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HomeMy WebLinkAboutSUB201400092 Plan - As-built Road Plan and Comps. 2014-10-31 _, ' GENERAL NOTES' �' • REDS BLOCKS 28 & 29B a ` 5 WNEFVDEYELOER' MARCH NCWTAIN PROPERTIES LLC CIX?ALT. RAVE BROOCVAN ri aW u1I - Croozzet, AB22932t Circle. Suite IGo ae eTRAIL VILLAGE 2RAI 021-9515-9093 62 y PLAN PREPARES (1914 ROOMASSGCIA)E$ AS-BUILT ROAD & UTILITY PLAN ¢D oG CNARLOTIESVILLE VA. 22902 y Qa q TAX NAP PARCEL NO: A PORTION OF 055E0-01-00-000A1 `9 G) ai' LA ZONING' NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS GENERAL CONSTRUCTION NOTES f�a 1' 1FYp OF ZW-04-024 APPROVED ON SEPTEMBER 14 2005 _ Q 20 1. ON ALEBOARD OF. 20fI. THE BOASUPERVISORS APPROVED A SPECIAL EXCEPTION ]. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY. TO AUTHORIZE INCLUDING COOECTION TO ANY EXISTING ROAD. A PERMIT SHALL BE Dq A VARIATION FROM TIE CODE OF DEVELOPMENT TO ALLOW APP OVAL OF FIVE FOOT FRONT. SEE OBTAINED FROM TIE VIRGINIA DEPARTMENT OF TRANSPORTATION MDT).THIS AIM REAR SETBACKS FOR SINGLE-FAMILY UNITS IN BLOCKS 25 6 2w. PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REOUIREIFNIS OF TIE /S; J( ii ON GET. IL 2014 THE BOARD OF SLPFAVISORS APPROVED A SPECIAL EXCEPTION TO AUGWRIZE PERMIT, SSE ANY DISCREPANCIES OCCUR THE REOJIRElET1T3 W TE PERMIT R p) ` SHALL GOVERN. 1�1 LL A VARIATION FROM THE CODE OF RC!WITHIN ID ALLOW ROOF OVERHANGS AID 10 EAVES TO ENCROACH OEIT 2. ALL AND STANDARDS METHODS SHALL.CONFORM TO CURRENT MYI Ci IC2 TIE FIVE-FOOT BUILDING SETBACK(NI THIN BLOCKS ZB S OOB. SUBJECT TO THE FOLLOWINGCONDITION SPECIFICATIONS K0 STANDARDS OF MOT UNLESS OTHERNISEPROVIDED NOTED, (n LL� 3. EROSION AND STATION CONTROL MEASURE SMALL BE IN Al FIVE FourOVERHANGS AND EAVES SHALL NOT RpStT f(Al1HEA THAN RE (1) FOOT INTO THE INSTALLED WITH TIE APPROVED EROSION CONTROL PLAN CONSTRICTION. SHALL BE G ON E FIVE-FOOL BUILDING SETBACK. INSTALLED PRIOR TO ANY CLEANING. GRADING OR OTHER CONSTRICTION, FyW at g d, ALL SLOPES AND DISTWBEO MEAD ARE TO BE FEATILIlE4..SEEDED AND IV�A W ELM(LSD BLOCK 28 - 9 SINGLE FAMILY WING A LOWING \\\ \ \mil/ t .- 1j- h MULCHED. III 6 SINGLE FAMILY DETACH D UNITS l 1 ^✓/'\/ \ I..` Y' ', )-,.. 5. THE ONAILw ALLOWABLE SLOPE I9 21 MOFI341 O:BETTER ARE E WERE `2 �� f / ` • 1 11 I THE H RIP OBTAINABLE. LESSER UATI SLOPES OF 1 1 VENTER RE TO BE AA SW BLOCK 29B-11 SINGLE FAMILY DETACHED 08175 / 1 .