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HomeMy WebLinkAboutSUB201500020 Plan - As-built 2019-08-26SITE DATA D TRAI V1 LAG U �" OWNER / DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC CONTACT DAVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 100 OLD TRAIL VILLAGE W = CROZET VA, 22932 CELL: (702)-985-9088 dove@oldtrailvillage.com N Z rn � PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD 0 C K HA 3 S S & N N Q Q Z CHARLOTTESVILLE, VA. 22902 C O (434)-977-0205 Q ccW T@) TAX MAP PARCEL No: ZONING: A PORTION OF 055E0-01-00-000A1 NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS AS�UILT ROAD & UTI ITY PLAN� O WO Z I Z OF ZMA-04 024 APPROVED ON SEPTEMBER 14, 2005 , > J Q 0� W � USE: 5 SINGLE FAMILY DETACHED UNITS 12 MIXED USE ATTACHED UNITS (SUB2015-00020) Q Q w BUILDING HEIGHT. NOT TO EXCEED 2.5 STORIES FOR SINGLE FAMILY USE NOT TO EXCEED 4 STORIES FOR MIXED USE SHEET INDEX JZ Ir N SETBACKS. MIXED USE. AREA SUMMARIES. LOTS 1.2 Ac. SHEET 1---------- COVER SHEET Q Q o Cc)U co W FRONT SIDE REAR 04 5' 0' S' OPEN SPACE 0.03 Ac. SINGLE FAMILY. PUBLIC R-O-W 0.0 Ac. FRONT SIDE REAR PRIVATE R-O-W 0.16 Ac. a *NIC *NIC�4�4�4�C;�ECK'�iEDQ'��?�K.b *NIC >cB ERXZ 4-X�>4 )NK3<F AW - X X><-XXi<-X H)PXM)INOT > �) Q XX� a (0 coo OIL W Z J 5' 5' 5' TOTAL AREA 1.39 Ac. 0 Qns+ * NIC *NIC >6 <-XXX X- _ o LL uJ o O BECAUSE THE ATTACHED UNITS IN BLOCK 12 ARE CLASSIFIED AS 'MIXED USE, Q O QI )6W3EET>8<-XX 4 - SHEET 7GRADING PLAN z � W N THE SINGLE FAMILY DETACHED UNITS SHOULD BE ABLE TO HAVE THEIR FRONT, REAR, AND SIDE SETBACKS REDUCED TO 5. ---------- SHEET 7A-------- AS -BUILT ROAD PLAN O W Lz LE 0 qw V) v- Q rn GROSS RESIDENTIAL 12.2 DWELLING UNITS PER ACRE SHEET 7B-------- AS -BUILT UTILITY PLAN W DENSI TY: PROPOSED 48,123.4 S.F. (INCLUDES PROPOSED LOTS 8-24, A PORTION SHEET 8---------- GRADING PLAN SHEET 8A-------- AS -BUILT UTILITY PLAN Z 0 Q W a IMPERVIOUS AREA: OF MOXON ALLEY & ROWCROSS STREET) om ° SHEET 9---------- AS -BUILT ROAD &UTILITY PROFILES �y PROPOSED 22,336 S.F. (INCLUDES PLANTING STRIPS & YARDS FOR PROPOSED LOTS 8-24) SHEET 10-------- AS -BUILT STORM & UTILITY PROFILES TURF AREA: *NIC )SFMEETXt4XX-XX>RETAM MAi TEIWYOUT- REVISIONS PARKING REQUIRED: 2 SPACES FOR EVERY SINGLE FAMILY DETACHED & ATTACHED DWELLING = 2 x 17 = 34 SPACES SHEET 12-------- TYPICAL SECTION, NOTES & DETAILS ONE (1) GUEST SPACE PER FOUR (4) UNITS SHALL BE PROVIDED = 0.25 x 17 = 4.25 SPACES TOTAL SPACES REQUIRED = 34 + 5 = 39 SPACES *NIC Oct.24,2014 PARKING PROVIDED: 34 SURFACE SPACES + 10 GARAGE SPACES = 44 SPACES PROVIDED *NIC i SHSE XX4< -X-�c> NA(EAREA it WXMKM OUMEE � CountyComments1 2015 March 19, 2015 ADDITIONAL PARKING AVAILABLE ON ROWCROSS STREET (APPROX. 12 SPACES) * N I C >SffIBEXXXKXX-XAAMSE_ , County Comments MAGISTERIAL DISTRICT. • WHITE HALL MAGISTERIAL DISTRICT *NIC >0MH3TX4<-X-XX7\UW )GCAPK"N01WSC&V►AMM; 26, 2016 DRAINAGE DISTRICT. LICKINGHOLE CREEK *NIC NIC >S+TXM-X->4>4 aGEAAPLfFAMONS; - As-Built WATERSHED: LICKINGHOLE CREEK *NIC = NOT INCLUDED Road & Utility TOPOGRAPHY. LOUISA AERIAL SURVEYS, AUGUST 2012 om 0 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 00 ®® ® ROADWAY INDEX CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. FLOODPLAIN: THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN b O ROWCROSS STREET - STA. 10+00.0 TO STA. 12+45 LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMMUNI TY PANEL NUMBER 510006 0237 D. < M OXO N ALLEY - STA. 9 + 20.1 TO STA. 10 + 63.4 EFFECTIVE DATE. FEBRUARY 4, 2005. DATE LANDSCAPING. SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES Z Aug. 15, 2014 AND DETAILS. a LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. 