The URL can be used to link to this page

Home My WebLink AboutSDP200900048 Plan - Other (not approved)STO . N-EVV ATER SUBDIVISION GENERAL NOTES EXISTING CULVERT 1. OWNER & DEVELOPER: DRI VEWAY CUL VERT RIO ROAD HOLDINGS, L. L: C. BENCH MARK CORPORATE ADDRESS.- DDRESS.1900 DROP INLET & STRUCTURE NO. 1900ARLINGTON BLVD. CURB CHARLOTTESVILLE, VA 22903 CURB & GUTTER STREET ADDRESS.• PROPOSED CONTOUR 590 RIO ROAD EAST PROPOSED PA VEMENT CHARLOTTESVILLE, VA 22903 EC -3A DITCH 2. ENGINEER.- NGINEER.COLLINS 6" COLLINSENGINEERING DEPTH OF EC -3A DITCH 800 EAST JEFFERSON STREET EC -2 DITCH CHARLOTTESVILLE, VA 22902 DEPTH OF EC -2 CUTCH TELE.- 434-987-1631 DP -6 E—MAIL: Scot t0collins— engineering. com LL -1 CONTACT MR. SCOTT COLLINS J. TAX MAP NO. 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT; DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT; DEED BOOK 160 PG 107 PLAT 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR. NONE 5. WA TERSHED: MEADOW- CREEK WA 7FRSHED 6. BUILDING SETBACKS.• FRONT- 25 FEET MINIMUM SIDE. 15 FEET MINIMUM BACK. 20 FEET MINIMUM Z DENSI TY 48 UNITS (TOTAL) 34 DETACHED SINGLE FAMIL-Y UNITS 14 ATTACHED TOWNHOUSES 48 UNITS / 13.01 AC = 3.664 UNITS/AC. 8. PLANNED LAND USE SUMMARY TOTAL PARENT PARCEL AREA: 13.101 AC. ACREAGE IN RESIDENTIAL LOTS.- 6.94 AC. (53.0%) TOTAL RESIDENTIAL LOTS.- 36 ACREAGE TO BE DEDICATED TO PUBLIC USE (ROADS). 2.02 AC. (15.4°d) ACREAGE IN OPEN SPACE TO BE RESERVED IN DEED FOR COMMON USE OF LOT OWNERS IN SUBDIVISION: 4.03 AC. (30.8%) ACREAGE IN NON—OPEN SPACE TO BE RESERVED IN DEED FOR COMMON USE OF LOT OWNERS IN THE SUBDIVISION: 0.111 AC. (0.850 LOTS 1-34. DETACHED SINGLE—FAMILY HOMES WITH ATTACHED GARAGES FACING STONEWA TER DRIVE AND STONEWA TER CIRCLE LOTS 35&36: FUTURE SITE FOR 14 TOWNHOMES SERVED BY NEW PUBLIC CROSS—STREET. ALL PROPOSED LOTS EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 9. SUBDIVISION STREETS. CURB & GUTTER 10. WA-TERSHED & DRAINAGE DISTRICT MEADOW CREEK 11. ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLA T. STONEHENGE SEC770N 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG 404 PLAT. TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING _ IMPROVEMENT PROGRAM, INC. D.B. 2897, PG 464, D.B. 665, PG. 147 PLAT, D.B. 454, PG. 654 PLAT CURRENT USE. RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 12. DA TUM AND BENCHMARK REFERENCE.• BOUNDARY, EASEMENTS, AND PLAT DATA' BASED ON SURVEYS BY- KIRK YKIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 13.CRI TICAL SLOPES (WAIVER 'APPROVED- WITH SUB 2005-241) TOTAL AREA WITH CRI77CAL SLOPES. • 3.17 AC. % OF PROPERTY WIN CRI77CAL SLOPES: 24.5% RESIDEN77AL LOTS IMPACTED BY CRITICAL SLOPE DISTURBANCE. 8 TOTAL RESIDENTIAL AREA WIN CRITICAL SLOPE DISTURBANCE.- 0.28 AC. TOTAL ROAD AREA W7H CRI77CAL SLOPE DISTURBANCE.- 0.-10 AC. X OF TOTAL PROPERTY WIN CRI77CAL SLOPE DISTURBANCE.- 2.93% 14. MAXIMUM BUILDING HEIGHT 35 FEET 15.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE. 10.26 AC. (DOES NOT INCLUDE IMPROVEMENTS ON LOTS) 16.N0 LUMINARIES PLANNED FOR THIS DEVELOPMENT SHALL EXCEED 7HE 3,000 LUMEN UMIT. THERE ARE ALSO NO PROPOSED S7REET LIGHTS 1ZCON7RACT0R SHALL VERIFY LOCA77ON AND ELEVA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF CONS TRUC77ON PRIOR TO STAR 77NG WORK. CONTACT ENGINEER IMMEDIA TEL Y IF LOCA TION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON 77 -IE PLANS I&COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONS7RUC77ON STARTED PRIOR TO PLAN APPROVAL. Revision Index Rev. Date Description of Revision (all changes listed) Sheets Revised 0 3/8/10 ORIGINAL MINOR SITE PLAN AMENDMENT SUBMISSION ALL MINOR SITE PLAN AMENDMENT RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA \LOTr1.8 WON 01 T2 �(LL S1 O U T� E- ?= = 240' l•\• •' • 11 1 �► ►�_ CURRENT OWNER/DEVELOPER RIO ROAD HOLDINIGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENIGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293.3719 VICINITY NAP SCALE: 1 " = 1500' "0'O, ....... EXISTING CULVERT Sheet Title DRI VEWAY CUL VERT CULVERT BENCH MARK 0 DROP INLET & STRUCTURE NO. - CURB 200 CURB & GUTTER 20p PROPOSED CONTOUR 240.55 PROPOSED PA VEMENT ./-- EC -3A DITCH ROAD PROFILES 6" PROFILES DEPTH OF EC -3A DITCH PROFILES EC -2 DITCH g" DEPTH OF EC -2 CUTCH ....... EARTH DITCH Sheet Title DRI VEWAY CUL VERT COVER BENCH MARK ROAD PLAN CLEARING LIMITS - VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 20p PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION ./-- THC DENOTES TOP18ACK OF CURB ROAD PROFILES TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER S-1 ROAD PLAN S-2 UTILITY PLAN S-3 GRADING PLAN S-4 ROAD PLAN DETAILS S-6 TYPICAL ROAD SECTIONS R-1 ROAD PROFILES R-2 ROAD PROFILES DP -2 PROFILES DP -3 PROFILES DP -4 PROFILES DP -5 DRAINAGE CALCULATIONS DP -6 DRAINAGE CALCULATIONS LL -1 LANDSCAPE PLAN I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date _ DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING____ BUILDING OFFICIAL FIRE OFF/CIA L ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPAR TMEN T OF TRANSPOR TA TION it TH DFS SCOTT R. COLLINS Lic. No. 035791 � IONAL z O VJ � " LA Z w 0 z z o_ 1■■1 L z Lu Ce 1■�1 C4 as W Ice z a CL J a z 0-4 L7 0 0 QOD M 0 F_ L9� r__ Z' M W 01 Q N M W (V W o z N (V W > W W F- C! Ce L9 WQ O z Z O b-4 0_4 WZ. x O U W o0 �■ D JO Cn C/� Ce w W w � w <C 3: 0W W o Z 00 O 13 0 C v t C 0 `v CL c 0 m 0 r Uj 3 m U 0 0 U m 0 C 0 E 0 0 N z J 0 U 0 m 0 CL U X m m L m 0 0 U O v LU w 0 •U d0 SCALE ° AS SHOWN o U, c SHEET NO. n T-1 m m 190. - 7 ST C2: 15" ES -1 'TH 0 LASH NGED ROAD NAMES `INV OUT: 472.0CROSS-HATCHINDICATE391LIMITS OF 2" SM-9.5ASCOTT R. COLLINSZTED ROAD PAVEMENT OVERLAY Lic.No. 035791 �NGED STORM SEWER LOCATION N ��6° 1 1 11 1<� A 1 0 ROCK \ OUTCROP I \ 1 1 INV OUT: 474.5 0 -- waif : - - e 1 A' ` NC's -- 4. - 0864& SEWER EASE EMT P1ye��^��^eyb � 9°jONAL E 2g p �S 3s� Pu 6° „ \ \ 1 R L 10563p 9 azz FT LC 8"PVC 55 /O, F. \ \ 4" GL 0`-- 8"PVC SS \ C 101 ROGRAM \ - - e Pvc ss 61, pARCEOVEMENI P cePVE ENN�RGY DISSiPA1� a ' MAP MPR ST C4: 15" ES -1 �. - -- - ---- ------------ - - CLASS I RIPRAP b' �� TAXE HODS\NG P9 239 T ourcaoP OAD ` INV OUT: 475. L=16, W=12', D=2' o°`� �� Rpe° N�F ALBEMAR DB69�p1P9 198 PLA GE; ICU OR EX. EP -LASS I,pFR P - - Q�o K I OOO L=30', W °10', D=2' / 1 \ TOTAL ,� I SHADING NDICAT / VDOT STD. ENHANCED BIO RETENTION AREA \ '�- 53 20 56 H 564 67 is NEW ASPHA�T PAVI fi N / 1 EW -1 \ FOREBAY i \ TAX MAP 61, PARCEL 183 / AL M D B 289 g PROGRAM. INC. TEMPORARYE T ON /----� BE \ N F ARLE HOUSING IMPROVEMENT P GRADING ---- - _ - ii \ O 7, P 464 EASEMENT 11 o / PROPOSED 1 ROCK D.B. 665, Pg 147,P[6T/� TREESDALE PROPER 1 Z / CONC. OUTFALL%� _ �Y00 - \ OUTCROP D.B. 691, Pg 798 1 o / STRUCTURE 1 h5 i'-- OUTCROP S / BEGIN- :.. J DEEP R & CG LT�WIDTH STORMWATE � 1 ` �� ' w 1 \ x ,30' GREENWAY 2 6 � o ----- GEMENT EASEMENT ` �c -- /,�- POOL EASEMENT 1` 1 \ \ o uO o Lo Nce RESERVE OEC MMON O 77 H H / - - - - / o / a� MAR / /LOW r A.= 9,941 S.F. 123.9' _ x ":,` I W m A B.�= 2.900 S.F 'LOT 26 - I z " o / 8' PAVED MULTI-PURPOSE \ a / \ MARSH / / o tia• 0 m R�. ENERGY DISSIPATE% V A H TRAIL AND MAINTENANCE ACCESS FORS CLASS I RIPRAP I Ig5 .6 / / SWM FACILITY \ p o j RESERVED FO FOREBAY L.A.= ,608 S.F. �- L.A.= 9,294 S.F TAX MAP 61, PARCEL 184 L=65 W=10 D=2' B.A.= 3,064 S.F. ,d.A.