-i \LL 'Nb 4 7 '�' ACHIEVED. I--A g 2 4 SINGLE FAMILY DUPLE(UNITS / �� ^ 6. PAVED. RIP-RAP w STABILIZATION NAT LINED DITCH MAY BE REQUIRED WHEN FF++-� O \ / / IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE. IT IS DEEMED BLOCK 35A- 2 SINGLE FAMILY DETACHED WAITS / \. \ Alln•IPNdR M - /z. NECESSARY FF 3N ORDER NTRO TO SIGNS SHALL A DRAINAGE O ul iATM i t \Y/ , �N1M6N *7- I„ O / T. ALL TRAFFIC CONTROL SIGX9 SMALL CONFORM WITH TIE VIRGINIA MAWY FOR �y '\! BUILDING SCENT: NOT TO EXCEED 2.5 STORIES ,, ESE• ``♦ \ UNIFORM TRAFFIC CCMR0.DEVICES. DRAINAGE DISTRICT: LILKINS'HIXE CREEK qN �! B. CONCRETE UNLESS O PEI- NOTED ALL Rm01ETE RIFE SHALL BE NEDNM[ED \ Y 1_I y ' LCA PIPE F UNDE IL RGROUND WATERSHED LiG(IAVKXE CREEK �� 9 AL EXCAVATION THE uxDEPO10MRG RIFE INSTALLATIONR PART COMPLY WITH OSHA STANDARDS FOR TIE CONSTRUCTION BNWSIRY(2➢UR PART 1026). REDEEMS TOPOGRAPHY: LWISA AERIAL SAVEYS AUGUST 2012 T c . i°17 CO,'Rood F 1 • r�_,. .` ,; SHEET INDEX awar„r b 4PCXR I 19 �457 EAi &&aN SUBMITTAL. > f l 1 I \ I �1m,m DATUM VERTICAL-NAND BB HORIZONTAL MD W _ \ s Ks ' �o PIq DM ( H ` i. )j b i SHEET 1-COVER SHEEP MEM DAM CRITICAL SLOPES' NO CRITICAL SLOPES EXIST WITHIN TIE PROJECT LIMITS. `�\\ .N� ..,{' DMaggM4 casemsam FLOOWLAIK iNtS PROJECT IS MIT LOCATED MITHIN FLOODPLAIN LIMITS AS SHUN W FLOOD 1 \ '\ \ • P' ' P.( •WIC siecEEx�SRAeunec I- m.vm.- IKSIPANCE RATE NAP COMIMNITY PANEL NUMBER 5f0006 0237 D. 1�� I Q' F•Mmy12.2016 EFFECTIVE DATE FEBRUARY 4 2005. / r' �• - �' �x. •WIC1 b�` LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS. SCHEDULE AND SPECIFICATIONS NOTES / ' )1 7} \ I 11�aLIM MD DETAILS, �"' '� C- \ I-� TS- •NIC S1�R B (ao[7PXATF LOTS 1 TMU 15 OF BLOCK 2S 6 TIDU 21 OF BUCK 29a AND B AND 9 OF BLOCK / , M 14 WA EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2,1 OF THE \\ ALBEMAILE CONTY ZONING ODINANDE, \` ♦ F 3. r. •NIC) >s(-XXX)AGDHG@MJ' LOTS 14-20 IN BLOCK 293 MILL FRONT ON GOLF WIVE. / f �- •NIC• TE .±4 I - NO EVIOFAFF OF A BURIAL SITE NAS FOND W THIS PORTION OF PANEL Al. 1 -`� \ /�,•� •WIC - DATE THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL-FORESTAL DISTRICT. ( JA N.31.201{ 1 �\ THEE WILL BE NO OUTDOOR URGING ABOVE 5000 awes. �U \- SITE / •NIC - ). PLANNING COMMISSION APMBVAL OF BIIDHIN LANE- BIRWIN CIXWT. AND D RWIN DRIVE WAIVED TEWIIEMENTS FW �, \J SHEET 9 GRADING PLAN SIDEWALKS STREET DAPS AND RJNTING STRIPS SUBJECT T TIE FOLLOWING CONDITION j __! -._ '/ Al SIDEMALK TO SE PROVIDED W THE IRIRTH SIDE OF HAZEL GROVE LASE OR A 'CLASS A. TYPE 1'PAVED PEDESTRIAN I PAIN TO BE PROVIDED TINWGH OPEN SPACE ADJACENT TO LOTS THAT FRONT w HAZEL GROVE LANE. -�I ��� . �^ `�.; -- . Y �C A I I :J SHEET 9A-A8-BUILT GRADING PLAN [ /F I / I \ p\f�1• �2 �`µ`- ./ SHEET 9B-AS-BUILT GRADING PLAN `(�\\ t. i ��___\ 1 I`/1 G ,�J`--/% ,•ems, SHEET 10-GRADING PLAN O � "I-ram i l\�, /� ', 1 >,, SHEET 1OA-AS-BUILT GRADING PLAN mZ - z '�'- ram:./N ` �\ i a 1 � SHEET 10B-AS-BUILT GRADING PLAN RI GENERAL CONSTRUCTION NOTES FOR STREETS .7 ��' -, 11 1, N j o SHEET 11-AS-BUILT ROAD&UTILITY PROFILES 1, WELL