2. SPILLOVER LIGHTING ONTO PUBLIC ROADS AND RESIDENTIAL PROPERTY SHALL NOT EXCEED ONE-HALF FOOT CANDLE. Rte 250 3. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING o RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. Z NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 1\ j THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. VICINITY MAP Z SCALE: 1 "=1000 FEET M 060. WN �Jz W W �o W J (n 06 z J :) — a. QU W Q J > or cv O Q O r w U0y m �a JUJ O — O5 Jm m� Q TH of FILE NUMBER v J 8053 U y Jimmy L. Taggart Lic. No. 10 22841 1p o�I \S1 A L ENG\� SHEET 1 /16 IIL11 \ EX. EX FH __ -------.-' --. --. -.-.-.-.-.- -- - -. - --. -- -- -------- +--- --- - ®I' EX.:1'2WL'.\ - EX. 12 x8 I I- - - _T,I- - : _ X�FZz I 1 Existing . N I VALLEY.. D fVE GLEN � I . � , GLEN .C. g 96.83 I I �I 57' EXISTING PUBLIC R=0-:V�: \ III _.._. \ \ I�I .. EX. W.M$T- 16) \ I ; ; ; ✓F - 4 4 P LL.�I 4. r4pJ q e 4 vJ4..J TYP. .� EX. M:I;w; / -��. o-\ - (EX.3) EX.S 4 I NOTE: I:'. I �- I 4 �� AN ASTERISK SYMBOL * DENOTES I II I / / I ,1:1�- ELEMENTS THAT HAVE BEEN PROPOSED I� - I I I UNDER THE OLD TRAIL VILLAGE BLOCK 12A \ I I - _ 4 15 ROAD Bc UTILITY PLANS I� I ; ; .: � � Y (SUB-201400080). I : 1: • : ��> ::III \ - - 678 EX.13 E 4X:1 II I .15 EX .17 112 00�11 I EX.18 EX.19 I I I \ I Speed Limit 1A UTI TY I: \6� Sign a^ I I �I ASEM NT :III 6 I G ��Q III 'I I 04 W ; W Q �� 4 f :1 I W.M..4' �h I I I 6�6 X�_I Z I ' jE Z 10 ;I I PRIVA T WAY 34.-70 RT M N X �I 111: co °o I0°I �39* ) 6+g9 96 co O0 O EX. STREET SIGNI ;�I II III I O Z4 l I Sto Si n* III sin I I /- p 9 11 I \OCI I I I I T T , I: EX. VAR. WI6TIR1 - - - II I 4�. v I 20 EX. UTILITY I I tiF I ' DRAINAGE ESMT. sCALE 1' = PO' ' . II 40.0 O EASEMENT zo 10 o 2a 4o I III o: ; ;�: I - - __ - \ - _ _ - 6� 13*- II QP --_ -i = -- _ _ _ - C Z \� --- co SEALE IN FEET - I I• ' ro / 8A L T.O.C. J 111 � - � - -- 14' • . ' I RIGHT : OF- INA Y x.. 6�4.Ta Stop .Si. \ III, ;: /ea I •' � , ; T.Q.C.- _�•_ Z I \ III I l EX. 20 PRIVq . 0 7a.o 6' T.O.C.= - T.a"C: - m.- �7 / DRAINA E ES St 4ss 6' -L s72.8o \ �- �• 1 pa MT. N ASK LT } - \ III 66' I I 6�2, SEWS LAT. I EX:: VAR. WIDTH \ I STREET SIGN* GRASS NED GRASS LINED �; o \ c� - - - / \. II ECTION GR S CANNEL S o PRIVATE \ I i \ I 0 r DRAINAG ESMT. \ I�I • /� S/oACE / � I DITCH D TH=8" CHAN EL SECTION PTH=8" RASS LINED ��� I � 1 � \ ; ; : \; • ; III 8 ' S. f / DIT H DEPTH-8 � C � 1 ) , J. E. H-6EPTH= I' I s. .� 6'1 �6�2� , I EX. VAR. WIDTH F�RIVATE l ' • ' �II / p. I ASS LINED CHANNEL 6� -6 f l DRAINAGE ESMT. lII 0 GRASS LI CHANfiE-L I 35#7- / REAR - STR#R1 GRAS AN EL REAR- \ REAR - STR#R1 S LINED CH 6, I ' • 4 6 LOT 11-12 SLOT 10-9 REAR -STR# P / L LOT 11-10�X. 12 x12„ TEE 12 Q0 6' LOTS- EX. 1 12 GATE VALVE , / / _ _ co P L EX. 1 8 ��GATE VALV I , l /// P 4 P 1 1 Inve s 2.85 / EX. 1 12 x8 REDUCE \ / / MIN. FFL.= - M11 FF v • P4P I I 11 - 67"5 - 1 -66 - 9 = = EX. PLUG .; I : I . ' I 10 ss� c - _ 8 ; 'I : 4 Speed Limit 4 v m TYPICAL BERM TO 674.35 m FFL.= 8 m FFL.= 3 3' 5A \ �,9) PROMOTE DRAINAGE RZ 674.85 67"8 I • ; ; //. TOWARD YARDINL TYPIOALBERIv1-TO m = :I: Sign* �p PROMOTE DRAINA 8" Manifold Tee Riser _ Begin W; II Porch w/ 6"Cleanout Wye, Plu 4 " Ri a TOWARD YARD IN ET I. I II =s67. - 6" Clean-�ut=672.40 ( 8"x6" Coupler R3 FFL.= \ =664.50 Top Ste p orch 8" Manifold Tee Ris r 8" Wye w/ 6" Cleanout 671.07 74.35 w/ 6"Cleanout Invert-663.25 8" W e 673.00 \ (10) 8" R eSl t Invert=6j 657.75( CP) (2 4°rs PROMOTE DRAINA CA BERM TO 6" C,O oupler I I �33 *) 66 ; ; ; \ 6"Pe To Ste Ris6" Plug TOWARD YARD IN T Invert-665.00J4 I \ / 4 CPP Top Step Porch Porch * 1 \ ; J (12Risers =674.1=672.68=672.93 ) 4Y _ 6"Pert (3)8"R' ers WIDTH EX. VAR. WIDTH (PRIVATE\ orated�C p \ 14 8„ t � 1 q UT LITY ES T * I DRAINAGE ESMT. \ ( ) Rise Risers Ea 4 J Y rs t - (3) 8" Risers ; ; ' STREET SIGN* Q TW=670.67 .6s4..7p ; v Y " Pertorated CPP 670 p p \ TW=67 " Pert..67 P� 70.00 T670.93 8 "Risers N =667 50 �- // 4 ,. I; Y� g 2 \ 4 FW=Ei70s7 s6' Perf CPp ) . Y 43 / J �_ . 