- 3,386 S. �� RIO ROAD HOLDINGS, LLC /� \ < m I 8 TOWNHOUSES r. •' Z • ' I 5'�ONC. -- / 6.224 ACRES k �i > u 140.5' LOT 25 SIDEWALK 4 3' D.B. 2984, P 655 � O - r p / v LOT 2% ' D.B. 699, P 699 PLAT / X� 1 I CG -6 CURB & 9 / ^� 6 CURB ro o CCCtt�- I D.B. 160, P 107 PLAT d n v GOITER (IYP.) \ DRAINAGE/GRADING AGE/GRADING / x R I \ 9 i G I� UU11TT EASE�ENT / e .R of wtus= STA. a+n ` - - - - - - - - - - v \ 46.0' 44.T� - o w OD 88.8' 1 , 1- - - - - - - - -- - . _. _ 60.0' I 1 I- -- \ \ \\ (b• o 5 CONC. SIDEIrALK ro / LOT 19 ,,•,. � R=30 88.9' � J I W h \ L.= 9.315 S.F- / �q 1 �., VDOT STD �0, 60.0' 51.9' I C/L-F C 55.8'-_. 60.0' - �ff.0� - _ -64:0' -. - - - - 60-.D,. 60.0' _ EW -1 --- ----I--- - - -- - - - -- 30.0' ��/ - --+,.. _ N - - o I I 10' CON -C. /6 \ 34.6-., _ _ 13.4' \ tRU SIDEWALK �. - - M LOT 20 0 _ .n to \�� .:,. S O Ery / - - - 30.0'-- 30.0' 30.0' 30.0' m \ II ST 6' RAN' - / LOT 18 - m� m L.A.= 5,850 5.�. I I �. III I SIGN ° L.A.= 9,315 S.F. \ 30.6' o /- N B.A. 1.575 S.F. L.A = 5.850 .F.m rn - / m 30.0' n T 34 °' I r TRIP A.= 9,147 S.F. in m / o`. m "' / J .A.= 3.463 S.F. u LOT 21 B. = 1,575 S.F. / a� ro m ,,, m ,; v ` I I STREET m ra m m - B = 5,993 F. L / N L.A. 8,034 S- ,., '� STO C -1 / LOT 24 , � 1 I � � �� " I 1 LOT 23 1 a a E I L.A. 7.sas slrF. LOT 33 B.� = 1 sos s -F- o -1 SIGN - z 65.4' /O' / LTA.= 7.682 S. F. B.A-- 2,667 S.F. 1 \.. I o a•, � "' / NO PARKING L-/�•F 6.287 S.F.FI V B.A.r 2,654 SIIF. PROPOS GN o I o (�Yp) '• x.,.;, \ S3 `- _ f3.A.= 2,484-1 . LOT 22 „ SIGN ( P. B -AJ- 1,384 .F. I LOT 28 i;o L. = 61632 .F. - - + r'a1 uj /$ RIG 9 -STA. + s - -- - - I ` -,- - - ) L -15.� ' x 6 LOT 29 LOT 30 L.A.1 LIT 3 s S.F. B-'' = 1,a72 .F. - - � 118.2' 9 +' <.• OF RADIUS- '- 30.0 1 I I r LOT 31 B.A. 2.588 S F. I �� -'f i:/ M HT OF- AY r 1' 49.5' 30.0' STOP 7 L.A. 8,034 S F. r•, , -6 5' SIDEW C�' PLANTING- - - - - - L.A. 7.871 S.F. VAR. WIDTH B.A. 2,667 S F. 10 V�RGINIA POWER / ; ; O- -1 S •• ` `1c W..'` 01 _ - -SIGN I B.A.- 2,1 s4 S. EASEMENT NO PAR ING r Ll1 A._ 9,315 S.F__` 12'., ` -----9631------ - --- ST IP -�,- ` ILL '1: VDQT SIGHT I SIGN( - B.A.- 3,427 S.F. I 25,.. :...,:, .. Z I STREET` DISTANCE 1 I -_.- ,. ,.. J::;. , , , ;: • .. . ....: ... ... . • :•;.; •., a $IGN J E SEMENT � 5 NC. 'tNAGE/GRA ING I I d CO I R=30' X x �• ' f DRA I _SIDEWALK ,�- `-r `�, `` f `'' /y M W a, 1 LOT 17 `^ C/L F/C �r . - - EASEMENT -v+ - --- , '16+00 CG-9C) ---------- / rn 0 CD 18 00 + -_ __ (TYP) _ 1 U Q h r - _ I6 N x x x x / ' .� STOP PL S TF- - -_ -_---------�t --\-- ---'-- C3 SIG II ( ) y3 W 01 5 o TYP / l 10' DRA AGE -� - - - C ROAD L3 -� `L� _, i I + A 4 / $ N 1/ / 1 B/C-B/C=29' I (TYP) --- ,c - - I I X C a ' w EASEME T / / / I U I I PROPOSED F2/W=83_ 1 I I 3 LIMIC)F I ` 1 P GHT-OE AY n 16+0 / / / / 'n "-A� 1,605 S F. in r� A. 5,850 S F. I� L.A. 5.850"S.F. 'S'-CONC. i x PAVEMENT Y, f F o { _ -.. r. VAR. W DTH / / f � n A.- 1,575 SIF. n n B.A. 1.575 S.F 'SIDEWALK X x 5 SID WAL / I I VDOT S GHT I - j _ _ OVERLAYp °0Y / / LOT 16 LOT 15 I I I n a r I } I I �I - 15 _ - DIsrA�CE } ' k I y W tw ,« / LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 En m 0' VIRGINIA POWEIT - _ LANTIN S EET I_ C 6 CURB & „ r y,,` m Z t/ L-A.= 11,527 S.F. L.A. 6,524 S F. ---- -- --- - - - - - - Pn L.A. 5,850 S.F I I 1 I �� EASEMENT STRIP CG=6 CU TR P.) 16 m � 1 _ B.A.= 5,106 S.F_ B.A 1,936 StF. I I ry N - u, In 5,850 S.F. ;� u, N I I GUTTER ( P.).: I q r EASE ENTo \ - - - / qty Z o w 1 I I. m rn B.A. 1,575 SIF. ry Ia 1.492 S F. n ^ �` vi J GLITTER (TYP.) '^� InI rn L�.A.� 6,870 S.F. ^ - - - -- �' o I I LOT 9 A. 2,018 SIF. - L.A. 5,580 S. I In L.A. 5,896 S F. I i � .rv. LOT 2 LO] I ^r 'RESERVED FOR - �`r z �- I= N n 63.A 1 ,575 S F. ^� N B.A t 1 , 585 S� F. G e L.A. 8,143 S IF. I `` y TOWNHOUSES �-- - - - - - - - - -- -- I I I B.A- 2,650 S F. I : I I T : I t Z -C 0 - -- I I- �. I I I LOT 8 I. a �I LOT 4 I I LOT I � I I 1 c� 84.3' 30.0' 30 0' 30.0' 30.0' 30.0' 30.0' I_.A. 8,016 S. ,„ m �.Rh 2,660 S.F. ry LOT % LOT 6 I LOT 5 I :I 5' CONC. SIDEWALK '; `E W Q �'_ -4- t - - - - - - - - - - - - �- - - - - - - -" .o g I LLA. 5,850 S. I d L� A. 6.553 S�F. �{ A. 9,156 F. w r _d 115.8' 60.0' 60.0' 60.0' 60.0' ( 60.0' 60.0' ��p. I .. L.A.L 5,969 S.F. in in �" '� B -A= 1,874 S.F. B.At 3,233 S.F. ., z - /t O J o 0 _. N 42'37 44' W 769.31 FENCE I I I B.A.7 1,615 SIF. Irvi, mI A. 1.575 S{F. ,"'" I I a w - r 3.1 m _ u') i ,.. a t 10' DRAINAGE _ I c7 EASEMENT I I I I I I- 30.0' -30-0' - _30A' I 30.0' I 3o.q' 30.0' I 30.0' F I CONI TRUOCT ON ~ c NSD i3o 30 0' - - - I _ - - I - -- - -- -- - I Q o Y ---- -- - - - - - - - --JFASEM _ oc s - - - WAIK r ,.,/ L 3 o 66-F b�0' 60.0 60.0 60.0' I�-� 60.0' FENCE 60.0' BFE323 PG. 1-12 N \ L. "ST NEHENG " SEC IONS 7 8 XF E o LIFT)- 0 PED 10' DRAINAGE 10' bRAINAGE D.B. 61 Pg 12 PLAT ED 10' DRAINAGE m ° 10' DRAINAGE EASEMENT C E ____ EA '' 0 EASEM BnDc. I _ I$ _ENT EASEMENT V I RIO ROAD R/W U BLDG. NT. 'o *- FE"c.Ey__ BEGIN + Y` HI t aENNr ISI CG -6-'\ EI D.B. 3323 PG. 11�E COURT SAW CUT EX_ ASPH4LT0 0 � ' LINE TABLE LINE BEARING LENGTH L1 N24040'52"W 81.49' L2 N42037'45"W 249.38' L3 N42046'12"W 146.24' L4 N47041'25"W 248.42' L5 N46007'54"E 157.07' L6 N47°13'49"E 105.29' L7 N42018'35"E 140.70' CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD Cl 62.65' 200.00' N33039'18"W 62.39' C2 89.73' 200.00' N29046'35"W 88.98' C3 90.22' 200.00' N29050'49"W 89.46' C4 107.29' 200.00' N58008'18"W 106.01' C5 90.12' 200.00' 1 N60035'55"W 89.36' C6 37.17' 120.00' N39014'08"E 37.02' C7 35.33' 120.00' N38047'45"E 35.20' C8 92.63' 650.00' N43008'51"W 92.56' C9 39.65' 700.00' N40041'14"E 39.64' CIO 24.69' 620.00' N41 010'0 24.69' Y LIVILIY IIIIIVIY II�-IIV \ ___ easKO - - - TEMPORARY ) w / 0 .3 -� o BUMPER BLOCKS ( P CONSTRUCTION) j z c "STONER NGE" ECTION ml I EASEMENT I -- D.B. 5 / I I a/ Q o D.B. 5 04 PLAT TAX MAP 61A1-02, PARCEL A I I BEGIN I + _Z " N F STONEHENGE HOMEOWNERS' �/'�0 0 / ASSOCIATION, INC. / .`' CG -6 I (� W w -0 D.B. , P Pg 278 A ` .. l,� '�? EX. I ` �� 2 D.B. 570, Pg 266 PLAT v ``"` n .,t�'7 . 1 m D.B. 545, P 654 PLAT�' z r CC' -2 I 0 o p ZONE R6 '�VO 0 CROSS -HATCH INDICATES LIMITS OF 'SM -9.5A i t9r�y `o J PAVEMENYOVERLAY �L WLu o c ` ST 31: D113B, L = 10';' �S 1 n I / TOP: 472.2 L m INV OUY:4 Q N EX. P o �T q ST 30: DI -$C L 6 r ; R (REPLAC� EX DI w t TOP: 471.5 0 INV IN: 467 w 0 EX. INV bUT 67 7 �' �� _ m .0. + U00O ' BEGIN RI ROA \ ( W - IMPROV GRAPHIC SCALEfv1ENTS ' ^ F y MOTES: `° 20 °° B° 60 1. SEE SHE R-3 FOR R�O OAD IMPROVEMENTS. � � �T �� f� ` �' '_ w 0 S MILL EDGE OF EX. EP AT gmw \ w 0 °S S EPLA E E. DI o w SEE SHEET S-4 FOR PI AL PAVEMENT AND STREET SECTIONS. \ y�F�F THE INTERSECTION OF "�E _ o AND EX ENO EX. ¢1 �� a m 0 SHADED ARES 1bENO E IMIT Off PROPOSED ASPHALT PAVING. c ONEHENGE ROAD FOR w 1 tiFTFtic A FLUSH TIE -INE 5' TO ST 30 SCALE ( IN FEET) a 4. STR�REES 541 SIV 1 5(0 O.C. TYP \ ° F 1"=40' ° 1 inch = 40 ft. � / l ( % f/ 2'x2' YARD G iOP=47-467,p N /`\ / SHEET NO. a 0 0 g a J H N co W w J U. ENCASED F 4" 0 ING STREAM OJ�36"RCP SO� ------------ - 6p ' NOTE: \ \p 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 18" WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 18" WATERLINE DURING CONSTRUCTION AND TAPPING. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 18" RL11 dl WATERLINE PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE _ 1 TAPPING CONTRACTOR SHALL BE APPROVED BY RWPA PRIOR TO THE TAP. A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 18"x10" TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING 1 THE PLACEMENT OF THE 18"x10" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE ' TAPPING SLEEVE AND ALLOWED TO CURE FOR A MINIMUM OF 24 HOURS PRIOR TO CONDUCTING THE TAP. NO PERMANENT j - CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY ❑ Y / - FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET S-5. / --- \ 2. ABANDONED WATER SERVICES ALONG THE 18" WATER LINE SHALL BE ABANDONED AT THE MAIN. CALL RSWA 3 BUSINESS DAYS IN �J , _�-----�� ADVANCE TO SCHEDULE AN INSPECTOR FOR THIS WORK. 10" PLUG PPED 2" r �� 3. ALL M.H. TOPS ADJACENT TO A ROAD SHALL BE SET AT AN ELEVATION FLUSH WITH THE BACK OF CURB TO ENSURE IT DOES NOT SIT _ WITH TYPE A OW ABOVE THE CURB OR SIDEWALK. THRUST BLOCK PLUG 1 ,.. / I . ......... ...... . ' C 10' DRAINAGE EASEMENT pp S20 o S MARY x// /-------------------- C.O. \ �� DI -2B F2Bj _ __ R EASEMENT / / 8' STUB PIPE - - - �o ` / / " L-4 11 L_8' I 6 I� S22 Dl 2B - / FOR FUTURE LOT 26 10' PRIVATE \ 1 - - - _. 10 TE VALVE I p I L' , \ , RAINED / 1 CONNECTION 00 DI -2C / UTILITY ESMT I I !/ � � - D i. MH -1 1 4" 50 BEND I / / S3 PEA BLOW -OF / / A v 5 I EASEM^IN�6�E LOT 771\-19pt / . _ �. < LOT 27 / p0� 30' RAA I �"`� UTILI 10" D.I.P. I / , ti \ ) ( \ / f / EASEMENT 1 I I I �P I WATER , e e ,�" _.'��JIM �� +li��l�s�n�`,d►�� r%l��■��,-Emm�s v ` ,� a `�i li�� F►��+� �''� ,1, �� f Y, M WA MOE, 1 • �� i� Yytci::_ '�+'�.�ri �lii�� ail, wk "IN �_z�. �� ,'e��1r)�� ®® p M I is l SANITARY SEWER SCHEDULE M. H. - M. H. DISTANCE (CNTR-CNTR) BEARINGS (CNTR-CNTR) 22 11 79.42' N43'59'31 "E 11 12 121.88' N48000'07'W 12 13 191.96' N60027'08"W 13 13A 120.00' N42'47' 12 "W 13A 14 144.14' N26'5628 "W 14 15 233.17' N42'2936 "W 15 16 74.62' N47'21 '38"E 16 17 124.32' N00' 11'10"E 17 18 119.31' N30'31 '21 "E 18 EX 98.36' N 11 '59'45 "E 19 16 182.68' N842936 "W 20 15 217.83' S42013'59 "E 11 A 11 143.73' S4200 7' 15 "W 21A j 21 j 124.78' j N47'2723"E Pipe No. I Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) S1 36 13.0 31.0 32 S3 30 12.75 30.0 30 S5 15 6.0 15.3 20 S7 24 8.0 20.0 20 S9 18 8.5 20.5 21 S11 18 8.5 20.5 22 S13 18 8.0 19.5 20 S15 15 1 6.5 16.3 1 20 S17 15 11.5 26.3 27 S19 15 13.5 30.3 31 S21 15 6.0 15.3 20 S23 15 7.0 17.3 20 S25 15 8.0 19.3 20 S27 18 8.0 19.5 20 S29 24 9.0 22.0 22 S31 15 6.6 16.5 20 S34 15 6.0 15.3 20 S36 15 8.1 19.5 20 S38 15 6.4 16.1 20 S40 18 8.0 19.5 20 S42 15 6.0 15.3 20 S44 15 7.2 17.7 20 S46 15 8.5 20.3 21 -- EASEMENT `27^ ` PEDa PED 10' DRAINAGE 10' DRAINAGE 15' VA POWER I EASEMENT-- -_EA$ ENT UTILITY EASEM NT I 6 I 1-- 10' DRAINAGE I EASEMENT I I I I I I I I 6 TH 6 SCOTT R. COLLINSZ O U Lic. No. 035791 vo�o��ss '�4 jONAL E� z _o u ZLu W O z z 0 H N Z Lu 0 Z VI � > Hc PQ EXISTING WATER METER TO BE zz REMOVED TEMPORARY BENCHMARK RR SPIKE SET IN BASE -� OF UTILITY POLE #UH77 z �° ELEVATION = 487.25' L3 w O XISTING AIR RELE�i 5E ALVEI 00 - 10* WL1w- o dr o TAP INTO EXISTING 1 " RIVANNA W L WITH 10" T. . AND VALVE. THIS SHEET. ISTING WATER .TER TO BE Iz 2'x2' YARD GRATE TOP=470.31' INV OUT=467.7' EXISTING 18" GATE VALVE AND AIR RELEASE VALVE t9 Z W M 2:M q Q (V M W d' ° a i � a N v W 0 z'° N 0) N W06 C La W W WW Z C_ Z a7z �J o O 5 t � zC C C o Z O _ ~♦ U U G1 � 3 Wa Z n �m o y X U 0 o IF--� T +' / ^ v E o / v 3 W C9 v � Y Q W W a) Z C7 C +' W U V) zN J C O O O U U con o: cro C o w W C a° J w °_ Cl t5 w � U w. W41L z N C ° °v 00 O C o m Lu EE 0E U) ~ �°0 rj Lu v c° O IJJ �U °� d (1i 07 SCALE ° .N 1"=40 ° C .` c m v 0.0 SHEET NO. S-2 4- 0, v I ��c as �• , s , r = I y NOTES: \ \ \ \ \\ \ \ \ \ \ \\ \1 \ \\ �°° iQ� �' \\ \ \ �/ \ \ \ \ e� \ I M mor-- 8"PvC ss EXTENDED DETENTION FACIL \ \ \\ \ \ \ \ �- _\ o e T�j Q EI��GY DISSIPAEOR SEES EDT SWM-2TI FOR \ 1 • ALL PROPOSED SLOP S §T�E It THAN ,.3�'1 S�ALL \F AV L�VI�\ \ \ \ \ \ �_ oe \ ° \ 'e\ \ \ \ \ \\ I �N �'� -STA B - - - aTAD+00 - '� RIP �a' DETA L-8 AND DESIGN MAINTENANCE GROUND\ b\VER. \S \ � � \ AND L N GALE KLAN FO \/� \ \ Qe \tie �� \ \ \ \ \ \ _ ` r L=16', W= . D=2x J�'� I�� \ \ P \� \ \ \ \ \ \ \ tia °� \ \ 6e° \ e \ \ o \ Pk( POSED \ �� o SPECIFIC LOCATION AND \ TYPE\. OF U OVERS \ \ \ \ \ J , WITH GEO-F C UNDERLAYMENT I \ \ \ oe e a 1 P \ ° / ? 36' C SD \ \ \ \ \ I, RICO ROAD \ \ SCOTT R. COLLINS'Z _ — — — _ 2. ALL GRADES ARE 2 ONTO Ml�f SAL �\X E ply Qe SS PS' \\ \ \ae ti 1 1 \ Row �o _ — — / IR�SY`DI'SS'1P _ - - \ 1 I { I J ' \ U Lic.No. 035791 ,2 /■ i — , — — — \� \ — — \ / °Qq� WITHIN TH SWM FACILIT WHIG R, 0\ q I �P ---� - \ \ \ \ \ \ oe GADIG NTR S L -bDOTSTD. / \ I Q _ _`-._ . ` - \ \ \ ) \ \ \ Q \ \ \ \ \\ _^ _ °e� 0 R A S 4 A \ I sI� E� � \ \ \ FIELD Z E - ° Q ,� ° / �' - _ _ \ r \ �\ \ \ \ �° �= - \ �e Q� \ S NAL RQ AY / \ a°o a \ \ \ \ o oe 1 1 1 WI H GH � OF I A _ 1 \ \ \ 1 1 IM RO M NTS W I �ROPOSE9 �*M C' ` \ \ 11 I I I I � \ACCESS RCT \ _� —�\ BREVIS R0 D. GRADMIG SER RO D CPdANG I 1 1 I I I o CO I I J 1 % I .4p r 2 / �- S RE - A rx' oe , e° \ °� ' - - 1 \ >\GREEN / /3 °// EIgS€M \ ti& o• /� .......... -r\ l e )\ � o\Qol / !SOALLSTREE y/ / 'ice / / / 11 \ \ \ 30rpOP \ \ za"P/7" doP h / / Pj - ``-moo -_ `moo \ � \ '�` VA I/ �- - - - - - - �— - _ ` \= zrz�EE-sH \ 3 ST RMWA / / / - - -- - -_ - J, - ° POSED5WI\� \` /�CC�/ NA T / /r— /T—y/T °- - - `?�1-�P _ _4 _ j/ I ! I 1 d, 7.24 � �S2 / o \ \ / EAS LLLLLLLL i 2a"o -- \ k tS 4E � � i -- _ - �_ — -- — — — — 28'.P � / � •� I / 1 .-. (A u / / c / W 44"OEECH � i � / t — _ — — — _- v / / 0 / % a� to W �G\Y'b SSI _ SSYP \ R�BAY / / /r % i / '26"OAK- i / i — _ — — — -- — 24'PAP — _ / / // z > z W ❑ // / 26"OAK \ \ \� \ \ 36'•BE / � �� - — °n6-- — — — — — — — -' '- — � J � / — I / z � OC ►"' F RIABL� WtD�T�IT I\ \ \ \ \ I /' j y /\ / _ _ _ _ - / / so'P / / l 1 I / - - / 1EPt�- l�26/POP I I i I r / T"OAK Vn1VC � \ \ \ / / // / / 27"HICK \ / / iKpi — — /, i D / / W / 24 Ay \\ \ \L0T\19 \ \ \ \ \ \ \ \ / / ^I r i / / / / / / I / / YAWN i TEMPORARY BENCHMA / / \ FFA --438,3 \ \ 20 D AINA — — — / k ' 1 _ I RR SPIKE SET IN BAS lh \ \ \ \ \ \ / EAS ENT 1 42 �_ / — , / 1 / / / / , \ I / — — \ OF UTILITY POLE #UH J \l \ o ' \ — 'l %` \— / /' / / / I I ELEVATION = 487.25' z Ol 2 3 � / \ 4" AP LE ALE T 20 S LL � II // / �;�: F E -4J :3 / fE--426:0 J .- / � \ � / I . � \ ,� r _ �. /F� 440:8 / / / \ I FF - ) . < a77nn.3 I \ 4 2 'POP l � Y" / F � \ / ,- I i o i � — I \ \ I I 2 3 FF 8 :3 / / - LU o S18 .� _ TT o 1 X I — \ I i l i ° wt. I r 6 0 �o I \ l ---__ \ r, 0 "P P 3 D D - S3 3 / / / w W 4" K / A 0 I f'- 1 / v. 1 I 16 I Co ( FF 38 _ Y. —1 4 �, 4 �� I 2 6AK i ' r �� F- o T / LO °/ , ;2 / / I / a i \ - / r I o. _ I o3 L I F 0 F 24.8 F 0 4 - - FF 32. \ E D \ 1 i 1 / / I � o / P P - a / I 1 -- I S 6 s - i _ I u�r I I / I - I WA AIJO T / / I / 1 E 4 TENAN I cD � I M1A1Pd - I _ - l , / A J .j, / ASEME / 1 E ■ S 4 - 1 - f 1 1 I S 26 1 / 1 / i a 4 I I 1 � 2 1 \ 1 � T E SEM 4 I , 10 1 4 S „ I 1. \ 1 42.8 - i / I -( E\ I 1 - - k I - I / \ 4 1 S / 1 I 8 0 S4 5 i z 20 1 0 CD IN f —L9 W T / TR.18 I f M 1 + I 20 O� O 7 • S 6 30 N I / / / i / •, I LA N 442 \ — / y \ _ — (� E -IND -1 / _ r \ / I �_ - -; \ -J i 1 / I I i - I / G S I I I \ TO STR.10 I a � i I / / / •.., _ : w- ti , I I / :• ('V 1 a_ u� I �E�, D 1 16 4 2. 8 r. I 4 1 \ 1 I \ tF T I \ i REL E DITCH •: T( l 1 1 \ � I n.. J . r W , c n I I LOT 1� I 0 1 II LQT 141 1 0\ 13 LOT 12 / rOT 1 LOT FFE=442. 1 I E=4 6.3 1 I \ I.� I I \ _ DENSE L I I (FFE 432,3 = .3. \ FFE=4 .67 FFE-426.67 I-�FE-428: 444 �. \ \E 4 8. .. \ r I 1' I. A)I�IAGE 1 / I 1 \ 1 RAS BAR. / I I / LO\T 2 �; MET i T 9 44a ESE N ;0 � .