RE-iiw INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOMENT \ \ \ \ 1 1 171.WILL MAW BV TIE CwMY. TIE CONTRACTOR MST NOTIFY TIE -^ GI SHEET 12-AB- A�DEPARTIENI OF COMMNITY DEVELOPMENT UR6-40 HOURS IN ADVANCE OF THE `I 1 0\ Rte 250 , BUILT ROAD&UTILITY PROFILES LLSTART BF CID STRETIR. Z _�/�\� �• /`�� `5 �T { 8HEET 13-A3-BUILT UTILTE PROFlLE3 N 2. IWw IRE. THEIW NT ANE 6SMALL AVE CTEPTESTIOX OFFE TIE ROADBEDTIE O \. /•\L�-I \ �T/ .`� �'r .�SIBMIAW THE IE COUNTY. I A PAYE PCBERE TENS N FDTIE w TIE \_�� ,1/� ` Yam{ 11 1 L SUBGRAW BOIL, TEPEE qY COPIES OF THE TEST RERLIS SMALL W -{ \ \ 1 'TL (' 1�_ In- \ ) I SHEET I4-AS-BUILT UTILRY PROFILES&DETAILS NOTOSAITT TO TIE COUNTY. IF A PAVEMENT SOIL ALL T f0 OR GREATER IS = 7. \ 4 I �'I Y J OBTAINABLE. A REVISED PAVEWB]IT DESIRN SHALL BE MADE BY ROE \ T. V�,4�-\y�- 'L 1 ' DESIGN ENGINEER MO TERDUED WITH TIE TEST RESULTS FOR WI APPROVAL. / \_ ,�.\ \ t Xf I ,( M', ✓ SHEET 16-TOPICAL SECTION,NOTES&DETAILS (�F;, 3. SIWACE DRAINAGE AID PIPE ISSNAAW HILT RE RETAINEDOACC WITHIN THE PUBLIC RIGHT-OF-WAG OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY TIE OJ' S RSwTV, ALL DRAINAGE OATFALL FASPENTB ARE TO BE EXTROED TO A VICINITY MAP •NIC 3�RMEYYY%X70151✓�iN6701�NO CBBYJd�4 W • BW8ARY LINE w A NATURAL APPROXIMATE. m D]L A. GUARDRAIL LOCATIONS AAE AWPDXTMATE, EXACT LOCATION AND SB O! W °DESTRUCTIO END TREATAENTSG MILL BE FIELD VERIFIED AT TIE TINE OF SCALE: 1Pv1000 FEET •NIC$11�[HRJ4MXXY.?f P. !rA W Co SHOSTRIICTI.I ADDITIONAL GUARDRAIL MAY BE REWIRED AT LOCATIONS NOT y� ,(� O Q SHOWN WEN. IN THE OPINION OF THE COWRY ENGINEER.IRED. W DESIGNEE, IT •NIC ECKNEYXYX MGBD4WHIO AP- 7 nA/'i p cc W N IS DEEMED NECESSARY.FEET OFFSET GUARDRAIL FROM ISH REQUIRED. IT PALL BE /yN((\J1 /O W i IF GUARDRAIL, FOUR FROM IRE EDGE OF BE INCREASED TO THE FACE /may T W �_JB( 0 OF EN C7) F. MAD ROADWAY sxwLOER WIDTHS SHALL SEINCRFASED TO AREA SUMMARIES SETBACKS •NIC µlwau J.LETBLIILH SEER R FEET. 5. WHERE CESAN CROSS N ORAL TO APE INSTALLED. ALL RESIDENTIAL DRIVEWAY BLOCK 29 BLOCK 29B •NIC uE"^Msm-0 ENTRANCES SHALL SECTIONS TO MOT CO-9 14. B OR El BLOCK 28 BLOCK 29B BLOCK 9) („K E. WHERE ENTRANCESCROSSAL SHALCO•FCORM TO HOOTINSTALLED. ALL STANDARD PE-1. LOTS DRIVEWAY FRONT: 5, FRONT: 5, (LOTS B 6 9) •NIC• 4'Va �4YLod LOTS 1.728 AC. L015 2.524 AC. J J T. C6WIONS. WITH THE MINIMAL PAVEMENT WIDTHS SHOULDER WROTH MO DITCH - FRONT: 15' SECTIONS. ES SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SMELL BE RIGHT OF MAY 1.475 AC. RIGHT OF NAY 0.989 Ac. M SHE; 5' M SIDE 5' •NIC• . 'U' ••< 40ac '„ •. M'c'I H:. _''•" _ STRICTLY ADHERED TO. BIDE 10' B. ROAD PLAN APPROVAL FOR SUBDIVISIOS IS SUBJECT TO FINAL SUBDIVISION PRIVATE ALLEY 0.305 AC. PRIVATE ALLEY 0.354 AC. PEAR 5' PEAR 5' PLAT VALIDATION. SHOLLO SE FINAL PLAT FOR THIS PROJECT EXPIRE PRIER RP♦j1. 