12." Cl. V.RCP. 7 4 P .. \ � _ 0.� 6 3 A ; ; . ; ; ; ; ; ; . ; ; ; ;� TGc�-67964 83 4 Y < J 665.3 q I \ \ - - V LE A �+ ; • ; ' . ' . : ' . ; • : ; ' . ©Core-unj!.: ' . : . ; . ; - - "^nif is rs "Clean- ut I \\ 4. F. SSE LY' / 0.0 I ATE T /; ; ; . ; . ; . o+. ' ; ; . ; ; . ; • , p EXISt.•D.I: ; • ; ; ; . : ; . ; ; : ; _u " leanou 7&OA_-665.60 Invert=665.00� \ +0 SS ST EE Inv.-657:50• . ',. ; . ; 8'~Manifold Te . iser • . = 3. - - _- / I \\ \ -�- ' . 55 . ' wi s �cle nnQQut . _ ss4.93 • . ' . ' . f Rl'�A r ;' '_; . ; ; ; ; ; . ; .: (3)8"xti°c uplr• ; • (nv(.Out)=659. ��G' .-Sty_ =. �• ' I• /� 4 EX :�. 4, Wyew/6".Ole pout• Q ; - -._ _ _ - W.M.* / 0 2� 6� ' . vJE . �• jnvert- 64.15 ; . �. ; . r :1.2;Lf. of 12RA " C1. vRc, '` : cor - rili - - _ - - I I I . INA (; VA TE 9 6 6 - Inv. 659.00 - . - - - _ I EX. 12"x12" TEE;- - E- G-kTE . EX. 12 x8 REDUCER - - �` EX. 8 GATE VALVE. - -No 4'. ° -- -- -- -- $� E� 12" CAP _ Tx o L.F. of Wood �o 6 / 660 _ _ 6 _ ���1 yr 660 66 G Bail, See Detai / \ /TV \ - o t 8 s 20 � � � � - - - 658 - -� EX. 12" PLUG 66 12" x "TEE Christopher C. Mulligan MO IFIED BMP SMT. BLK�4WM' �lN�� - _ _ � \ \ EX. 12" G. . \ \ ��i 03; �2 w� ° 0 N A L LNG I -- -- - ;::-64&-- --__ - \\ ��/ �, �\ \\ FBI\U RE / \ \ PROP. 4 \ �6 \ / / j ,, y>Q/ \ \ \SEWER LATE 662 \ 6OCK 31LOTS � 6 MATCHLINE SHEET 8 U a co 0 wW NCQ o m Z 0� No o� Q Q. QT z0 Z 0U Wo J 0w2 co Q UQ �w -j 0 � OC Q Z _ Ln � ZO UN co WZZ g"-'I t/1 to 0� �4 L- cc cc z W aW 2 co w Z o W a REVISIONS l Oat. 24, 2014 County Comments Feb. 4, 2015 April 14, 2015 County Comments June 23, 2015 County Comments July 30, 2015 County Comments Sept. 22, 2015 Grading Revisions DATE Aug. 15, 2014 SCALE 1 " = 20' CONTOUR INTERVAL 2 Feet co 06 N ''W v! Q Z F5 ' N Z 'o r Z - 0 w Y Q J U Q Q w 0 pC m J m � a 0 FILE NUMBER 8053 SHEET 7/17 � GLEN VALLEY DRIVE 57' PUBLIC ROW II DB 4257 PG 377 I I II 4 4 J J 4 4 _ 4 II I I I I I I BLOCK 15 I I I J II I I I BLOCK 12 I I I l a^ I I I I I PHASE 1 P I p I I II 1 IQ I I I I I J W o� I I I I o f COURTMONT WAY SCALE 1' = 20' 20 10 0 20 40 I II J � � -- — _ — - � 9 J 24' PRIVATE ROW - B 4705 P G 656 SCALE IN FEET �I Q� O � o , COURTMONT WAY - III BLOCK 12 � a � I ' 24' PRIVATE ROW T,TH OF-- II I I PHASE 3 DB 4592 PG 379 I o� EX. ACSA SS ,t / � , EX. ACSA UTIL. ESM'T I I ESM'T � r EX. ACSA SS ESM'T lob imy L. Tggart DB 4704 PG 379 12 I I DB4592PG I � —V � 4 DB 4705 PG 656 I Lic. No. A I 0 oF�SS�ONAL n � / � � / / 10 I I Q �J 8 � � z � " • c� 10+63.4 END PHASE 2 �s.4. I I p I--- I N/ I � MOXON ALLEY 12'j [ os' I BLOCK 12 �� � O � I I m U a w co 0 wW NC2 a Na Z0 0 0c W M Z 00 Wo Z W Ix Q (� Q r W (� J Z CM z 0 U N co W V O L2 w� w0��o �� Z1. W ar. a� 0 N W aW 24 ? Q� �W Z 0 W a REVISIONS Oct. 24, 2014 County Comments March 19, 2015 County Comments Sept. 26, 2016 As -Built Road &Utility DATE 99,941 Aug. 15, 2014 S11 CALE 1 " = 20' / / CONTOUR INTERVAL 2 Feet C� zW z rU N V Q g _ �z �JCn�> % Q =0z J �0 W J� J� _ N_Q ~rim Q 1 cn V r' Q O V♦ O J FILE NUMBER 8053 SHEET 7A / 16 ��_ II GLEN VALLEY DRIVE III 57' PUBLIC ROW III DB 4257 PG 377 4 J 4 _ 4 4 �-- II I I I I I I BLOCK 15 III I I I I I IJ I p4 4 I III III I III I I I I I BLOCK 12 I I I I I I l w a^ � ► II I I PHASE 1 p I p II I I I Q Q� III III - TOP-672.34 p ��,• I III i 1.0.