANHOIE FRAME & COVER C9 Nun TYP SEWER PIPE INSTALLATION IN TRENCH INI Not To Seale HALT 'e'N AIR PEAK ',IF ASIA F1, OIL nEGEP TILIF s IN .r I Va iON AN IS IF IS, P.. 0 6 FI / _R FAMCA FLUFFS LAND - HIGHS RCS s _ 3FDAND A.oTON 'FIALL BE REQJIPE0 CHAIN MIL L,FHUNNSNA IRA LAIIIF (ALL PIP _ HOLD 'UTI, A -M 'D AD STL.9 EF V f0 14l YiLL B PACKET D FiRREL 16i GO .. STONE FR oE PLAN PIPE THE 301101,1 J PELFFH SHALL RES R-.0 1 n0 w T C1 WING ALL FiMrTzG ItL UFAIn O. E, S i uL . J OF ON ,TPW,F FLAT BE rN) .[L' IIrIC IS *FCSTORE GO PILL l 31 p 9N r il Pol Mlid e OF §W01mq OF NE St STORE YPICAL 4N =s PIPE 1NSTALLATIOIV III TfEF_NCFI INTS -IT -., 11 T if" At TYP SEWER PIPE INSTALLATION IN TRENCH INI Not To Seale STORMWATER NARRATIVE 510 The bloretentlon fadllty is designed to be off line, with o vault limiting the stmmwatar routed Into the system during large storm events SEOrmwater that enters inlets 4 and 5A flows through the 505 1-yf armed to the bloretenflon untd the water depth In the vault reaches LO', then it flows through storm pipe 3-4 iowarde he front of the site. 500 The 10 -year water surface ReMion of the bloreeenmon facility is O.Oft over the emergency spillway, providing sheet flow. W. Be wood storm Inlets 2 and 3 are three 48" pipes [hat hardpan as stormwater detmAOrE They connect 7o the Inlets ho T8' pipe. Seormwater enters role detention structure from inlet 2, as 490 shown In 5 /q0, and flows out through manhole 1, as shown In 2 /C10. During larger storm ants storrnwater passes through the overflow pipes In Inlet 2 and manhole 1, as shown In 2/C10 and 5ti 485 480 475 470 !I ® suB2MNMG raAGE¢o1EZIpE FARM (a:l CP GExuR SLOPQ EUCOUVION 1:1 OR GEOPECOM TERMINAL EN E ,S a' ?:V Cc END. DONE 9-12' $7 5 PLAN GRATEI GAEL (F STONE) G UNDEEMENN NETICARK v GEOTFSRI£ EAERIC GEOTEXTI£ SEWER PROFILE X4 -7 QCIEAnLE EARN S PEA DRAWL (p STONE) (WhO ING uxmmRAN NEI)YWK ME" BANCO AT TOP ON PEA GRAVEL CREEP uNOFAORAW ONLY(E%IENO 1 -15 EACH ROSE NOTE: FOR DETENTION PURPOSES, UNDERDRAINS WILL BE LOCATED AT BOTTOM OF GRAVEL SUMP 510 the 580 495 490 485 480 515 510 5D5 500 495 490 485 515 510 505 500 495 490 485 STORM SEWER STORM SEWER a PROFILE 5 -5A s PROFILE 3 -3A C10 soale E'wO' xode., I ° =m vest 'i C 0 soate, 1 °�0' xoda.. t = -io' vase 6aw48e 1S HOPE - 0-lR ASE -431 EE_ O ➢IV 3540 r1EV- 4E310 15" f D'E Free 0 INLET 2 DETAIL 510 505 500 495 490 485 480 475 470 MlhI FLAT TOP Gho al Channel ELEWBC 7e Digit REV-50274 saeGan umn9 CI Width s o10-YF slope VELOCITY Depth —50— slope P.0' MFng L5 8' 3 TALL 3} 206 0.3 REINFORCED STEEL AND PIAIE SCL 2 f1 1R P Alk 0 1R WSF MX 3 O_ C' 31 15 HOPE T T ttlrg Jd9l'ISLSr,X,363 - ® D.5nz �9Z36 Q IS HOPP TO SILT fi - 061 %fBpA _ aid SA HOPE- ELEV 49$0 IS HOPE 0 EIEV 4930 IITTOW wl MLIH SCRP£N C62% FRG '3 "H X '3'W1 PC C31FlCE PROFILE VIEW ti 4 win ARE VESH SCREEN SECTION VIL'W VAUL'f DETAIL_ 585 500 495 490 485 480 475 i6 DETENTION PLAN AND PROFILE 10 1 _t0 Ditch Sect[ons Gho al Channel Safe Digit 10-Yr saeGan umn9 Depth Width s o10-YF slope VELOCITY Depth slope SCC1 MFng L5 8' 31 3} 206 0.3 SCL 2 EC -2 LS' 9' 31 31 215 0.3 ttlrg -- -.