15' •NIC.e NOT INCLUDED /W� TO SIGNING A9 RECORDATION THEN APPROVAL OF THESE PLANS SHALL BE OPEN SPACE 0.05.9 AC. OPEN SPACE 1.082 Ac. W HILL ARE VOID, 10'SIDE SETBACK N 0'SIDE SETBACK Ci1 R. ALL SIRS w OTHER REGULATORY DEVICES SHALL CONFORM WITH THE TOTAL AREA 3.625 Ac. TOTAL APEA 4.949 AC. IF ATTACHED IF ATTACHED J//N VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE DENSITY 4.14 W/AC. DENSITY 3.03 W/AF. APPROVALS OATS O< ALEEWACOUNTYE COUNTY ROAD NAMING AND PROPERTY MINISERIES wOINA NCE ANDNOTE:A RESIST FOR A VARIATION TO REDUCE Tiff SETBACKS IN HANDAL. BLOCKS 29 6 298 MILL SE SUBMITTED SEPARATELY. IB.TRAFFIC CONTROL OR OPER REGULATORY SIGNS OR BARRICADES SHALL BE D(DARII@LTOFCMUI°MYDEVBARIBLT INSTALLED BY THE DEVELOPER MIER IN TIE OPINION OF TIE COUNTY BLOCK 3SA (LOTS B 6 9) ASHLAR AVENUE ENGINEER. w DESIGNEE TREY APE DU'SD NECESSARY IN ORDER TO PROVIDE (PHASE 3 PORTION) PARKING 19ANwwG/ZONING SAFE AM CONVENIENT ACCESS. LOTS 0.474 AC. LITHE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPI SELOM RIGHT OF NAY 0.69 AC. THE DESIGN SPEED. OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. RIGHT OF MAY 0.243 Ac, PARKING REQUIREDDR3wFIIGV3 12.AST STAND/GO CD-1 OR CD-2 CROSS-DRAINS UNDER TO BE INSTALLED UNDER22 SINGLE FAMILY DETACHED @ 2 SPACES PER UNIT FOR N BEDROOM maimdd SPACES REQUIRED THE SUBBASE MATERIAL AT ALL PIT AD FILL TRANSITIONS AND CRAW 6A6 %UVATE ALLEY 0.000 AC INBI$110WAS FILE NUMBERPOINTS AS SHOWN ON THE ROAD PROFILES. 10 SINGLE FAMILY IXWLEYES @ 2 SPACES PER UNIT 13.A VIDEO CAMERA INSPECTION IS HEDUIPRE FOR ALL STORM SEWERS ANTE WEN SPACE 0 000 Al. LOW 1 GUEST SPACE PER EVERY FOUR DUPLEXIFNTIS)23 SPACES REWIRED BOARD CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDT DR COUNTY INSPECTIONS. 8053 THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH TOOT'S TOTAL AREA O.Z1l AC. TOTAL SPACES REWIRED'57 SPACES REWIRED 0®MIT@ITOFFWBREBu•11E VIDEO CAMERA INSPECTION PROCEDURE AND WITH A MOT ORUNTY CO '‘ INSPECTOR REEDIT. DENSITY 2.79 W/Ac. PARKING PROVIDE 14.ALL PUBLIC ROADS SHALL BE DEDICATED FOR PUBLIC USE. FOLLOWING VWT ALBFNN$E COUNTY BENCE ALGHDRTw INSPECTION AND ACCEPTANCE. NUMBER OF PARKING SPACES PROVIDED ON THE LOTS=BI WAGE SPACES AN)52 DRIVEWAY SPACES NWBLH OFPAWING SPACESPROVIDEDON-STREET'ON-STREET B SPACES VA.0@ARILENTOFlM UN N8P011RA11 1 TOTAL SPACES PROVIDED-121 SPACES SHEET \ NOTE'ALL SINGLE FAMILY WELLINGS SHALL PROVIDE 2 OFFSITE PARTING SPACES / 1 of 22 ADDITIONAL SPACES ARE PROVIDEDW S O UTILIZING INTERMITTENT IBEET PARKING /� '„— _,)- it..- // I /--*,4„. 4,_1 • :::::: _ F Fa J I �rf"'"mom ,/ i >/ ;' : O- '• 1Y)p,_ i=4E'9 �j / *' 4f ' 7 _ '''S..