=664.64 I o III I I I I II 1 11 I I I I4, I III I I p J I III I, W COURTMONT WAY SCALE 1' = 20'— �a ,o a 20 4o III I � � 24' PRIVATE ROW D B 4705 PG 656 SCALE IN FEET III O � o I COURTMONT WAY III III � BLOCK 12 � a � I 24' PRIVATE ROW I I � PHASE 3 O DB 4592 PG 379 ��vriiop TOP=670.83-- - � � EX. ACSA UTIL. ESM'T � 1.1=663.03 1.0.=662.13 I � I EX. ACSA ss � � r EX. ACSA SS ESM'T � DB 4704 PG 379 9 / I DBM4592 PG 379 I � p DB 4705 PG 656 I J' r�iy L. Tart V — I / 12 -D m I I Lic. No. � q 22841 F�SS�ONAL �/ U` TOP=669.10 1 O 4, I � � � O J ENG\ 1.1=660.50 I.0.-660.30 I I � 4 8 I � r- n -I �N/ / / 7 BLOCK 12 �O � � � z 4 1 I I Q // PHASE 2 4 I AS —BUILT ROAD CENTERLINE RETAINING WALL I I AS —BUILT ROAD TOP=664.29 I CENTERLINE � 1.0.=657.39 I I I 24 ROwCROS RETAINING SSTREETI WALL I I DESIGN ROAD CENTERLINE 55 PRIVATE I ROUII DB I Ex. ACSA w� I ESM'T I I I �i'00 4 4704 PG pJ 4 DB 4592 PG 379 I � / _ p 4 v - ------------------ 9 4 p CD o TOP=664.58 N 1.1=654.83 (19) I.I.=654.88 (28) I ROWCROSS STREET �r— � 1.0.=654.68 � 55 PUBLIC ROW �' / -- DB 4705 PG 656 / DESIGN ROAD CENTERLINE 22 TOP=663.68 1.1=656.48— / / / TOP=661.06 I.I-655.86 1.0.=648.86 1.0.=654.93— EX. ACSA UTIL. ESM'T H DB 4704 PG 379 TOP=664.20 Ex. ACSA ss ESM'T � I.I(27A) DB 4704 PG 379 I.10-65663858 — / =653.60 I.I.-653.30 (21) 1.0.=656.23 5 � 3 — 1.0.=653.20 TOP-663.64 1.1=652.54 I I I BLOCK 31 1.0.=650.44 I TOP=656.62 TOP=655.94 1.0.=644.56 1.1=648.57 17 1.0.=642.42 16 I 1.1=645.14 1.0.=646.14 1 A \ EX. ACSA WL ESM'T \ I � 1 4 D774257 PG \ 1.0.=642.17 \ � MATCHLINE SHEET 8 � U a w 0 Ot w W N CQ a Na Zo 0 or W M Wo Z Ix W (� J Z N O Q� _LO Z 0 U N 0� a� U or W /�R 0 LL2 wLo w0��o �� Z W rr or o 1. W aW �CP ? Q� �W 2 0 W a REVISIONS Oct. 24, 2014 County Comments March 19, 2015 County Comments Sept. 26, 2016 As -Built Road & Utility DATE Aug. 15, 2014 SCALE 1711 1 " = 20' CONTOUR INTERVAL 2 Feet 171 �z ZWN g c� W Jam_; >Q� J —z �J=�0 — U J J�N�Q —� r JLU /y� m W Q v� J U ♦/ Q O A 0 FILE NUMBER 8053 SHEET 7B / 16 AS -BUILT PROFILE - ROWCROSS STREET � DI-2C DI-2D //�� C / 695 `CI Q 22 L=8' L=4.7' g Q27� ••1 685 •:1 675 670 665 ••1 655 650 645 640 635 o nn O c.0 OO (V O 0 O O + O 0 ojo QJo of _ III J II Hw w �w �U �w w Q ~ w >C1. as >� o CL PUBLI 0.18 ROW 7 VC Lo LJ Y Z PRIVAT RO Q o J m Q 0 Z O z O �~ 2 O 0 �"', z IY O U w o Lri z~H w Q o+ U) > 00O U w > ow J NO w LL O z J ii ILL]UO J w CO o mew w (0 Z 1" COPPER W/L SER ICE o 0 0 Cf) MAINT N 1" CLEAR zC+'j w U X CONTROLLED (TYP.) w II I- w LLI FILL AT 95% COMPACTION EDGE OF EX. ROAD* 3.1 M/IX 3 8% S G S A.10 82.72 0.64 /o �F.H_ G E EV. 4.35 ASSE BLY* i 3. ' MIN. CO R 52 » 12 CLEAR PROP. 8 CL 52 I W/L 19* 23 15" HDPE 21 99.4' 4" HDPE » 15 HDPE* 0 1.64% 0" HDPE 2 CONNECTS TO STR 3Efl ,� (AB NDONED W/ V BL CK 15 PLANS) (SEES IT RY SEWER PR FILE FOR PIPE MAT'L & SLOPE) AS -BUILT OWCROSS S w DESIGN R WCROSS ST > J LL a w _ 00 Q L ) Lt.) O Q 0 00 r7 Ln N r7 N N c� O I �� �6 I 0) 00N I z N �� , Z O Lo V) V) Ln L0 � w Z z 0 CD C° 0 O 0 j I II ° II � j Horizont I Scale: 11' z Z z z . O -= � z z Vertical cale: 1"=5' fO Ln n � « CV �00 lLC) r-i r r� aLC) O R�LC) CID 11 LO cD L'i 0 Uj (JD w0w D 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 695 ••1 685 •:1 675 670 665 ••1 655 650 REET EET 645 640 635 AS -BUILT PROFILE - MOXON ALLEY 685 Q) (D •:1 675 670 665 ••1 655 650 —FIROP. PORTION OF EX. PO RTI ON OF-- MOXON AL EY MOXON ALLEY — — Q LU } w z PROP. FIRE w J Q = Q Ld LLI z Q O 2 HYDRANT ASSEMBLY 0 C6 LLl J z O coo 0w � w�00' J� z wXpO� OX 2 N z Jw Q> O cn -- _j U) u) 2U rn O > 2i LO Of CD OQ 0� Z 0N 0 M �_0 0 LO XO � `'' 1" OPPER W/ SERVICE —co w �w W V1 J z z w 0 MAI TAIN 12" LEAR \ z� woo (TY .) J Q wo+> LLJ LIJ mu) zo n w E �° CL 52 I > O Q $' EX. 15» HDP 3.5' MIN. ROP V„ COVERUJI P