- -Width -Lin ing _=1+i .. SoPe �I Depth sh a TYPICAL DITCH SEC'PlON DETAIL c(o NaL ga ScnLa V c �i ki In An E) LE ao tU z J W l 0/ W Ii IL Q LE/z ELF-2 wCZ ide 0 � O \� M Z 9E o 0 LL U J W a � Z 0 � N W D m 0 J NO m Q NO 10 -20' File No. 13.029 BORE LOU PLANTING PUN pal ME ounrvnn CENTER ON 1% SLOPE OR EITHER TREES C matteeNl Establishment ofsextH arof rodes require, chat to, fdlavmg loped, be Qp THEN SIRW nnaedakai in the nrsI war following m9lalmua¢ step 1.Can,w, @n dime amm enllan dear may ably begin after the opera 2 O PECAUmE 0 led at least Tape ft t that d 112 N f' al 2 ® Bm9DD -el Proposed l should be a t9 Ie P dc d the b y Date EARNED are mn,i stabilized with g Coca 2 Life Q Itl meet wth tM1 g' t I - prel N" A 011 'Un taE Oh,kisq the houl of due contributing drainage - had the ocid'nlet Sheet Nn • NaJ'UL Watang A needed once h Ad Am d 'g the first 2 month,, d pied a, if 3,VAAIP AZAIEA needed seeing dust a (April -0Rde de anread Shop 3 Real dean d' 5 dead hS p to 10% of the beat Edged may an off wbiEJ BUSH _— 5 PERBINIALS HERBACEOUS CARDINAL FLOWER I stlesoue from erosion aing the ccnmrr process 1p opldmment la rtpufmd are 61 staged Of sent maslnl and DIN Error of neGINfA wto Hrc trade _ SYNTLICRA96 Owning Maintenance lnsecrob: Key Main tender, Pmblame _ __ LI BEE BALM stiff mdon dead to Its oppprWfiuce di depth and dimensions . C':mwnng equipment RICRETENDON DATA IN ENT vowue vas IS PRE ..TR ATMENT m RE TRIED 326 Cr PRE- TREANENT PROVIDED 329 CE PCNDING DEPTH 0 N TT SOn. pEPM soi� WD RAIN 125 o.zs _ n Gal DEPTH 22C L cRAAEL WIC RAFO DUE EETECnVE CFPIH 26 SCRFACE AURA REQUIRED UA SURFACE AREA PRONDEC 19< Cr 'PER VRRN SHEET CAA' IAb JA9 PRO � 10 Ii QLATMpVf CE m — ' GAI 1 RASKETS 100 L — -1T' GRA,EL DIAPHRAGM . �� e ` v HER ;+a1A uUNE �H- i �� � — 941 — + + y 6 CLEANDRT q L +- t�'ij rL T �t + y T �T1 5 4 �T _ 5 _ c r� F 1 P � � V + rfi LeA9if F _ �<f m^' Q�� - J + + Ve , Le L + I r r� �1 { 1 AT- VIA� p4� P61NleY FAC'''WA S/ �8d SCt11 -V✓P'1 i = 1 entlF - i / ESCLRGENSY SPILLWAY Ob SUDI ENTIRE LFNCn / 0 BIORETE TIRE / FII RR LE FABRIC GRAVEL OVER OP PRA ABRIC OVER UND RORAN ONLY 1 -2' ON LI It HER SINE bi 9 ' v °z Cap N he In z2 Azi wZ w` s� Za m Lj in LR 10 it sK if 11 11 0 J — s c u � CENTER ON 1% SLOPE OR EITHER 2 C matteeNl Establishment ofsextH arof rodes require, chat to, fdlavmg loped, be nnaedakai in the nrsI war following m9lalmua¢ step 1.Can,w, @n dime amm enllan dear may ably begin after the opera LL roil m i For the army d month, fl ,,,nq al the T board b atbtg manage area has t- with It baby be boundary to 0 led at least Tape ft t that d 112 N f' al black t b other lots hl the bl berg constructed To BI OR I P;�I t o hope far b t -el Proposed l should be a t9 Ie P dc d the b y Date C1 are mn,i stabilized with g Coca 2 Life Q Itl meet wth tM1 g' t I - prel FsNLi I'ary One-time, p t fertflimba, Any be for plural obscure, Oh,kisq the houl of due contributing drainage - had the ocid'nlet Sheet Nn • NaJ'UL Watang A needed once h Ad Am d 'g the first 2 month,, d pied a, de,m,nd to ensum mays berm to ag'nhl deep, OF14 needed seeing dust a (April -0Rde de anread Shop 3 Real dean d' dead hS p to 10% of the beat Edged may an off may, are needed udenshrouds at the b a ¢thn Jnn IIIs I M1 fi Sam, t t 1 l aboard a d replacement or appear I V T A b. t t until ( completed So cdol warranty that andf C can us, , during inn a, d fabric, y be needed t protect lese Growing season foo Instruction The typical fre,6 below which I stlesoue from erosion aing the ccnmrr process 1p opldmment la rtpufmd are 61 staged Of sent maslnl and DIN Error of Step 4 Any pro -Leorl edits sM1wld be oxwwted first and Be,, weolea a, than trade spe efts Owning Maintenance lnsecrob: Key Main tender, Pmblame Step 5. Exacerbate