--- ----- ---; 11*'\---' ---- -' '/°19.7/‘-7------------------------ 4 ` • i_ / (// 1 1� II\: 1 ; //fiiiI a ��� ham., ����`' '@ # . I a i a .ti / - 1 / ,•- .4 ...,, r ,, li 1/ "' .J./.... / i 4 ------,, „ lip •*),:‘,..4t Il I j /t i i 1 t. 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VI'''''' \\ Q �� s \ \. \\74,-r--.-,41 ,17je--„ \ %.\ ill ® ' t , \g N \\1\ ,,,',..s\.,, i i \ S. a 12 \1011110 aR 110, \ \\ 0 \ \I )) '' \' 1 r ! 1/ 2 'a® m c ` \If i m `\ 33 ° 0 cn 5kr,kk\ > ---, m \\\ \\„\ \ :,,,, o ,' 0060, \ co ,, 'i '1%, 1 i 1%.,,,e.„ :r7 11) \ / ' ------ --. : Z \ \ OLD TRAIL VILLAGE BLOCKS 28&29B` r lif q0�qp pp iv ROUDABUSH,GALE&ASSOCIATES,INC. mp AS-BUILT ROAD & UTILITY PLAN a ° a a 1$iv ENGINEERS,SURVEYORS AND LAND PLANNERS a Oi i 1 a W n-I - lily —;, SERVING� E PROFESSIONAL CORPORATION SINCE�t BI6BN I3 W AS BUILT GRADING PLAN p1 888 V 914 MONTICELLO ROAD-CHAFILOTTESVILLE.VIROINIA 22902 ° ALINNAARLE COUNTY.WOW. + 0 PHONE 4&FW7-020G-FAX 4H4 &!�?a0-EMAIL NVFO(�RWDABl1SH.COM '� • SEE SHEET 10 •• \ yh��.1 n-Marl, ;/J. // /Q1 N`1� \\ l 1 t ( \ v/ 6t1 l W \\ / ,� Loyd o� �A \\\ ) ( p 3, 0" ,�i 4 . ' a<�3 \\ le gc, int, . OU ti,/ tl /ai/ LOT 6 ' 19\\ \ /i- `�\ V) 1L2 `\ Q9 4 '4' .4.% LOT ' \ / Q p, r LOT 10 �r . f• , LOT8 � \ \ y ' '/aP 4p,�/�.r, LOT 4 a� " d�. LOT9 `\ \ 1 a/ \\\ 00j� �.:..: oEsol RGM fflrlvaeE4' , \ \ ! \ pRp" ��'y/ /,; �y Asaat Inn mneBB[ ry' \LOT 9 s AS-BN.1 MN CEIMPLx r % / \ °° �3 LOT 10 �� ma BGM COMM \ si \ , 0 p it LOT 3 .� c-S\ \ \ �N 42 LOT 2 '':`! ,p o? \ '. % o- \ AaA me �' / OPEN �P LOT 8 , W aeee ro tJr V\ W 4 w` V.7 ft�5 SPAC J, a a � i LOT 1 dA-- � aACSAsser, 7, - \ Z W4556ro1A LOT 11r a. 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Gas IC $ V m < )DP.6eT.09� 8::% 1W•nm19 eR p D a - 9 r ` El 4 s s;.� - BIRCHIN LANE PRIVATE ALLEY PROFILE, N c�.g 'a & S m as 1°B1 et STORM SEWER PROFlLE#1� Y— 2 m J °. § r g s tm�� °'t•.aT6 ago no H �D NS xllamr .. ._ SYVI ---- - Y YIN Q t s--1.a� i �',+��.. ;�T_ � :. COVER � drfiP CD-1 7 665 ki QIMON 39.1-15 Il'E 0 04 e ssaw/L em aw :.»x"Ij $ 5 R • 15•H[FE /8 109E-14• SENILWa1RIOLeR1n RIIVE9aT -.—� StiyB.&i x .� lkrt. 81 BIOPE o 130A INII1N01sRT01119x113n1n -- , am °II tlozoasa 6II _xio 1—ro 7 .'1 $_ t 1a7. m m m 18T,1_VJ 9 1 rn c � 11 s oQ y 2 ex ea) DAV �8,,� $ ., 2 rm < ti-PJILi GRADE G IX O'SAN.S VI. I • iw 'IWO ! g CC .. I. €' - 2 .$ DSIN(RADE ay ., niEnamrn -4 1 �7.m T. - aF-11 0p69 AO-ahT i. 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It a0 lam 10.m 11am 11am 12.0 1f•m 1J.m 7l.m 1Mm *66 16gm 16460 STORM SEWER PROFILE#154-UPPER BALLARD POND • 11 DATE AS BUILT SANITARY SEWER PROFILE #14-#11 p-6AA= L-25 satos' 12 ES-1 TOP ag.un.i a0 &it-15' January81-2014 LLc1 v ^ 'OPE•1272 <.1----,,i),i, .