O Ex.B U 00 �� p\ 00 15" HDPE�'� 0 w ®O (SEE SANITARY SEWER PROFILE � FOR PIPE MAT'L & LOP) OR � O 0- c� - cn c� � > J J X W LO Li 0 Ln LO > Q > w Ld o o oo > O 1-- 00 LO o Horizontal Scale: 1"=50' � o I_ 1`0 > Ld a r-C) in M w of� o LO In Vertical Scale: 1"=5' 0> II >Q co 0 III w�� =)0 0 III 0 III 0 II >- I I i-� o_ x^ I- I I I I O Q O O z O > O a- v0 ~ » x0 00 v » » > Z N Z Z co a_ a-� Z Z Z Z Z N rn N O MI c c I 0 � N Cn coso) CVII. co •�II. co •�II. co •C7II. co •CVII. co CVX X X Xw(p LJ (p LJ (p LJ (p LJ (p w (p 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 �N:yTH OF D rryny L. Tgart Lic. N 22841 �SS/ONAL LNG SCALE 1" = 5' VERTICAL 5 2.5 0 SCALE IN FEET SCALE 1" = 50' HORIZONTAL 50 25 0 SCALE IN FEET 50 100 /OTV 680-2� 1675 1670 1665 1655 1650 1645 1640 1635 685 AS -BUILT MOXON ALLEY DESIGN MOXON ALLEY 680 675 670 665 .•I 655 650 ••1 685 •:1 675 670 665 ••1 EX. COURT MONT WAY `EX.H/ Horizontal Scale: 1 "=50' Vertical Scale: 1 "=5' w AS-BUILTCOURT MONT z WAY z Q DESIGN COURT MONT AY z 020 2w X �D o UEN L I wUr� zMco -o+ w ��� wow X 00 J � + Lu co i i w z -� II i II EX.1 O 15" HDPE 0' 15" HDPE 00 0 0 II O > z X w ••1 685 •:1 675 670 665 .•1 655 655 N �p � 00 co co M M oIN cD o It o N C6 N Unocj �CV CID00 � C � 17 co N coX I� X X X X(0 X(0 Xw (p w (p w (p w(p w (p w (p w (p 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 SANITARY SEWER PROFILE A TO F Q 0 0 0 O 0 00 0) - 00 0 O rn Ln 0000 0000, 00 0)O 0 i 000 0000 O cl III IIN 101� I�10 II l0 O(0 O(0 O(b O(0 OCD O_ (o O(o <� � � I Q cn 0_ 11111 U) E (n 0 0_ (n 0' (n 0_ — EXISTING FINISHED RADE RADE 1" COPPER MAINTAIN 12 / C SERVICE EAR (TYP. ) Horizontal Sca e: 1 "=50' Vertical Scale: 1 "=5' rill O 8" D.I. W/L O \ /L \ 30" HDP © 0 4 O 15" HDPE 15" HDP 18" SEPARATION 48" 5 .59 LF OF 8" SDR 926E PVC OF ' C 170.15 LF OF 8" S R-26 PVC ® 0.50% 4" SDR 35 LF OF D.I. 0.62% 0.50% S/L ® 2% 70.66 1.4.2% (TYPICAL) 132.33 8" ^ 196.86 L OF 8" SD -26 ® 0.5 % Q � Q / SDR-26 PV @ 0.52% J J 00 00 L0 N v EX. 8" PVC LO It Ln S/L @ 11.95%e000 11 z z > > z z I- LL_ c� e*4000"I Ln LO 0 Li) Lo Ln n I� Ln C° 00 0 0 Ln °n Ln Ln 0 Co � r- O O O Ln 00 - Ln O r6 N n Ln SN � r- It 0L� .1 -1 0 D^ II II z �^ II II �^ II � > II z > O? o Oz Oz Oz O » > > » >> >> > >> j z z z zz zz zz z Zz z cD 00 N cD O N 11J C. N O N cD 0) n LO O CO 0) L[i (D L[i lC) M LO r � lC) CO N CO O CO N CO N CO � N CO CIDCID O CO II II x x w w II x w II x w II x w II x w II x w II II x x w w II x w II x w II x w II x w II x w II x w 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7 680 675 1 670 1 6651 655 1 6501 6451 640 1 635 1 J • U a r U wW N�2 2 o co a m N CM Q. Q� �� Z 00 W o � g az JZ cu W -j � N O Q� _� : co 0 U 0) �, c X �� OIIL �2 wLO Z� W OC OC O ti W aW 24 �? CO Q rn w V Z W O a REVISIONS Oct. 24, 2014 County Comments March 19, 2015 county Comments Sept. 26, 2016 As -Built Road & Utility DATE Aug. 15, 2014 co cn 0 W Uj J N O JZ UJ J — (L 0 pQ I QJ o� Cv 0 Q r �m J aJUJ O O OD CO V♦ Q FILE NUMBER 8053 SHEET 9/17 PROPOSED EASEMENT WIDTH REQUIREMENTS: STORM SEWER EASEMENT WIDTH SCHEDULE PIPE # 18A 17 15 12 10 8 6 4 MIN. REQ"D PIPE DIA. CNTY. ESMT WIDTH ESMT. FROM TO TOP INV (OUT) HT (FT.) (FT.) EQN. (FT.) WIDTH 18B 18 665.15 18 16 662.67 16 14 (Ou tfa I I) 653.60 13 Ex.41 672.49 11 9 672.44 9 7 670.89 7 5 669.14 5 3 663.60 653.75 11.4 650.75 11.9 642.95 10.7 668.50 4.0 665.00 7.4 662.55 8.3 660.60 8.5 656.30 7.3 2.50 25.30 FALSE 26 2.50 26.34 FALSE 27 2.50 23.80 FALSE FALSE 1.25 9.23 20 20 1.25 16.13 20 20 1.25 17.93 20 20 1.25 18.33 20 20 1.25 15.85 20 20 SANITARY SEWER PROFILE E TO I E G H Q 685 O 680 0 680 0 II z 0 Q 675 U) 670 670 665 665 660 660 EXISTING GRADE FINISHED GRADE 