` �' 4 N I I l 4.5 _ \. \ 2 J � - .7 FF 7 / \ s :,- 4 E s o I G SS YA . �s' � O i I \� I I .� - i y I — z f - � I { \� -1 I I I I 1 E / / Q1 — TEMP ARY — O 1 I I \ � I T GR S� ARD ° . 424 ASS Y/A J - I L 5 I) LOT 4 I I I cV , 4s4 \ _ I 0 6 CtNSTRU TION T / L _ FEE 46.7 \ 3 -r- \--C � � � 2 / _ o �� SwA E FFE-435/,7 I I F'FEFF�454:j/ I � FFE-460..7. I I I. 3o'i�o 1 I I I Sw�LE I 1 I � E I ;'; ,� � l (V \ \ \ a2 - - / I 1 =412.7 I/ / 1I EMENT YAF2D 1 I I o I B.32 PG. 1-12 -N-4T37'+4_ vv 769.31 I ( (RASA' YA I I I I ° c� 2(?� DRAINAGE �' Pi za"POP ! I / / I LE I , zs"POP �WAL z — � �25 NE / I I I � I `i'! E�ASEM L o; t ------ -- —t— I �_I I I y i W w \ O / I I ( 30oPOP — — — —r 30"MAPLETRJJ I I I z 'IN / �- I 30 HIC— �- -i-- -I- — ,- -{- I — I I -�- I — 2 I W o z /711/ 1 \ I I l / I H W � -_ / MAXIMUM LIMITS OF XF" - PED -,� / PPED '33'P - - l RAI G ON STONEHINGE I / ' Z ,-, �, \ 1 1 - - - - / / 1 I I I \ J 1 DBL 11" NE P PERTY ASSOCIATED I 0 j BACKWATER ELEVATION _ Xf / / / / / _ J ` `'*- _ ! I l \ ( I - o / / / / WITH 100% CLOGGING OF STR I TH RI OF WAY Z o za / / //' / i / / / S8 = 425.05 FOR 100YR STORM _ _-__ �` 13" I EDAR : 'I `o , -� — -� \ I I R® ENTS� f : II G.i.� // / / / / / / / j / / /2 OAK 1 O = C �° ROR 1 Z G o OPoos.3323 PG. 11 / / I 3 v / / / / / / / / / / / / DBL. 13" MULBERRY z "OAK / / F� / _ / I (� II / / CL d U) a3i q' 7/7'ft ///// / 18 EDAR I M W Op G EE SHEET R-3 / . T o OR RIO ROAD II � / � � / U C L IMPROVEMENTS y" lr I� g I � LAWN J ul 44( LLI 1 � r T �l / l / / / / / / o / / / / / / / / / / / , / / / / / CREPEM RTL �. I J �j z GR PHIC SCALE 2 PINE I ' / / �z 0 L / 24" HAC ERRY I w LAWN 2..0,E ao 0 20 ao so Iso V �� C RRY IN FEET) 'Y / / / / / / / / \ 1 inch = 40 ft. 28'OA � �c T w W a - o ° III � (! I I I III J/ J l �// // / I/ / l l l 1 1/ l I l/ 1 1 / l ■ - arm ooti NE ! W Q s 4" I 3 C I J I I III IodE 1/ I III I( J l l l l l/ l l l l! J ? / \ ` �� I / / 0.0 x ... M I LAWN CREPE TLE / / / � 0 • � II '1• Ii ,, i'i IIIIIII I I 1I I 1 I I I I I I ll II lI IlL IIlI I III I I I II l I I I I I IJ I 1 lI I 1 I /I 1 l I l / / I Il / I l l I J l I J l 1lJ J 1 I J l 1 J l/JI J JII (II 1 I J I 11 I 1I 1 , I!i I I t l l; / //- / \ T� F 3 °0I 3 n W ' .0O +MAPLq 2x2' YARD GRATE TOP=4031 0 J 2�/AK NV O ro 0yOCREPE MYRTLE U f E I z I II JI J/ / / 13TPICAL YARD SWALE TYPICAL SWALE ALONG TRAIL RIPRP CHANNEL OUTFALL P TRAIL CROSS-SECTION tu �J II IIII 1 1 1 44 PINE ' 1 11 1 / / I I J 1' 80 1' / N 0 W n III 1 1 I I l J 1 I I 1 J I I 1 I DENSE PAVED TRAIL ~ 3 3� /� 3 a v=i 0 :1 IIII IIr\JI IIII ((ItoKJ /� l 1 1 / J l 1 I I I I 1 1 444 D=1 �� sc�►tF ° I I / 11 I I I I al l 1 / �� `'7 1 `L `? y D=1' "� /� u c III `d�' I l l l/ 11 I I I/ I l l l ! l l l l l l l i l 1 2a"�gP 1 / \ MAX. CROSS D= / 1= 40 o c Z lli I 1 I/ J J J J I!/ I I I I I( I J I I I I I I I \ �,. SLOPE = 3-4% NOTE: SEE SHEET DP -2A FOR JJJ/ 1I I I I Jllll l 11 l I III J I I I I ! I I I I I I I I I i "6"GRAVEL IV ATE \ / 4 JI _ I _ \. 2 CRUSHED DITCH DESIGN CALCULATIONS 19 � / c / I -t -I �- SURFACE STONE " 5.4' a O� L S-3 Il J I l / I a"ohK 1 I I I I I \ :2 CRUSHED SURFACE STONE RIPRAP DITCH BELOW STIR. 40 5.4' \ SHEET NO. � a h l I 4" 21-A STONE �4" 21-A STONE TO THE CREEK (L-20) o t LIST >: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC71ON TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON (VDOT). 774/S PLAN AS DRAWN MAY NOT ACCURA7FZY REFLECT 774E REQUIREMENTS OF 774E PERMIT. WHERE ANY DESCREPANCiES OCCUR 774E REQUIREMENTS OF 774E PERMIT SHALL GOVERN. 2. ALL MA7ERiALS AND CONS7RUC770N ME71400S SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VDOT UNLESS OTHERIMSE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H 174E APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUC770N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. 774E MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BET7E-R ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 71ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W17H THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES & UNLESS 07HERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77074 MUST COMPLY WI7H OSHA STANDARDS FOR THE CONS7RUC770N INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrude, the contractor shall have CBR busts performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade .soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Enact length, location and appropriate end treatments will be field verified at the time of construction Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be pasted on speed limit signs are 5 mph below the design speed, or as determined by V DOT for public roads. 12, VDOT standard CD -1 or CD -2 crass -drains under to be installed under the subbase material- at all cut and. fill transitions and -grade sag points as shown on the road profiles. 13. A video camera inspection is requited for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a VDOT or County inspector present ROAD NOTES GRADING 1. THE LATEST ED17ION OF THE ROAD ee BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM 774E EN77RE ROAD RIGHT OF WA Y WD TH AND . REPLACED WHERE NECESSARY WI TH SUI TABLE MA 7LERIAL TO 774E SA 77SFAC77ON OF THE ENGINEER. J. ALL GROW714 OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR 714E EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E C0NS7RUC77ON OF THE SUBGRADE- PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 7HE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 7HE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE /S PLACED. J. TEST REPORTS ON SELECT MA 7ER/ALS MUST BE SUBMI TIED SHOWING 7HE MA 7FRIAL MEETS REQUIRED GRADATION FOR TYPE I, Il, OR III PRIOR TO PLACING AGGREGATiE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE /S BEGINNING AT 7HE COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN 7HE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 7HE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGA 7F BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLA7F, AND COMPACTION BEFORE SURFACE TREATMENT /S APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). & 8177JMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS, 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUC7URES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN 7HE RIGHT OF WAY. ONLY 7HOSE STRUCTURES SPECIFICALLY AUMORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE S7REETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIV47F ENTRANCES, SHOWN HEREON ARE TO BE RCP WTH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICA 7F J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE M H THE VIRGINIA DEPARTMENT OF 7RANSPORTA/ON SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND - GRADED TO 774E SA 77SFAC77ON OF 7HE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 10' MUL TI -PURPOSE TRAIL 2" PA VED SURFACE V L I r7 .J / VI •I_ L.,/'lJL- MUL TI -PURPOSE TRAIL_ NO SCALE VARIABLE WID TH) 4" CONIC. (3000 PSI AT 28 DA Y, OR STONGER) T LI /-7 ! VI•L LJ /'l JL CONCRETE SIDEWALK NO SCALE 5 K D NOTE I TSHAPE TO BE BEVELED H WITH MORTAR----- 00 ORTAR-----00 NOT BEVEL. INVERT - r! r b D Flew EW -1.1A L -c---� NOTES: L "H" MAY REDUCED UNTIL 'V MAK3�S A MBMABi OF 4" WHERE ENDWALL 8. BEVEL EDGE IS REOUftED ON THE HEADWALL AT THE INLET END OF THE DPROJEO TO VE VE FILL SLOPE. CDERLINE. N L� 0 NO SHALL TOP OF ENDWALL CULVERT (WHERE THE FLOW ENTERS 7HIE CULYERfl. SHOULOM ?.HEADWALL AT THE OUTLET END OF THE CULVERT MAY eE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST ON PLACE. EDGE OR BEVEL EDGE. J. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET S. ON SHALLOW �pppp (FE E obLAK 1C� LESS B PMAtLEI TO�TFE GR101.02. L*AbE OF TIE ROAD. 4. ('HIS O3T TO 8E USED WITH STRAMCHT CROSSNAND6S AALL SKEWS 9. V4.. CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION S. OR WI � WALL88E__QE1lEI EO IN ALL AREAIS EXCEPT WHERE A CONFLICT WITH NVERT aGc�lR EW -1 EW -1A ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL. PIPE 1. THIS ITEM MAY K PRECAST OR CAST IN PLACE. Traffic Generation Summary DIAMETER OF PIPE CULVERT I SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) ADT/unit 112' 115.. M.1 2r OR 2M- 27. OR 30" 33" OR 3r A 7-8" 0'-8- 0'-9" I 0' -Ir T -O" r -O" B 7-1r' r -r V-3" r -S" r-9" r-7' C r-4" r-7" 1'-9" r-2" r-8" 2'-9- 0 r-0" r-3" r-8- r_r r -r Y -(- IF 7-8" 01-8" 7-8" D'-9" W-9" 7-9" H 2'-3" 2' -Ir 3'-2" 3'-9" 4'-3" 41-9" L 4'-0- 5'-0" 8'-71 W -O- xr-0" 12'-7' 0 0'4/4- &-%- W-2" 1 0'-2X/x-' 0'-3X/,- 01 -3i4 - b 7-r 7-f/4- 017211 7-2" 0'-2%2" 0' -3 - 8'-8- W.12.. CUBIC YARDS OF CONCRETE M)'-ri" 12'4' CONIC. PIPE 0.241 1 0.492 10.0971 1.319 1 2.087 1 2.947 C.M. PPE 10.257 4'-r1 1 0.521 10.739 1 L3nB 1 2.198 1 3.145 EW -1A SPECIF ON ,STANDARD ENDWALL FOR PIPE CULVERTS 1211-36" OCULAR AND 23"04"-53"x34" ELLIPTICAL PIPES 304 WON" DEPARTMENT OF TRANSPORTATION r 101.0i A--d1F1 WIDTH OF ENTRANCE+ C4 EXPANSION JOINT t; s OR �� SPAM e �OURER EXPANSION im UW CE SPA 8- ROW LINE WITH OF GUTTER pENTRANCE� WIDTH EXPANSION JOINT IIB90LUTE � rD2' EDGE OF PAVEMENT ir Hkv PLAN A 4-I *0% To lox owm PA FACE OF CUB RAAVED I -SI EWAR SPACE NORMAL aur ER 1 12x NrAAx sLOPE ._ ,v CLAss A3 �1.-a'-01"- FOR CURB ARD GUTTER OILY - FOR BXJLTNTLY SECi04 MA l-- WENTRANCE -'�'r '-0.1174. LIMITS OF -Do WK PEDIESTRMNLIMITS OF _JL_ ACCEE R�� D- - -. -.- & IRAN 4. ON SLOW PEDEEST" ACCESS ROUTE OETAL ADDiITONAL RICHT-OF-WAY 16 RE� F THE LIMITS OF PROPO6FD WDT°�18PaiT M E7(TEND BEYOND Ex1STM DETAL TO BE USED WHEN THE CCIAED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE 6 LESS THAN 71, 20 CUBErY D BY PEDCET TNMJS M M. A°FNDA '• s'.S s. e• e. :.:....... M FACCOW ESS ROUTES PRD�:I TRRsE WIDTH s SECTM e -s REQUIRED WITH A MAX. 2Z CROSS SLOPE. WHEN USED N CONJUNCTION WITH STADARO STANDARDEB Y BE AO NBTE�O TO MATCH THE MOUNTABLE CURB CONFM,IAEATI N. i. �• - - - - - - - K SECTION C -C CONC. APONT OF GRADE CHANGE * z 12 X MAXIMUM INCREASE IN SLOPE AT MMIIUM 1D' MERVALS X X X 3 X MAXK W 0000WASE N SLOPE FOR FIRST V INTERVAL AND 8 X MA7MXN MCREASE FOR SUCCEE M WMARN IO' INTERVALS STANDARD ENTRANCE GUTTER WNW" DEPARTMENT OF TRANSPORTATION 203.03 Table 4: Pavement Design (VDDT Pavement Design g �Guidej NOTES= ENDWALL FOR ELLIPTICAL. PIPE 1. THIS ITEM MAY K PRECAST OR CAST IN PLACE. Traffic Generation Summary 2. CONCRETE TO BE CLAISS A3 F CAST IN PLACE. I SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) ADT/unit 3. COYMNATKN CUM A GUTTER HAVING A RADIUS Source 23`04" 30"x19- 34"x22" 38''X24" 42"X27" 45-xW 49x32" 53"04" A 00-8" 0'-9" 7-10" 7-11" 0 -11" r-0" r-0" r-0.. 8 r-2- r-5" r-8" r-8" T-9" r-10" 1'-1r' r -m. C r-8" r-11" 2'-r' 2'-4" 2'-5" r -T' 2'-8" 2'-9- D 1* -2- r-7" r-17' 2'-0" 2'-3" 2'-5" 2'-8" 2'-10" F 7-8" 0'-8" 7-9" 7-9" I 7-9- 0-9- 0-9" W-9" H 2'-10" 31-3" 3'-7" 3' -IP' 4'-0" 4'-2- W -S' V-7" L S'-5" 7'-2" 8'-8- W.12.. 10'-2" M)'-ri" 12'4' rP-11" S r -TN" W-8" 2'-10" 8-2" 31-8" 31-9" 4'-r1 4'-5" a 0'412•• W-SX/4" 7-31/2" 0'..4" W -41Y11" 1 0'-414"1 0'-5" 0'-5/2" b 7-2" 0'-21/t" O' -2V4" 0'-3" 7-3X/2" 0`-04" 0'-4" 0'-4%2" 16 11.6 21B CUBIC YARDS OF CONCRETE 10.6 16.91 CONC.PiE 0.502 0.855 1.238 1 1.300 1 IAM 2.101 2.512 2.801 SPECIF ON ,STANDARD ENDWALL FOR PIPE CULVERTS 1211-36" OCULAR AND 23"04"-53"x34" ELLIPTICAL PIPES 304 WON" DEPARTMENT OF TRANSPORTATION r 101.0i A--d1F1 WIDTH OF ENTRANCE+ C4 EXPANSION JOINT t; s OR �� SPAM e �OURER EXPANSION im UW CE SPA 8- ROW LINE WITH OF GUTTER pENTRANCE� WIDTH EXPANSION JOINT IIB90LUTE � rD2' EDGE OF PAVEMENT ir Hkv PLAN A 4-I *0% To lox owm PA FACE OF CUB RAAVED I -SI EWAR SPACE NORMAL aur ER 1 12x NrAAx sLOPE ._ ,v CLAss A3 �1.-a'-01"- FOR CURB ARD GUTTER OILY - FOR BXJLTNTLY SECi04 MA l-- WENTRANCE -'�'r '-0.1174. LIMITS OF -Do WK PEDIESTRMNLIMITS OF _JL_ ACCEE R�� D- - -. -.- & IRAN 4. ON SLOW PEDEEST" ACCESS ROUTE OETAL ADDiITONAL RICHT-OF-WAY 16 RE� F THE LIMITS OF PROPO6FD WDT°�18PaiT M E7(TEND BEYOND Ex1STM DETAL TO BE USED WHEN THE CCIAED WIDTH OF UNPAVED SPACE AND SIDEWALK SPACE 6 LESS THAN 71, 20 CUBErY D BY PEDCET TNMJS M M. A°FNDA '• s'.S s. e• e. :.:....... M FACCOW ESS ROUTES PRD�:I TRRsE WIDTH s SECTM e -s REQUIRED WITH A MAX. 2Z CROSS SLOPE. WHEN USED N CONJUNCTION WITH STADARO STANDARDEB Y BE AO NBTE�O TO MATCH THE MOUNTABLE CURB CONFM,IAEATI N. i. �• - - - - - - - K SECTION C -C CONC. APONT OF GRADE CHANGE * z 12 X MAXIMUM INCREASE IN SLOPE AT MMIIUM 1D' MERVALS X X X 3 X MAXK W 0000WASE N SLOPE FOR FIRST V INTERVAL AND 8 X MA7MXN MCREASE FOR SUCCEE M WMARN IO' INTERVALS STANDARD ENTRANCE GUTTER WNW" DEPARTMENT OF TRANSPORTATION 203.03 Table 4: Pavement Design (VDDT Pavement Design g �Guidej NOTES= --� 1. THIS ITEM MAY K PRECAST OR CAST IN PLACE. Traffic Generation Summary 2. CONCRETE TO BE CLAISS A3 F CAST IN PLACE. I 4000 PSI IF PRECAST. ADT/unit 3. COYMNATKN CUM A GUTTER HAVING A RADIUS Source OF 300 FEET OR LESS (ALO 9 FACE OF CUM SHALL Pavement Design _ Location ADT HCV Design ADT CBR SSV Dr Surface h a Bine (b la 1 AIO OESBN SPEiO AS SHOWHI N APPEHDOC A Sub -base h a Dp PENFIELD LANE 340 0 340 4 4 11.00 sm9.5 2 1.67 bm25 3 1.6 21A 6 0.6 11.74 TREESDALE/STONEHENGE WAY 293 0 293 4 4 10.49 sm9.5 2 1.67 bnm25 3 1.6 21A 6 0.6 11.74 PENFHELD PLACE 50 0 50 4 4 4.33 sm9.5 2 1.67 bnm25 3 1.6 21A 5 0.6 11.14 PENFIELD LANE(htersectlon with Rio Road 633 0 633 4 4 13.17 sm9.5 2 1.67 bmm25 4 1.6 21A 8 0.6 14.54 Rio Road Lane Improvements I =12.5 1.5 11.67 bnm25 16 11.6 21B 8 10.6 16.91 iml9a 2 11.67 Ibm25 14 11.6 121A 18 10.6 14.54 b% Piz, ..iii-,. SECTION D -D CO -5 r. COMBINATION 6" CURB & GUTTER 105 802 VIRGINIA OEPNRTMENT OF TRANSPORTATION INSERTABLE SHUT A59 ma ZNERAL NOTES: L T+1f p[t1 avAl WA104 $NULL Iit RROMIDEA PT DRUJ 790 QQIME� 2TAT wr RPC A'4 IF PFMA;Q 6Ti >NL TABLE Z BtJ;IFMO SMOF ou" now MMPI' OE POUND 1IORRIIERICALY M "I PMP TYRt LAR F. OR W UM F®elB6etE CMTR1ICTNRM .1111011 WRM EON" ails. Pfl�PEND #GU l W� U750" 1MNL S A'4. 60 L �ti5�i.+xir�eTw�ir Mn'r'a+C,,'" ITi�IIAIE. L aXXRtt r A10 ARE N FfsNaM1rM6 R0 ,O MM o xNR 1rAss TYRE B 7. CRT PARALLEL i ERI �i9E BD VIDME STSE�ABIT FW MOl X 1111 A F Iopto a I - 8. �Umil0 T - „� 'r.; M, "REGIO a P ITS l AT xx : #TIE as 2°R► OF 0" L T K 4"Tim 1*1111��T TYPE C ITRUpI 1 R1/sNDF F9IM ORUHDItaE PARALLEL L & PE NDFC:iJL AR Ti1S MIRYAM NBTM 06M'MBrFMX 11► % gpMX TX % UBC=% P7!' TK IAr - y4y TxIAHcrH>ED DONE 6 0 0 0 6 0 D 0 0 a+aDoaa0000aaa 0 8 0 0 0 0 0 000000 ;j XJ 8 0 0 0 0 Xi O s? o X18740 ' 02^ q`I 0600 a 0o 060000 �0 a as a 747 Nsa aa+aaaa 0000000000000 _ tsuN�pT� r bow L)E DEECl AFS u,YIA�IHMNCr Or CG -12 DETECTABLE WARNING SURFACE GENERAL NOTES a 8B7 g3 WflmH11(JTT 0 I Al" 201.03 Table 3: Traffic Generation Summary_ NOTES= --� 1. THIS ITEM MAY K PRECAST OR CAST IN PLACE. Traffic Generation Summary 2. CONCRETE TO BE CLAISS A3 F CAST IN PLACE. Use 4000 PSI IF PRECAST. ADT/unit 3. COYMNATKN CUM A GUTTER HAVING A RADIUS Source OF 300 FEET OR LESS (ALO 9 FACE OF CUM SHALL single fam. Residential BE PAD FOR AS RADML COMBINATION CUB t GUTTER. l OADT + 5.86 ADT 4' � Y N TrLWK VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 NEON OONbTRUG°F TED PM=LEL N SUBBASE COUINIES single fam. Residential TO AND TO THE DEPTH OF THE PAVEMENT. 