or accurate should Gore Ad, the ,kids to o-oowle fee • Check to sa,if75%to DO% cover (mulN plud 0911 wrer)has been mblegd stiff mdon dead to Its oppprWfiuce di depth and dimensions . C':mwnng equipment m ad bad and measure the depth of the remdmlg mulch. shame awe mdop, with awmte road an they ah net how a it inside the footprint Chem far octal buildup at fro rot, Ideal mcphral or pdwmmlwages of the bmrdi am, Como-mmre should use d mu mien fli in larger that pmrenl9 low fresh getWg Into the bad, gnu chase for dust a,an, of School basin, whereas the Cable is split this 500 to I,CCC ap ft. temporary sells Simonrg. wM d 10-15 felt earth bridge d between, ao that cello can be exwwted from lire Ch G Or any meet or ni yeagonfluen, and replace I she harder p la Note Powder, of 1tz] sand, sal d trash in G e w,-t,,mpH cell or filter bad, and Steve It. Step 6I may be m to rip th better, pro to a depth of 6t 12 itches W nom et b e aid, Ice all Chad Than Stripe for E of any rill or pr t g I of _ entry ,di d p -tl Step J PI g t I (b M1 d. f try bl t t T S- h en k h b' f b fl t f p g dead series h a If A Ube G l p e "Ilan d ppWt el a used or... apparent, en 1 of G Ci (1th f d i Ch k f points Or d tl y p m a pp Pace ad some ts ' inches b in, "et Plp tl tltl dependency 3 h fHeader I any base tl - a d d ' congesa front PHIL betwe a ind and the later ad tblll Us, m Y a N C t logged - el n t formed s the pona sh , , d start lM1 ev of lan tons on p P Inappropriate 1 other es 0 t board t d t d M wIP the as th ,bare , paper filtration h t' s She Y D I G P am adjacent ' _ -mP pl t. I g Apply G d IY b lit ll 1 d 'eau M P tl tr t a I rb 61tt G flit (try tango top tl c the Nominat dve].Act a fare ape up far L b )_ mimmand and odd adi mal to address the reach e_ beer f I tl water j that the tl tl- s cd N t g tl not Or or mi in Good of di Step 9 Prepare planting her,, far any Face and chrubp ne the veg,tofp, one Had pupose of the prok rote see If Tom I, lending morA the y down enter wordlnfy, tract any temporary Nght'on. Ib the cast If there 18 standing water an top, but h ml E 'n. than them, I a cormid suit 1 do If Up federal and ahead pipe indoor,, tend a drop 10. Fl m anam G b ( a I turf). depending . star then the and d ' must be III d 11 A t p snaked g on The d yin If culd or Ad mi ell be used in lieu of a Thand Ge m,kthm will Rsmdw accumulated emdtmmt one ON 2 W 3 ini If sand 1Add the upper 8 W need to be metaled poor in aware (Step 9), and 4me, arts III hove to be out if 12 None, ofwa. Ge mciting HI install The plant,. Install Good dicks train 3 Bches below To surface to the undedmfn di This Stop 1L Instal Le plot materials as slaw, In the ldndmping plan, and water them mdusm me onei emcenVhtlon of fees In the media hod and proi quicedm during week, of no red 'or the first two mono, dmwdcwn C.nm. Send wake me be ImaIIW by dxwwlPg w angering (using d tree auger or alnnlm WI) risen to the growl storage zone to create eerhml Sep i2 Conduct the Mal panel inspeNlon . d9 wfish are than fled with a clean o d-or ea ,re, Nod all Add 033 convey used or ,1m or p 3m d me for bmrerem en madld) A Inherent numbm of as or,,, ofeueacea Congo dimension shand be installed to meet the design dnaiering time for the adl ly. • demsve and replace same or all of the mil merit, v °z Cap N he In z2 Azi wZ w` s� Za m Lj in LR 10 it sK if 11 11 0 J — a � � 2 C O C LL 4 0 � Date 04/06/2015 same Sheet Nn _C10H OF14 de No. 13.029