655 655 Scale: 1 "=50' MH 'E' Scale: 1"=5' TO PRO 650 650 645 645 LO 640 40 635 � 635 I I 6 630 c r ro co r co co co co 00 c II X W II X W II X W II X W II X W 0+00 0+50 1 +00 1 +50 2+00 2+50 c ( a; � � rn o� O �o ± o ± o II � � � o� o� o � II I-_ II Q II Q II 1" COPPER W/L SERVICE MAINTAIN 12" CLEAR TYP. ) ° 0 - EX. 1 O E P ° EX.8 O 9Og �6 24" CLEAR ��� SOR' OF � Horizontal ONNECTS 4" SDR 35 Vertical MH 'D' S L � 2% . (TYPICAL) ^ a ^ Q ^ Q J J J 0 � o � n O o N co co co co z z z z z z z r` r` � M � O LO � � II II F- II F- II F- z O z O z O zz zz zz z AS -BUILT STORM SEWER PROFILE EX" #27 TO # 18 B DI-2E DI-21D 675 AX 2 L= 8' 8 L= 2.5' 675Cn t. 670 670 665 665 LL, 660 660 _.P 655 655 11 650 650 EXISTING GRADE ED GRADE 645 645 640 640 635 635 0+50 0+00 1 +00 � O N 00 � � o' + ao � + O UO � U O N �o o ccOo � � �Q o 00� o � Q II II I I EX. 12 CONSTR CT PERMANEN I D.I. W/L STORM EWER OUTFACE I I (AFTER TO BASIN; RE -DIRECTING PRIOR TO RUNOFF I II RELOCATION INTO PERMANENT OUTF Q CONSTR CT STR#186 OVER E .STORM' PIPE � & REI�,O OF 30 E END SECTIO PDE. EX.2g CONN CTS TO Ex.19 STR 18A 15" HDPE 8 PVC S/L ° 21 ss.s' - 15" DPE 27" HDPE ® 1.57% - - FINIS Horizon al Scale: 1 "=50' Vertical Scale: 1 "=5' N � N N �� II I oo� In 11') �p In l!') �p AS -BUILT STORM SEWER PROFILE #24 - #14 (OUTFALL) DI-3C L=12' DI-2C DI-2D 24 22 L= 8' L=4.7' 8 8 M.H. M.H. 16 14 675 O 00 ^ cfl rn o O LLJ w O n cfl ffj O N - O I± i [If i i ± z U) o z lc(o O z cn I M cn z 0 z 00 U) 9 O E O co co O co O - - EXISTING GRADE 670 NQ U) N 00 Q ~i> a7 Q M w Q Q M FINISHED GRADE cn c ± U) c~n dU o+ 0 Hori ontal Scale: 1" 50' O > Q Q Verti al Scale: 1 "=5' 665111 O cn �' 665 8" D.I. W/L 660 EX. 7A 2" CLE �' DPE 23 21 / 655 ° "' 17' i 99.4' - 24" HDPE 8" P C S/L ® 1.64% 650 31.2' - 15" H PE ® 2.9 2 .7' - 27 HDPE 645 ® 2.66% 640 635 cr? 58.1' - 27" HDPE ® 3.21 % 17 45.6' - 30" HDPE ® 0.55% NOTE: T M ORARY O TFAL SH R EN PIPE -20 L.F. OU FA L TO SED. BASIN EXT ND &ADD HE EA WALL DURING P N CONVER ION rW Z O W a � J 42 �O R 655 is" 119PF: ES-1 END SECTION 650 OP#1 OUTLET PROTECTION 645 \ c.y. o Rip -Rap / Underlying Filter Fabric Min. Stone De th=18" See Det it 640 EXISTING SEDIMENT BASIN TTOM=637.00 635 04 630 c� 630 I� I o0 O N I I �� I n� ^ I � U) I co ri 'N I I I N� I a�o� � cOuu �u .0 .C°u .COu .c°u 625 I�ro _ _• o -.0 o 625 N c0 c0 I� O II O II � O II � O II O O II X W 0+00 X W 0+50 X W 1 +00 X W 1 +50 X W 2+00 2+50 3+00 AS -BUILT STORM SEWER PROFILE Exist. #11 - #1 B X.11 EX� EX� DI-3B '-r 685 L= 8' 5 3 1 1B Io DI-3A 0 DI-3A MH-1 or7 L= 4' � L=2.5' � L=2.5' � 0 � O .-. o ^ o O 680zo Q II Z LU J°° LLJ °' M � Q OO � II II� O •CV ~ Q II OMO H •O Q II O •vi o 11 .J o N II N II N II z U' o_ z coo p Co U' cc°o 0 0 � o_ Lo o_ o Ll L`' � � II II � � w I II uJ � II II N � I + °�' Q __J 675 Q I.-_: Ln O � i- J OJ � � J J O � O� II cn II N cn cn Ljj w � Z Q � oo Ln F- cn c0 o � rn 0 p cn c0 Sri 0 670 o 0 0 E\. 8" D.I. W/L 1" COPPER /L SERVICE � MAINTAIN 12" CLEAR \ (TYP. ) 665 v 4-3.46 660 12" CLEAR � 54.9' 8" S/L 0 \ � � 655 1®" 2 92� 24" CLEAR 0 42.1' - 0 0 15" HDPE ® 3.88% 4" SDR 35 S/L @ 2% 650 (TYPICAL) 38.3' - 15 HDPE 15" HDPE ® 2.73% 645 O O II 0 635 - SON I �O r�io � co co 00 co O %�II .