10 S. ALLOWABLE CRITERIA FOR 7HE USE OF VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 13.1 CO -8 B BASED ON ROADWAY CLASSIFICATION single fam Residential AIO OESBN SPEiO AS SHOWHI N APPEHDOC A 41 2- R OF TIE VOOT R0/0 DESIGN MANU/L i p Treesdale/Stonehenge Way multrfan* 50 illy 293 ID. 20 0 0 0 0 0 100/0 12 26 155 280 - - - '- - - - - - - THE BOTTOM OF TK CURB AND 3 GUTTER MAY BE CONSVIN CTEO PENFIELD PLACE PARALLEL TO THE SLOPE OF 25 COURSES PROVIDED A 10% MIMAIM DEPTH OFr' ;�Wa YAMTAIm. �E g6 � 28 TFE OC NTRACTOR 3 r. COMBINATION 6" CURB & GUTTER 105 802 VIRGINIA OEPNRTMENT OF TRANSPORTATION INSERTABLE SHUT A59 ma ZNERAL NOTES: L T+1f p[t1 avAl WA104 $NULL Iit RROMIDEA PT DRUJ 790 QQIME� 2TAT wr RPC A'4 IF PFMA;Q 6Ti >NL TABLE Z BtJ;IFMO SMOF ou" now MMPI' OE POUND 1IORRIIERICALY M "I PMP TYRt LAR F. OR W UM F®elB6etE CMTR1ICTNRM .1111011 WRM EON" ails. Pfl�PEND #GU l W� U750" 1MNL S A'4. 60 L �ti5�i.+xir�eTw�ir Mn'r'a+C,,'" ITi�IIAIE. L aXXRtt r A10 ARE N FfsNaM1rM6 R0 ,O MM o xNR 1rAss TYRE B 7. CRT PARALLEL i ERI �i9E BD VIDME STSE�ABIT FW MOl X 1111 A F Iopto a I - 8. �Umil0 T - „� 'r.; M, "REGIO a P ITS l AT xx : #TIE as 2°R► OF 0" L T K 4"Tim 1*1111��T TYPE C ITRUpI 1 R1/sNDF F9IM ORUHDItaE PARALLEL L & PE NDFC:iJL AR Ti1S MIRYAM NBTM 06M'MBrFMX 11► % gpMX TX % UBC=% P7!' TK IAr - y4y TxIAHcrH>ED DONE 6 0 0 0 6 0 D 0 0 a+aDoaa0000aaa 0 8 0 0 0 0 0 000000 ;j XJ 8 0 0 0 0 Xi O s? o X18740 ' 02^ q`I 0600 a 0o 060000 �0 a as a 747 Nsa aa+aaaa 0000000000000 _ tsuN�pT� r bow L)E DEECl AFS u,YIA�IHMNCr Or CG -12 DETECTABLE WARNING SURFACE GENERAL NOTES a 8B7 g3 WflmH11(JTT 0 I Al" 201.03 Table 3: Traffic Generation Summary_ _4___.._ --� -- -� Traffic Generation Summary Location Use Num. Units, SF ADT/unit ADT Source Penfield Lane -intersection of Rio Road and Penfield Lane single fam. Residential 34 SF + 50 NW l OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 Penfield Lane -intersection of Treesdale/Stonehenge Way and Penfield Lane single fam. Residential 34 10 340 VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 13.1 Penfield Place single fam Residential 5 10 50 VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 B. l Treesdale/Stonehenge Way multrfan* 50 5.86 293 VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 B.1 20 120 100/0 12 26 155 280 28 40 3 Table 1- VDOT Sub. Str. Req. PENFIELD PLACE Table 5: Street Design _ _4___.._ Street Design Data Street Public or Pritvate M>isintenance Design Speed mph Min. CL radius i% Max. Grade Min. K crest Min. K sag Min. Stopping Sight Dist. Ft. Min. Int. Sight Dist. FL Min. travelway width & Min. ROW width Min. shoulder width Sones for Standards PENFIELD LANE PUJBLIC 25 200 100/0 12 26 155 280 28 40 3 Table 1- VDOT Sub. Str. Req. TREESDALE/STONEW NGE WAY PRtIVATE 20 120 100/0 12 26 155 280 28 40 3 Table 1- VDOT Sub. Str. Req. PENFIELD PLACE PUJBLIC 25 200 10% 12 26 155 280 28 40 3 Table 1- VDOT Sub. Str. Req. TH 0- f 0 SCOTT R. COLLINSZ U Lic. No. 035791 IONAL E�Ol z O Z" W 00z z O_ HIn '-" z Lu E3 0 WTn z Q J a J Q z 0 Illl- T V \ Z L9 m W z m W I Q o 1z N (7 N W W F- I�1 F- L9 w 0 0 F-4 z z C) ~ Q J 0_all, a! o W t!!� z x 0 0 U oC W W F"♦ 0 � Z 0 Ul JC/) Ce J W W w � 0 U c w W Q W W Z 00 0 J W W � z CL cn SCALE N/A SHEET NO. S-4 zx saaEw�lx PLm7m snaw TYPICAL ROAD SECTIONS 1" = 5' zX 2K 6. PLAN77NO 51DFwArx smp TYPICAL NL'IGHBORHOOP STRrffT ,SArTIOAr A (5z' INSET A S701Vl'mmlr FIT I IN JE I l, TYPICAL NEIGHBORHOOI> STRFffT SA TION C ANIS T (5,2' Rl-r) PBiVPlrM Z.",r (SMT10W C - s~ . =AW.4TB B".r) - STA. ff*50-STA. Af*50 PA'1VI'IA'LD P"ff (SAMAMV B-6- .4=M ^ATff B",r) I fXlSI/NG � 1INJE. I U TYPICAL NfI6!HB0Rff00P S'TRr'L'T SA TION .D (V,4RIABLF R11r) me m" "M f. Piv"w FlArff r"" " m tf" AM rAp" a" cmv"JRIrm" A M-4MMMr""&"Rr"RA? V"WMANSWff"Mf" rlmr sura or rte' "" INSET A INSET B INSET C INSET D TH SCOTT R. COLLINS'X 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE O Lic.No. 035791;1:1 SM -9.5A 2. 3" ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 ONAL E��l 3. 6" AGGREGATE BASE MATERIAL TYPE 1 NO.. 21-A 4. VDOT STANDARD CG -6 SEE TYPICAL DETAIL 5. SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL SPECIFICATIONS z _0 Z" W O z Z _0 u z ui a M•1 � f as W c Z Q J d J 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE Z SM -9.5A 2. 4" ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 3. 8" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A 4. VDOT STANDARD CG -6 SEE TYPICAL DETAIL o co 5. SUBGRADE CBR 10 COMPACT PER GEOTECHNICAL SPECIFICATIONS L9 z w M ONM N d- Z M W m �- o' CL QT N v W 0111 o z N N W cLm 1. 2" ASPHALT CONCRETE SURFACE COARSE TYPE = z SM -9.5A W � W 2. 3 ASPHALT CONCRETE BASE COARSE TYPE BM -25.0-00 ff Zz c Z 3. 6" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-A FOR 1 --qv W STONEWATER DRIVE AND 5" AGGREGATE BASE w GO MATERIAL TYPE 1 NO. 21-A FOR STONEWATER COURT.con 0.0L9 4. VDOT STANDARD CG -6 SEE TYPICAL DETAIL m o� 5. SUBGRADE CBR 10 - COMPACT PER GEOTECHNICAL E-' z C U SPECIFICATIONS O F --i O c ,� , .. a a Q 3 W z `mq x U U a ..m �....� = r E° �o Ul ` 0 3 w / c9 v W E--4 KJ; W~ W c [,�Z L c Z W , 41 DZ 1. ASPHALT CONCRETE SURFACE COARSE TYPE Z c SM -12.5A @ 165 LBS. PER SQ. YD. Q 0 " �0 2. 2" ASPHALT CONCRETE INTERMEDIATE COARSE TYPE IM-19.OA w W m ° 0 d 3. 6" ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4. 8" AGGREGATE BASE MATERIAL TYPE 1 NO. 21-B Q o 5. LIME STABILIZED SUBGRADE 8" DEPTH, 6% BY WEIGHT0 m 6. EXISTING PAVEMENT WO LL m41 .c m y C O z 0 U 00 O n141 O mm 3 •, J p Cl1 o ui w 4,4., 0 w v ' U.n a(n a°J y SCALE v N/A Cc: m SHEET NO. a c m+; S-6 m o BEGIN 10" MIS 18"x10" TAP 10" TAI . 18" D.I.P. WATEF COORDINATE TAF S 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 ZU+50 21+00 Z1+50?1+72 22+UU22+20 NATERLINE OFF STH t SCOTT R. COLLINSZ Lic. No. 035791 ,t O��SSIONAL E�� z O Z" W W O z 0 �N Z > w W c Z Q J 0- I Q Z L7 O 0 W OD 0 � (h 0 LU Z r-- W M ZM N z _ 4 M w O i < 0. N c c ° W 0 z N � d N ' wil. � o� �z o� W c U3 WZ 0Z � y r7 c Z O W l 41 Z (� v JG V W L9 O O.0 6 O o +• F-4 z O M j:m c C—' ° z CC 1..L. c u Q.U. .0 c: 7 0. 0 W z 0 CL3 vd O �` o a U ov s ° E c Ul >3 W W H C9 C Zc Wt W R Z z c w U u J c 0 fi C. cc J° 0 o w W 0c ac a� w v g W U Occ cc O z c cc 00 0 c + cz W �Q E. U O — c tj W n v [ 4+ + ° W O a in•� d SCALE ° .a AS NOTED c v . `a SHEET NO. a i R-1 a01i • LO N °p 430 O ON O N V� V) �� 24" RCP 106.74 LF � 00.51% DI -2C 6" WATERLINES 4" WATERLINE t L=1i� 0' c~� I o 420 \ Ln o V)� N \ DI -2C CSAN M.H. 14-15 \ 420 V) CK DI -2B - DI -7 , TYPE III FILL TO BE INSTALLED IN L_ 4 FILL TO BE INSTALLED IN GRATE INLET 2' LIFTS (MAX.) AT 95' 1 / 2' LIFTS (MAX.) AT 95' \ COMPACTION DI -2B COMPACTION O 00 co L=16' \ - S29 to co ao — `- 24" RCP 25.25 LF rn o \ ' 410 — � 01,0.92%7 nun L6 cc f \ Wiz_ z_ o i �r 0 0>> z Zzz �0 410 0— — —0— — II >— r7 SOON F- W� zz st�0 \\ C, 0 co co co �P�, s+ CV N 4 II SL -1 ri ri N O '0 SAN. M.H. 20-16 S34 � - u 8s9 �8 15" RCP 57.23 LF � zz_ OV) z z z -�' �� O 3.44X— o_ » 400 Zzzz Zzz 390 380 W W.W W LOi 1 MANHOLE 2.6' SL -1 AMM 00 000 II II II Z)ZZ O>ZZ z S1 36" RCP 65.77 LF- 05.20% FO5.20% VDOT STD. EW -1 INV. OUT -388.00 CLASS I RIPRAP OUTFALL //-L=65', W=10', D=2' 0+00 0+50 1+00 1+50 2+00 2+50 3+3=9 3+50 3+75 STR. 8- — OUTFALL I- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 a+ouatn q-ruu dr-rca S22 - S451 400 15"FRCP 124.92 II 09.1 uRA dN' M r7 00 00 MOO O uun �Z Z 385 0>> >_ _z' �(0 L0 It rn0 rn00 w� WW �n ��M �M C) W IOi `} � 0+00 0+50 1+00 1+50 1+82+00 2+25 STR 33 — STR 21 490 490 00 00 �00 OR RCP 37.31 LF �p N 15" RCP 61.72 LF N 00 /-1 0" WATE DI -2B O 0.50% �. .. 