„)-g, .P.','.g2,,. ,;„,.!.g.., • 707 ,. n (Z © 7m S� I.CQ 675 it! 676 « {L i--50' Horizontal w ti • s 616a '" ' 6o i'-5' Vertical 1 :-- ! 1' 8•d1-0o' .- - E, t,�. o: 3� S o4 NI a--.1 e90 �� r �._ i . 1 OP1 6°6 lam *no lino nno m Z EXIS NG 0(� > .-CRAUF ' L� .. 1 NCRIIAI 11111111114..._ • , I CC NNE'o3 To s� rsE=s�aso AS-BUILT ea a y+s 4.5 �Nin6ex f' D. STORM SEWER PROFILE N W P°"o670 STR#148 TO STR#134 J • a1t m a-3A•L=zs Y J EL- M ii ./�Ate�yaw fn.febfc ND v�eP---6ese+ ao � O a See a el Sp cifeallier• ".�'L-6. 0 NOTE: n• ee+s9 m n. PMCH�E Vo6T OLl FOR ta- '^ AU..' BfOfiM lEV91llE18. 616 1.11 ae Wp JOO67e 11111111 676 _ a g QII 177.1 Lr.Or 6' IL I114.6 L �OF 2 )50.5 f.DF V ...C.`OF rQ yyp I,., �I _ 8�"IC.�. _ 0f.Or P.V.C.•n76o ..• . no erp CC _nSOL r �a $": � S ym P.v.c •ne7s y)o W W a«4 eP l� J_F— 3 4.00 am 1o,m logo 11.60 1Nm 12"m 14.m lsroo HOPE-s-o os •--I fa 11?-16• �= Q i _ i e76 roPE i 6.50 676 a ` 6- MS �mJJ�� i '�''^_ncrgi 0,Tfl OF VJ A,ll v m� o'4 a�M `1',, �02 �c� 6)0 � yp Q 1�' g<< ' I� 9ta a • t i a u , > 1 en 1040D 10.m 11.m 11nm 19.m MOO li.m 1340 WO 1M O WLUAM J. LEDBETTER 1 ',d`4 Lc N•,tern-e ti6" jC Sg `4y eo 666 1040 10gm� 114011 11460 FILE NUMBER 3003 SCALE 1'•50' IC. IOU N fill SHEET ,\ / 13of22 SANITARY SEWER PROFILE EX. LICKINGHOLE 21-EXUCKINGHOLE 15 AS-BUILT �j m " _ - 0 m STORM SEWER PROFILE ¢ $ LIXNStlE-15 00 FRAM-16 11 18 LICIO x t-19 LIgp O� O6 _c::5� A6Jt,1 Top-6W A6pt Lp=66.0 En Tc9.661W A6jat ILpsttS byn Y[p-6669 R 'Y,L [9---=9 STR#125 TO STR#123 r/5 E<Top-663W Ex 1p611�6 Fa T°p•6]I.25 En ..-e]616 g Et T¢-e61[I Ex RF668.P] ,6a iopeHt=6.0665 .. - Q[f]F L=RO' `C Z Om Es 11.15.75 L=666' E,.HL="65' Ea =12.3P Ea NL=6.14' Ea.HLil.11 Ea HL=16Y ErL-11 m Zi :___ ,LDP A. AAY,im H1,163' MintedRL.]d,' M6,1,6 HL:.1YALL ADJUSTED MANHOLES MUST BE RETESTED 1 IMIPPIral 6 n t ta § ll 616 119001619 bi:M11' m MIse•RisE llj LII aS- 665 pins g20 If/ ! m y HOPE 0 151i 660 S i m MAXIMUM PVC S/L /=�i 50R§ m $1 m= O. II \ COVER IS 15'. 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PAVED SHOULDER 6ET:IRN =rem ism Tr'= n yyyyy"4��'0 //// ... _. -,.... is°°°''"'mDi 9 flat USE rm1 srAWL®OPEN-caArm Da,NMz uxEa1 =� ` I r I .lEl,umra,.zofa, u,.»...r o.....,m.n ftwv[RvRro.WR 6 PAVED SNOYILEIL 9E6,KN r mim�an.o ..y,mm d un ua,mu<ma A_ C • CURB MO WWTER SEMEN NON-PERFORATEDaR e.2 ,,,,, `^' 0x;`!` .sly aR3 & _-•.. a ,,...». ti..e` .,+Yy ...,., .'w..,.. 6 I „ _-9 U I'-SO' Norlmnte] (6'•5' Vertical Rigiga I- dtiv. a`i a../4lld//.d/!— m mn:''R .s... m..... .-., .• � - - p *wens RI �lAD:. Lx COWL mw...^..:$'u" oue�.em.»o..ov TES °��"m wdrm IFCR USE WITH SI�r7ID g/LY➢afMlAaE LAYER/ , /fW a c 1 AS .�rE _ l •0...1 'r _ "'"..m:.e':'�� 0 NOTES: 44 I/8 -.gg -I IaF z u+ y v` ... e.w""u` .'