�II =o =o EXISTING GRADE 630 FINISHED GRADE 19.2' - 15" HDPE ® 14.16% � noon NOTE: TEMP R RY OUTFACE SHORTEN PIPE -•40 L.F. & OUTFACE O SED. BASIN EXTEND &ADD THE HEADWALL DURING POND O VERSION 685 675 670 665 O 655 U 54.4' - p 15" HDPE J 01.07% 650 645 O o I P#2 o rn OUTLET PROTECTION 640 �N I 'n CO `D�oOp I 6 c. . o Cl. I Rip -Rap O� I �� w/ Und rl in Filter Fabric Min. Stone Depth=18" c�oCO z Oc(o S e Detail II.O > > Il• O z z _ _ � 635 6300 co Horizontal Sca e: 1 "=50' � Vertical Scale: 1 "=5' 625 625 o � � o ccco co c1co w w w w w 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 OF � j i L�l' Tc�' f Lic. No. g � A 22841 �v S/ONAL E _ SCALE 1" = 5' VERTICAL 5 2.s 0 SCALE IN FEET SCALE 1" = 50' HORIZONTAL 50 25 0 SCALE IN FEET 50 100 EVISIONS � Oct. 24, 2014 County Comments March 19, 2015 County Comments Sept. 26, 2016 As -Built Road &Utility DATE Aug. 15, 2014 FILE NUMBER 8053 SHEET 10 / 17 SEWER SERVICE LATERAL CONNECTION NOTES 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE FINISHED Q GROUND , 1 LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2' MIN 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE",OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"PER FOOT) SALT 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM TREATED DIAMETER OF 4" 2 x 4 MARKER 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. PLUG END OF MAI SECTION SERVICE LATERAL 45"0' 0" IN LINE WYE-TEE SEWER SERVICE LATERAL CONNECTION FIG. S-2 N.T.S. TD-6 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN 2" BRANCH NOTE: FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOTLLI " INSTALLED D O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B TD-2 GENERAL WATER & SEWER CONDITIONS February 06, 2013 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT). EXISTING PAVEMENT PROPOSED PAVEMENT SA WCUT THROUGH REMOVE EXISTING EXISTING SURFACE COURSE SURFACE COURSE 12" 12 f PROPOSED SURFACE COURSE fINTERMEDIATE ASPHALT BASE ASPHALT BENCHED PA VEMEN T JOINT W/ A ­SP H 0 obldda '° 'oD° • ° 9 TACK COAT oe°o o • ° AGGR. BASE o 0 0 o,4 00 0•. o O and Oo� ° 0.°0 ��000 NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PA VEffE2 J011VT - - ,4IL PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE-\ 0 I o ADJUSTABLE VALVE BOX W/ LID o BINGHAM & TAYLOR FIG. NO. 4905 Z (SCREW TYPE) OR APPROVED EQUAL Z N 210 r•> M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE THRUST BLOCK 2'x 2' BEARINGAREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE X N TS FIG. W-5 FOR ALL BENDS 45' min � D 2 ° D D M N. T 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1"x1"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER SINGLE SERVICE U O O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID FINISHED GRADE _III=III=III III= BROOKS 2200 SERIES BOX III -III ;III=III III - - - - - 10"-15" I- WITH EXTENSION OR LOCKWING -III III- APPROVED EQUAL IN 1/4 BEND COUPLING (IF REQUIRED) BALL TIII 1= UNPAVED AREAS MUELLER NO. H-15069 (1 VALVE I.I NO. H-15068 Q 1 /2", 2") (INLET & I- (INLET FORD N0. L02-44 ((1) OUTLET) - (PLACE ON S (PLACED ON STONE) N0. L02-66 (1 1/2") -III II McDONALD 20-209 WWDD 33 NO. L02-77 2") 36" MIN. .I II III OR APPROVED EQUAL OR APPROVED EQUAL -II METER •o- sa�°og�fo 4" STONE BRICK AS CORPORATION STOP (1", 1 1/2", 2") BEDDING NECESSARY MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION N TS FIG. W-6 ADDED FEB. 16, 2006 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81 A) EQUIPPED WITH CHARLOTTES- CLOW MEDALLION VILLE THREADS WHICH IS M&H MODEL 129 THE LOCAL STANDARD. �OR APPROVED EQUAL LENGTH OF BRANCH VARIES 6' MIN (270-) 2' TO 10' VALVE 7 CU. FT. 18 BOX #68 STONE 36"MIN 6" GATE ° VALVE �° e D' •o p° r ODD. p o° 2500 P.S.I. CONCRETE o.o " BASE AND THRUST ° ° D'D,�D�'Do " BLOCK AGAINST UNDISTURBED STABLE 8" X 6" SOIL. TEE STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT FIG. W-4 N.T.S. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 8••24"MIN $„ INITIAL BACKFILL L24 MIN. MIN 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 36" 36" MIN UNSTABLE 74"M INITIAL BACKFILL 24"MIN MIN SOIL 8° 8" 8" = MIN. MIN. =#68 #68 MIN. MIN. :•. _O".... = STONE STONE STABLE SOIL OR ROCK> L STABLE ABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N TS FIG. W-2 TD-18 TD-19 TD-7 TD-13 45' max 2 L 45' ° max PLUG ° J 2 ° /7 1 ° 1 FOR TEE OR WYE FITTINGS - WIDEN TRENCH TO ACCOMMODATE ANCHOR IF rg REQUIRED. 45' BEDDING AS MI r REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H I T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS N TS FIG. W-3 TD-14 PRIVATE ROAD CLASSIFICATION SCHEDULE ROAD NAME STATION DESIGN SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM-9.5 BM-25.0 219 21A MOXON ALLEY 9+23 - 10+63 15 mph 120 16' +-i-7/2 2-1/2' �' 8 8.5" LOCAL ROWCROSS STREET 10+00 - 12+45 25 mph 1 450 26' a--� 3.5" ­F�' 8 8.5" LOCAL SURFACE COAT NOT INSTALLED 24' PRIVATE R/W R W SURFACE COAT NOT INSTALLED R W / � SURFACE LLTOP CURB OP 1.5" SM-9.5A RO CURB :1 1' 1 4" 1 4" -� 1' . ... . .... < 3 1 ---- 7 BASE SUBBASE 2.5" BM-25 6" AGGREGATE(2113) 8-8.5" 21 A 1' 1' 2' 8' 8' 2' 11' FACE OF FACE OF CURB CURB TYPICAL SECTION MOXON ALLEY N.T.S. DESIGN SPEED = 15 MPH FOG, 6� BOG N 1131 TRUNCATED DOMES AT ALL CURB AND TRANSITION RAMPS j o°°° G �y�° ���q+J00000000°o°o° � ° ° 0 �1 ° a . °° ° ° ° ° ° ° a.0 00 o ° 0-0. ° ° ° ° °o°o °°°°° SEE NOTE 9. o°o°o°°°°°° °°°°° o. Y4" LIP MAX. AREA OF COLORED SURFACE 35' * TYP O 0 O 2.35"* *2.35" 00000 TYP 0.2" TYP O O 2.35" TYP* 0.9" TRUNCATED DOMES TRUNCATED DOMES (Plan View) (Profile) Notes: THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 2% (1% MIN.). THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5%. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 8.0%. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). CURB TREATMENT VARIES, SEE PLANS FOR CURB TYPE. RAMP, CURB, AND ADJACENT PAVEMENTS SHALL BE GRADED TO PREVENT PONDING. TYPICAL SIDEWALK SECTION FOR RAMP SECTION CONSTRUCTION. WHERE ACCESSIBLE ROUTES ARE LESS THAN 5' IN WIDTH (EXCLUDING CURBING) A 5' x 5' PASSING AREA SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 200 FEET. ELIMINATE CURBING AT RAMP WHERE IT ABUTS ROADWAY, EXCEPT WHERE VERTICAL CURBING IS INDICATED ON THE DRAWINGS TO BE INSTALLED AND SET FLUSH. 10. DETECTABLE WARNINGS SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. �AtiTH OF D I r9T1 y L. T 9 rt Lic. N 22841 Lj �SSD0NAL LNG OUTLET PROTECTION SPECIFICATIONS 14 9 Y C I OPI 1 W U D APRON LENGTH = 16 OP2 � 1. C Y. W U D 55' PRIVATE R-O-W APRON LENGTH = 5 STR #14 OUTFLOW 30" Q10= 36.72 cfs STR #1 OUTFLOW ti 15" M Q10=2.13cfs RAW POINT OF SURFACE COAT NOT INSTALLED R/W 3.� 4" 3000 PSI CONCRETE VDOT ST'D FINISHED GRADE SURFACE VDOT ST'D 4" 3000 PSI CG-6 1.5" SM-9.5 CG-6 CONCRETE 3 1 , 3 4 VDOT 21A "` �;.� ..�.: ...: .. :. ram.::''"-a'�:-'.::"-':. •. .::', '>'::. ..:r •;..... 1 . .-. .: .'..:. ::..�. .' .. ... 4" VD 21A STONE BASE BASE ,. STONE BASE 4" UD-4 Bid--25- SUBBASE 4" UD-4 UNDERDRAIN 3.5 BM-25 UNDERDRAIN 1, 5 6' 1, 2, 8-8.5" 21A 2• 1, 6, 5 1, CONCRETE PLANTING 0.5' 13, 13' , PLANTING 0.5 CONCRETE SIDEWALK STRIP STRIP SIDEWALK 27.5' 27.5' TYPICAL SECTION ROWCROSS STREET N.T.S. DESIGN SPEED = 25 MPH * INTERMEDIATE PARKING ALONG THE SOUTHERN SIDE OF THE ROAD PRIVATE ROW FROM STATION 10+00 TO STATION 12+97.88 & PUBLIC ROW FROM STATION 12+97.88 TO STATION 18+17.80 �I • U a W U w W 2 N C0 Z 0�0 NM Na Q. Q^ ?O Q ccUJI T Z 0U Luo Z 2 - rz� u Lu W 08 J� 2N OZO 0211) 0x WCj JOQLL L2 wC) w0�F-o �rz Z� 'W OC OC 0 �. W Q.W 2� ? Q� w 2 0 W 0- REVISIONS Oct. 24, 2014 County Comments March 19, 2015 County Comments Sept. 26, 2016 As -Built Road & Utility DATE Aug. 15, 2014 v, Z J_ coQ c w oS 0. OWN W V �JZ W W H J (� > O>Q Z dS J S Z �W O< I QJ - N Oa Tw U w0y a MJUJ J O 0 U Jm W V� FILE NUMBER 8053 SHEET 12 / 16