04.62% 4" WATERLINE 2.5' 460 / (0 � - tn-- `� � 00 LO u 0 LO 0400 N / NE _ co co Lo M DI / V)of roV7 it L=4' I 470 DI -213 2 01 DI -2B L=8' `t Nrif / LO 00 z DI -2B c''n � ERLI 8" WATNE 450 N L=6' ^^ V! y o> >>z 1f 480 II Z L0L0 L0 z - U) Fr \ SAN M.H. 21-11 >z z 00 N 0) z, 440 LO U) 04 04 N " WATERLINE r DI -2B qt to'� L=8' 15" RCP 118.36 LF � 't LO N d- /Wo N , 460 -- -- � zz n � SAN M.H. 11-12 Ln / z 00 430 Zlz - 425 — W W ao r- `- O d- . to N \ / 00 00 4 � O (0 CV 00 � 4 � � dLO 0� (0 430 o n v W 470 7.4' \ / > z V' 455 DI -28 8" WATERLINE •8' \ 1.0. S21 L=6' 15" RCP 116.55 LF \ S31 08.78% >> SL -1 N in T 00 M DI -28 DI -2B L=4 15" RCP 26.48 WW L=8' 4 (0600 CO* 0000 N rn DI -2B a, Q, M M O � to O 6.58X W L=4' (D CO Coto S23 d. 00 't CO ". S19 z �' t 15" RCP 25.92 LF 460 z " - - 15 RCP 228.14 LF l0i F- Z f- Z 00.54% 0z> O 0.50X -- o_ o> > DI-280+00 >—Z 0+50 >Z >Z 1+25 >_0 Z — Z Z 0000r 455 WW> >W JJ Nom' ~� 00 ^00 0 ^ 0 cO 0� N�.�to W 4 cfl r- j t �h o 00 O r- N p 00 NW 0 2 -.0- Zzz rz � �� d w __ o» f-% 0+00 0+50 1+00 1+50 2+00 2+50 3+00 a+ouatn q-ruu dr-rca S22 - S451 400 15"FRCP 124.92 II 09.1 uRA dN' M r7 00 00 MOO O uun �Z Z 385 0>> >_ _z' �(0 L0 It rn0 rn00 w� WW �n ��M �M C) W IOi `} � 0+00 0+50 1+00 1+50 1+82+00 2+25 STR 33 — STR 21 490 DI -2B_ L=4' _ LJ F- O M I > 4 to z r-�I - 470 II II o >- S25 - 15" RCP 37.72 LF z z O 0.53X 465 W 00 ONO Do coN W E 0+00 0+3!!}50 1+00 STR 18 - STR 261 LO o co Lo of 420 (n w DI -2B -cn —L=4' DI -2C S38 L=4' 15" RCP 38.91 LF VO 0.51X 410 N 000 't I NN 4 D II it II o �- z z z 0>> 405 z z z W W w LUL 0+00 0439}5 1--STR 37 - STR 351 470 00 00 �00 OR RCP 37.31 LF �p N 15" RCP 61.72 LF N 00 /-1 0" WATE DI -2B O 0.50% �. .. DI -2B_ L=4' _ LJ F- O M I > 4 to z r-�I - 470 II II o >- S25 - 15" RCP 37.72 LF z z O 0.53X 465 W 00 ONO Do coN W E 0+00 0+3!!}50 1+00 STR 18 - STR 261 LO o co Lo of 420 (n w DI -2B -cn —L=4' DI -2C S38 L=4' 15" RCP 38.91 LF VO 0.51X 410 N 000 't I NN 4 D II it II o �- z z z 0>> 405 z z z W W w LUL 0+00 0439}5 1--STR 37 - STR 351 o> >Zz >Z 415 z z W WN d- C,4 LO 04 0 C9 d' d04 14- W lL 0+00 0+270+50 450 \ �" STR 32 - STR. 1-2 it d- of�* U) W it v)lw 8" WATERLINE D 2 L=8' S27 (2.01' 18" RCP 25.2. 440 00.99% DI -2B 1*1* LO L=8' 4-I c(oN 11zz-U Co M 430 o > > V11 Zzz DZ o 0 o > Ki ,f; 04 A zn z z �I cC°nI W W w w 0+00 0+300+50 0+00 0+50 1+001+18 1+50 1+75 STR 28 — STR 141 S41 - S281 HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. NOTE: VERTICAL SCALE IS -1 INLET SHAPING REQUIRED 5 0 3 5 10 20 ONJ ALL STORM STRUCTURES ( IN FEET ) 1 inch = 5 ft. 6" WATERLINE 420 S5 15" RCP 25.26 LF 00.51% DI -28 L=4' 1.1'10 1n —M 0^0 1)I -2B Nco co 06 L.=10' it II II it OZ� /OZ O 0> 410 >Z_ZZ z 405 00 ON0 � M > W W O Cj N N W U- 0+00 0+25 0+50 IS6 — S41 TH 0', SCOTT R. COLLINS'Z ,U Lic. No. 035791 ,2, YO �4 ��W ,_ONAL E��1 z O a zU LU O o Z O p W W z J CL Q z L3 0 0 0 0 M 0 L9 r-- z m W Z o N rn W 0 a � � a c N v Wiz L N CL N Wo( c_ W C w F- �� o f W LLJ 0 7 p P-4 o 41 3 ; CL 0 L W� z U ° C F- 4 c V) E . P- . C. v W z z a/ Q w �. z W o mj O T W. W " 0 w L CL > 7 U x m W W t O Z v 00 O m iu Lu o t o U a N SCALE v v 1n=50'. c SHEET NO. a o� DP -2 470 -il OR RCP 37.31 LF �p N 15" RCP 61.72 LF N 00 O 0.50% 04.62% 4" WATERLINE 2.5' 460 / (0 � - tn-- `� � 00 LO u 0 LO Ln Of ---� / NE _ co co Lo M DI / V)of roV7 It L=4' I 470 DI -213 2 01 DI -2B L=8' `t / z DI -2B 450 N L=6' o> >>z 1f -Z Z L0L0 L0 z - ~zz SAN M.H. 21-11 >z z 00 N 0) z, 440 DI -2B r S42 qt to'� L=8' 15" RCP 118.36 LF � 't LO 010.00% N MMM 460 -- -- � zz n � 0>> z 00 430 Zlz - 425 — W W ao r- `- O d- . to N n 00 00 4 � O (0 CV 00 � 4 � � dLO 0� (0 430 �m n v W o> >Zz >Z 415 z z W WN d- C,4 LO 04 0 C9 d' d04 14- W lL 0+00 0+270+50 450 \ �" STR 32 - STR. 1-2 it d- of�* U) W it v)lw 8" WATERLINE D 2 L=8' S27 (2.01' 18" RCP 25.2. 440 00.99% DI -2B 1*1* LO L=8' 4-I c(oN 11zz-U Co M 430 o > > V11 Zzz DZ o 0 o > Ki ,f; 04 A zn z z �I cC°nI W W w w 0+00 0+300+50 0+00 0+50 1+001+18 1+50 1+75 STR 28 — STR 141 S41 - S281 HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. NOTE: VERTICAL SCALE IS -1 INLET SHAPING REQUIRED 5 0 3 5 10 20 ONJ ALL STORM STRUCTURES ( IN FEET ) 1 inch = 5 ft. 6" WATERLINE 420 S5 15" RCP 25.26 LF 00.51% DI -28 L=4' 1.1'10 1n —M 0^0 1)I -2B Nco co 06 L.=10' it II II it OZ� /OZ O 0> 410 >Z_ZZ z 405 00 ON0 � M > W W O Cj N N W U- 0+00 0+25 0+50 IS6 — S41 TH 0', SCOTT R. COLLINS'Z ,U Lic. No. 035791 ,2, YO �4 ��W ,_ONAL E��1 z O a zU LU O o Z O p W W z J CL Q z L3 0 0 0 0 M 0 L9 r-- z m W Z o N rn W 0 a � � a c N v Wiz L N CL N Wo( c_ W C w F- �� o f W LLJ 0 7 p P-4 o 41 3 ; CL 0 L W� z U ° C F- 4 c V) E . P- . C. v W z z a/ Q w �. z W o mj O T W. W " 0 w L CL > 7 U x m W W t O Z v 00 O m iu Lu o t o U a N SCALE v v 1n=50'. c SHEET NO. a o� DP -2 490 -il OR RCP 37.31 LF �p N 15" RCP 61.72 LF N 00 O 0.50% 04.62% 4" WATERLINE 2.5' M 00 d- `� � 00 LO u 0 LO Ln Of 480 _ co co Lo M DI -2B V)of o> >Zz >Z 415 z z W WN d- C,4 LO 04 0 C9 d' d04 14- W lL 0+00 0+270+50 450 \ �" STR 32 - STR. 1-2 it d- of�* U) W it v)lw 8" WATERLINE D 2 L=8' S27 (2.01' 18" RCP 25.2. 440 00.99% DI -2B 1*1* LO L=8' 4-I c(oN 11zz-U Co M 430 o > > V11 Zzz DZ o 0 o > Ki ,f; 04 A zn z z �I cC°nI W W w w 0+00 0+300+50 0+00 0+50 1+001+18 1+50 1+75 STR 28 — STR 141 S41 - S281 HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. NOTE: VERTICAL SCALE IS -1 INLET SHAPING REQUIRED 5 0 3 5 10 20 ONJ ALL STORM STRUCTURES ( IN FEET ) 1 inch = 5 ft. 6" WATERLINE 420 S5 15" RCP 25.26 LF 00.51% DI -28 L=4' 1.1'10 1n —M 0^0 1)I -2B Nco co 06 L.=10' it II II it OZ� /OZ O 0> 410 >Z_ZZ z 405 00 ON0 � M > W W O Cj N N W U- 0+00 0+25 0+50 IS6 — S41 TH 0', SCOTT R. COLLINS'Z ,U Lic. No. 035791 ,2, YO �4 ��W ,_ONAL E��1 z O a zU LU O o Z O p W W z J CL Q z L3 0 0 0 0 M 0 L9 r-- z m W Z o N rn W 0 a � � a c N v Wiz L N CL N Wo( c_ W C w F- �� o f W LLJ 0 7 p P-4 o 41 3 ; CL 0 L W� z U ° C F- 4 c V) E . P- . C. v W z z a/ Q w �. z W o mj O T W. W " 0 w L CL > 7 U x m W W t O Z v 00 O m iu Lu o t o U a N SCALE v v 1n=50'. c SHEET NO. a o� DP -2 84415" RCP 37.31 LF 15" RCP 61.72 LF O 0.50% 04.62% 2.5' 0 1.5• co co Lo M DI -2B roV7 It L=4' 470 DI -213 2 `t z DI -2B L=6' o> >>z -Z Z z - SAN M.H. 21-11 00 N 0) -O qt to'� N 460 00 n � 00 �-z z CN n 0>> 430 �m n v W >-Z Zi V' 455 8" WATERLINE S31 >> oo LO N in T 00 M DI -2B L=4 15" RCP 26.48 WW `t 4 (0600 CO* 1� 11 O 6.58X W d- d. 00 't CO ". 00 4 l0i DI-280+00 0+50 0+99 1+25 >_0 L=8' L=8' 0000r 420 NN N Nom' �N S26 - S45 Zzz rz __ o» f-% o> >Zz >Z 415 z z W WN d- C,4 LO 04 0 C9 d' d04 14- W lL 0+00 0+270+50 450 \ �" STR 32 - STR. 1-2 it d- of�* U) W it v)lw 8" WATERLINE D 2 L=8' S27 (2.01' 18" RCP 25.2. 440 00.99% DI -2B 1*1* LO L=8' 4-I c(oN 11zz-U Co M 430 o > > V11 Zzz DZ o 0 o > Ki ,f; 04 A zn z z �I cC°nI W W w w 0+00 0+300+50 0+00 0+50 1+001+18 1+50 1+75 STR 28 — STR 141 S41 - S281 HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. NOTE: VERTICAL SCALE IS -1 INLET SHAPING REQUIRED 5 0 3 5 10 20 ONJ ALL STORM STRUCTURES ( IN FEET ) 1 inch = 5 ft. 6" WATERLINE 420 S5 15" RCP 25.26 LF 00.51% DI -28 L=4' 1.1'10 1n —M 0^0 1)I -2B Nco co 06 L.