�eN'4. Ar m ., `�/ maLRMJS N GORE was o—F m N 100BRID OF 08O/P 5t�AT •.0 riou Y'u-'mw..� , nnn P wax 1.• STANDARD COLORATION 1➢ssEADRAR6 '"u' �a ..um:.re.u°.vncL. �io.�mvAm�.e...• ����' '�"m—y 3TlEfJ m CI .,mnw cwourmn,. I _( N QSTANDARDPAYEA�NTGEDRNN . a,i` ar.. :�....,. ...— La 1 g� W •o•m•,�ravP••R• L. se 's serues STANDARD PAVEMENT EDGEDRAIN ` mmlf LL AS-BUILT AS-BUILT AS-BUILT m, ��^^^� "n TYPICAL MANHOLE FRAME&COVER W 0 O STORM SEWER PROFILE STORM SEWER PROFILE STORM SEWER PROFILE#148-#144 wss.O 0 Q a 5 STR#130 TO STR#152 STR#128 TO STRF1#126 TO15 S-]&L= a-39,L-6' of-Sl L=25' m Mafia-_-same m m G =oP 6ncm m Is.a c.D.41 Cab b 5^- 696 OUTLET PROTECTION SPECIFICATIONS 0-:,L=25' 0.• • 6vcw Im-696W 101,-69n39 -69119 AL GRAD. T{p rWQr-mE 4 J_I- 11�. CO OVERSTRICT 'P16 B J OVER 30•'PE N-Uff AS ..I1G461L r— t TOM 615 fits 666 III m NO m WLVEIiR DATA PA4EYOli PRnPD5f0 PAVEMENT � F 13{CY fl 1{tIPRM . . OUTRDN' /Y, 6 OE cCNNECIS 1i01'= 0 P 1 16'NIN UfPTH off »-36• M 6•ot w]I.I "STa/I BIln16N681NXAlE WJU;DERLYNCFf r wOi°56.1 .6 RElIOLE fASM1Nc EDRaNC SURFACE COURSE B ' 7 ■ R Willll■ A N, WAIFRTGHf10 !'. f/ �• SIIPfAFf aMFASE 11' O< t m5 IJ, I��I m m t"J � m 606 n PREYEPAPAY RUNOFF FROM '�• — ,APR IaI/%, r.r a,SURFACE[ORS` us Sr 15 HOPE O,Tm61: _ 39.1'-15• �— BA9NA1 �� ��,E-.gym PAL£MEN I BD OwD 675 HOPE O 1530 6)6 db 6)6 ROPE O DSLO /'�V./ ( ' . BeitiW JOIN!W A6PH A 'l 24 GT 1 RPRAP'v'„"`.OUTFLOW iA. CM AC-aTs' .4:2.. 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T ro,a'-- .. i, eI(fwl M;qig Fwl95D GLWE {� ill �A� Ta.FL �� Bax +bApY II..O� a j�WB SIp2 ST19+2.i�K F531wE �1 Cuba a _ A@ws!BL iE TALC BOX W/m DUAL Smm(£ �. �`,...(,., :.>a-i, ��O ®%v" +(MfiL °soon no Brow R wE Taal. RRmE ALL Ennami x �� :.Ps CONC.BASE I W ISR.Y ll(p d flA hO EWAR JKFIIN '@ II' �� VlV°AE� TM SI013. 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BAND BEGONE AN2 A T SHALL CCRMRJST:.• u/ Irif. 2 MARIAN A P MN.COM FREW ME KAN TO THE FIE HYDRANT ABOVE THE NW/DAOTLL BE CORED AW A f1F_ll 01E - ( R�mRR11) 3.111E RURAL°ACME SHALL BE PIA®AND COUPAc1E➢m e•LETS 4,r:J� CRw ECPOV'BOOT a® 1 TWS® SULL SLOPE AWAY FROM THE FIRE HYDRANT MD ANC(SCARE OR FROZEN xAI F]ML m DEBRIS 91.VL @ ALLOWED - ISTAIlm L VALVE BOX. w THE TRENCH. • NY.CN RSlo NW.50 AR IS GATE VALVE NO AILDNFDSm*11000 ME i191RIIDR Rt ERIND THE R101. D.BBL ROLES SHALL BE DUG OUT IN ALL CASES. WRUAM 1. LEDBET ER 1 n av M1'.1 F 5.THE HYDRANTS SHNL m INSTALLED AT LCGPUS WHERE WIMP LID NCH 1•AI-B NOTE:x 10601EµE VALSE BRCS OWL TOO w JLtl D:a HOES M ABOVE THE PAEVAA W W"ING OWAlER EIEVATRL IF TYPICAL MANHOLE PLAN °1hN0 LOT()6 ONE HOVE OWE Arnow REARED TOTH BE IN NET AREAS. E VEEP HOLES SHALL BE DUCTILE IRON WATER % strn TYPICAL SERVICE L�AND THE HI RAM S ALL DE PUMPED WY. & _SHOWING BRANCH TIE-IN TYPICAL GATE VALVE LATERAL INSTALLATION TYPICAL FIRE HYDRANT PIPE INSTALLATION3 BEDDING m Z NTS H w-S Fla W-6 ADDED FEB.10.LINE ASSEMBLY W-4 DETAIL FE 4 FM.5_I_B m-10 TD-19 TD-] 10-n -y To-2 ad IL GENERAL WATER&SEWER CONDITIONS rw.HRr 14 2013 s'PRIVATE wK 1 I. 55' a-D-x I N} 0 tq 03 I. ROW MALL DE SMELT TO 1H&tl:ION Br Al 50100E CRNTI SPRITE ALNRBITY CASCO I)RECTO6. RAI I 0/ T Bn OO PSI RIM OF [ 2 J co W TTIE IE START NE`SWS'IxF RP ROOFTOP 1K Rtl'FH SERVICE AUTHORITY RFILNtS AT 3 / MIRY SLIFFACE l 5 SIFB 5 LCURE 1.1 S P 3:! ° 3 V EGTb D R 1.5'Sf9 5 V1I 9I D I�EI 9:f V 2. TIE LSEATIPl6 OJSTIW UTILITIES ACROSS FIE TOE I'£TIE PROPOSED NM ME MIT MECESXNLY �f/A f 1/4': 1'+ car I f/4':] / f/I:1,-9- 1 r O> 1 SHOW ON TIEAM MERE 9LLY AIE OVEN AVPHVI.MA/ELT CORRECT. TIE CDYNRSCI0T DULL - /�.� +{�. C ON IIIS CM INITIATIVE LOCATE ALL M�'MM LINES MO SRLNHES AS IEECESSIRE 3:f . �•' `•'. J RE 1'iN ]'S r wDT.21A .""�• •_• ISOE B.SE B / m5 Z 3. ALL 14TIMAl3 MO CA'000 IIOV MALL CIXKE NMI DE PERM MOWN 6`ME MEWL WATER SASE •SUBBASE ELp1EF21B1 - • RPE BASE fi'COT 2l1 �M m.< 3.5'6Y-'S �Aff R NOT 21A Mt SEAM COMMUCIIOR SPECIFICATIONS AS I0PIm BY TIE ALBERAI:61MIY SERVICE AUBTIIY. zs &F'S ME BEE 1xCOVOLH 111ldRAlx SN18 BAN al Q N r rI z Sz 1z• B•-1•f• 1' 3: 6' z• R m' s 2' s' m 11 M5 o O 4. DATUM FOR ALL ELEVATIONS SHORN 1N NITIWIL&'LRiIL 9AVEY. ( ( 1 CWAER RAVTIXD TRAVEL LATE TRAVEL LAZE "MUM Roam COI[PFIE Y0 5 TIE LYx'ISYCIW SHALL BE RS4TSIS.E FOR NOTIFYING'HISS UTILITY' (I�OSL2-)W11. 0.5' SRRIP MEWL FACER FAR R SlWlllLt SMIP 0.5 _ ESE NousE Fin�IGNATED PMFULT1 6. RIM OVIP ME SEMI GENTEN�6A RIFE.HAVE XIS RETIES ALL A MINN(OF 3 FEET HYDRANT Ma SENILE LATERAL.f [WO NM ` MB HAIR LINES. ETC. TYPICAL SECTION T. Au MAIER AM 00000 APFL EKWSS ARE TO LE LOCATED alums OF BDAmr�DIMES. HAZEL GROVE LANE TYPICAL SECTION 5�... N L. VALVES ON MALMO LINO MILL BE 90EV TO PROEM CIERYTE IESTMrMI xx TIE VALVE DWIRG BELGROVE STREET FUME IX12M1W LW TIE LINE. N.T.S. N.1.5. al B. IRIS ARE NOT PFMTTED IN NE ACSA EASEMENT. D Q 10. TIE ODIMALTOR SHALL BE RESENSIDLE TD THEE?TOM TIE no-LEAD RFVA11m;CLUEING84WS El'PRIVATE RN 9y aFITTINGS F1E.LVOAAr w. 2OI.ISFNLTE BILL3!Ua MRfI(11VIrfIEi TIE 41F£LEMONS NAM Arn. 1 I 5f'P.@Ic Rn L • el 0 Q ROAD CLASSIFICATION SCHEDULE +"+ IIRLTm SLIPPAGE N s � " POINT F- SLRFACE I'MOO PSI R/N RW D E ,T. ggqq00 L r 6m0 PSI pllp vmT srD Y t vim sit 1 s•sw.5 cB' ' L f/a': f MA' P d..R OGETE CFB 3: PAVEMENT PAVEMENT THICKNESS FUNCTIONAL '• Poss._ �z•9-- q -I/<':f' 1/M":1' ROAD NAME STATION VPD ----- S:' " -N o :=- . 3 1 "'•"1 .. d WIOIH(A) SM 9.5 BM 250 ZiB CL1551FlCATIDN IA 1 • - I'COT 2E ,/ 2.5E 6'AGG 3:. 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