=10' it II II it OZ� /OZ O 0> 410 >Z_ZZ z 405 00 ON0 � M > W W O Cj N N W U- 0+00 0+25 0+50 IS6 — S41 TH 0', SCOTT R. COLLINS'Z ,U Lic. No. 035791 ,2, YO �4 ��W ,_ONAL E��1 z O a zU LU O o Z O p W W z J CL Q z L3 0 0 0 0 M 0 L9 r-- z m W Z o N rn W 0 a � � a c N v Wiz L N CL N Wo( c_ W C w F- �� o f W LLJ 0 7 p P-4 o 41 3 ; CL 0 L W� z U ° C F- 4 c V) E . P- . C. v W z z a/ Q w �. z W o mj O T W. W " 0 w L CL > 7 U x m W W t O Z v 00 O m iu Lu o t o U a N SCALE v v 1n=50'. c SHEET NO. a o� DP -2 Design Storm Year = -10 - -- ---- -- _ _ . _ _ � T - _�- PERI_MEnR - ___ - -� - -- --- - POINT DOWNSTREAM DRAIN RUNOFF CA * apron assumed to be on level ground INLET RAIN RUNOFF INVERT LENGTH SLOPE DIA CAPA- VEL FIOW REMARKS - - STRUCTURE AREA COFYF. NCR ACCUM TIME FALL Q ELEVATIONS ELEVATIONS 0.70 4.00 0.62 CLrY CITY TIME TIME m ACRES C ACRES C MIN MIN C.F.S. UPPER LOWER FEET FTIFT. INCIES C.F.S. F.P.S. SEC F.P.S. SEC 4 Y8 GRATE INLET 1.00 4.00 0.11 0.70 4.00 0.31 1.0 WEIRFLOW 5 Y10 GRATE INLET 1.00 4.00 18 S 0.06 0.77 0.05 0.05 5.00 6.67 03 0.05 NFg- 91 0.4 1.9 WEIRFLOW 7 Y14 GRATE INLET 26 z v. O. 1.37 26 WEIRFLOW 8 475.65 475.45 37.25 0.0054 15 4.7 2.2 17.3 26 65.0 0.09 0.78 0.07 0.12 5.29 6:57 0.8 2.47 0.00 3.4 16.0 pass I geofabric undedayment 4.00 Class 1 1.1 - 1.6 43 1.0 WEIR FLOW 11 Y22 GRATE INLET 1.00 43 474.34 474.16 3721 0.0050 15 4.6 2.7 13.7 43 37.21 0.16 0.75 0.12 0.24 5.52 6.50 1.5 GRATE INLET 0:16 0.75 0.12 0.24 5.48 Type II 2.8-4.5 16 45 GRATE INLET 1.00 4.00 0.11 0.70 6.50 0.50 1.4 474.06 471.21 57.48 0.0496 15 14A 7.6 7.5 45 474.06 0.11 0.80 0.09 0.80 7.08 6.05 4.8 0.70 6.50 45 2.6 0.11 0.80 0.09 1 0.80 7.08 7.90 16 0.70 6.50 2.23 3.9 WEIRFLOW 20 Y16 GRATE INLET 464.85 462.49 90.66 0.0423 15 13.3 9.9 9:2 16 GRATE INLET 0.37 0.75 0.28 1.07 723 6.01 6.4 10.6 8.5 GRATE INLET 16 4.00 0.37 0.75 0.28 1.07 41 7.85 1 8.4 GRATE INLET 1.00 4.00---[-0.05 0.70+!_50 462.39. 450.49 12030 0.0989. 15 20.3 14.6 83. 41 0.30 0.75 023 1.30 7.37 5.97 7.8 15 20.3 15.6 7.7 41 0.30 0.75 28 1.30 7.35 7.81 10.1 450.39 438.55 118.361 0.1000 15 20.4 15A 7.7 28 0.25 0.75 0.19 1.49 7.49 5.94 8.8 118.36 0.1000 15 20.4 16.5 7.2 28 14 0.75 0.19 1.49 7.47 7.77 11.5 - -_ 438.45 438.20 25.24 0.0099 18 10.5 1 6.6 3.8 14 14 0.12 0.90 0.11 1.59- 7.56 F 5.92 9.4 438.45 438.20 25.24 0.0099 18 LOW 6.5 3.9 12 1 0.90 0.11 1 7.53 7.75 436.65 421.04 173.471 0.0900 18 31.5 15.5 112 12 0.06 0.90 1 0.05 1.91 7.75 5.88 112 436.65 421.04 1113.47 0.0900 18 31.5 16.7 39 0.1100 12 1 0.06 0.90 0.05 1.91 420.94 418.43 64.57 0.0388 18 20.7 11.9 5.4 39 WA 0.01 0.90 0.01 1.91 7.84 5.85 112 420.94 418.43 614.57 0.0388 1 18 10 12.7 1 5.1 39 0.01 0.90 418.33 413.60 120.80 0.0392 18 20.8 12.0 10.1 10 0.06 0.90 0.05 4.12 12.89 4.85 1 20.0 ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.0500 418.33 413.60 120.80 2 18 20.8 12.7 9.5 10 410.01 400.38 .110.87. 0.0869 30 .120.9 18.0. 6.1 2 0.00 0.00 0.00 5.35 13.00 4.84 25.9 2 410.01 OUT 1110.87 0.0869 30 120.9 19.5 5.7 391.42 388.00 65.77 0.0520 36 152.1 15.8 4.2 34.0 1- for inlets draining to stormwater management facilities, the 6.5irdhr check storm will suflce for the 10yr conveyance to the facilities OUT 391.42 388.00 615.77 0.0520 36 152.1 17.3 3.8 6 0.57 0.75 0.43 0.43 5.00 6667 2.8 4 416.36 416.23 2526 0.0051 15 4.6 3.9 6.4 4 0.43 0.09 0.90 0.08 0.51 5.11 6.63 3.4 4 10 416.36 41623 2>5.26 416.13 413.60 64.01 1 0.0395 18 20.9 8.6 7.4 0.09 0.90 0.08 0.51 5.10 8.72 1 4.4 10 416.13 413.60 654.01 0.0395 18 20.9 9.3 6.9 8 3.40 0.40 1.36 1.36 12.50 4.92 6.7 30 417.00 416.46 106.74 0.0051 24 162 4.9 22.0 30 0.38 0.75 029 1.65 12.87 4.86 8.0 6.44 8.8 10 30 415.38 412.62 25.25 0.1092 24 74.8 15.5 1.6 16.2 52 20A 30 0.38 0.75 0.29 1.65 12.84 637 10.5 10 1 415.38 412.62 725.25 1 32 24 0.34 0.76 026 026 5.00 6.67 1.7 12 422.78 421.04 26.93 0.0647 15 16.4 8.5 3.2 32 0.34 0.76 0.26 0.26 5.00 8.76 2.3 12 22 422.78 0.20 0.90 0.18 1 0.18 5.00 6.67 12 20 1 476.66 466.43 115.33 0.0760 15 17.8 83 14.2 20 0.30 0.76 0.23 0.41 6.00 6.35 2.6 22 0.20 0.90 0.18 0.18 24 8.76 1.6 466.33 466.19 26.25 0.0053 15 1 4.7 3.9 6.7 24 0.07 0.90 0.06 0.47 6.11 6.32 3.0 15 17.8 8.9 12.9 20 0.30 0.76 45 0.41 6.00 8.31 3.4 466.09 464.95 228.15 0.0050 15 4.6 3.9 57.8 466.33 466.19 36.25 0.0053 15 4.7 4.2 6.3 24 0.07 0.90 0.06 0.47 6.11 827 3.9 33 45 1.51 0.75 1.13 1 1.13 5.00 6.67 7.5 466.09 464.95 228.15 0.0050 15 4.6 4.2 54.6 35 415.97 414.00 5723 1 0.0344 15 12.0 1 10.3 5.6 35 0.05 0.90 0.05 123 5.31 6.57 8.1 2 33 1.51 0.75 1.13 1.13 412.40 400.38 124.92 0.0962 15 20.0 15A 8.1 35 1 415.97 414.00 '57.23 0.0344 15 12.0 10.9 53 35 0.05 0.90 0.05 1.23 5.31 8.62 10.6 37 0.06 0.90 0.05 0.05 5.00 6.67 0.4 412.40 1 400.38 1124.92 35 1 15 20.0 16.5 7.6 412.70 412.50 1 39.98 r 0.0050 15 1 4.6 2.1 18.6 Table 11: Outlet Protection Desi n Table ref. Va. Erosion and Sediment Control Handbook, s ec. 3.18 DRAINA( -- ---- -- _ _ . _ _ � T - T 7 OUTLET PROTECTION DESIGN- PERI_MEnR A ___ 1 -- ---i -I POINT DOWNSTREAM DRAIN RUNOFF * apron assumed to be on level ground - RAIN RUNOFF outlet LENGTH Hydraulics DIA Apron VEL FLAW REMARKS ** STRUCTURE AREA COEFF. ]NCR a TIME • Q ELEVATIONS 0.70 4.00 0.62 1.7 CITY 2 TIME m 1.00 4.00 ACRES C 0.20 0.8 MIN MIN C.F.S.r4755.65 PER LOWER FEET FTJFT. INCLES C.F.S. F.P.S. SEC 4 Y8 GRATE INLET 1.00 4.00 0.11 0.70 4.00 0.31 1.0 WEIRFLOW 5 Y10 GRATE INLET 1.00 4.00 0.42 S O 2.6 18 �_ --- 6 0.06 a 0.05 0.05 NFg- 91 0.4 1.9 WEIRFLOW 7 Y14 GRATE INLET 1.00 z v. O. 1.37 26 WEIRFLOW 8 refforks GRATE INLET 5 '0 1 3 16.02 0.00 13.1 65.0 pass I geofabric undedayment 16.1 Class Al 0-1.1 S40 1.25 2.47 0.00 3.4 16.0 pass I geofabric undedayment 4.00 Class 1 1.1 - 1.6 0.31 1.0 WEIR FLOW 11 Y22 GRATE INLET 1.00 43 0.05 Class II 1.6-2.2 0.6 WEIRFLOW r --12 13 14 Y2 Y4 474.34 474.16 37.21 0.0050 15 Class III 2.2-2.8 12.7 15 43 GRATE INLET 0:16 0.75 0.12 0.24 5.48 Type II 2.8-4.5 16 Y8 GRATE INLET 1.00 4.00 0.11 0.70 6.50 0.50 1.4 Type 1 4.5- Y10 GRATE INLET 1.00 4.00 0.42 0.70 6.50 1 474.06 471.21 57.48 0.0496 Design Storm Year a 100 _.. DRAINA( -- ---- -- _ _ . _ _ � T - T 7 AREA PERI_MEnR A ___ 1 -- ---i FLOW TYPE - -_-_ POINT DOWNSTREAM DRAIN RUNOFF CA ALIET RAIN RUNOFF INVERT LENGTH SLOPE DIA CAPA- VEL FLAW REMARKS STRUCTURE AREA COEFF. ]NCR ACCUM TIME FALL Q ELEVATIONS 0.70 4.00 0.62 1.7 CITY 2 TIME GRATE INLET 1.00 4.00 ACRES C 0.20 0.8 MIN MIN C.F.S.r4755.65 PER LOWER FEET FTJFT. INCLES C.F.S. F.P.S. SEC 4 Y8 GRATE INLET 1.00 4.00 0.11 0.70 4.00 0.31 1.0 WEIRFLOW 5 Y10 GRATE INLET 1.00 4.00 0.42 0.70 4.00 1.18 2.6 18 �_ --- 6 0.06 0.77 0.05 0.05 5.00 8.76 0.4 1.9 WEIRFLOW 7 Y14 GRATE INLET 1.00 4.00 0.49 0.70 4.00 1.37 26 WEIRFLOW 8 Y16 GRATE INLET 1.00 4.00 0.07 475.45 37.25 0.0054 15 4.7 23 16.1 4.00 26 0.70 4.00 0.09 0.78 0.07 0.12 5.27 8.64 1.0 4.00 0.11 0.70 4.00 0.31 1.0 WEIR FLOW 11 Y22 GRATE INLET 1.00 43 0.05 0.70 4.00 0.14 0.6 WEIRFLOW r --12 13 14 Y2 Y4 474.34 474.16 37.21 0.0050 15 4.6 2.9 12.7 15 43 GRATE INLET 0:16 0.75 0.12 0.24 5.48 8.55 2.0 16 Y8 GRATE INLET 1.00 4.00 0.11 0.70 6.50 0.50 1.4 WEIRFLOW 45 Y10 GRATE INLET 1.00 4.00 0.42 0.70 6.50 1 474.06 471.21 57.48 0.0496 15 14.4 8.2 7.0 0.70 6.50 45 2.6 0.11 0.80 0.09 1 0.80 7.08 7.90 6.3 0.70 6.50 2.23 3.9 WEIRFLOW 20 Y16 GRATE INLET 1.00 4.00 0.07 16 0.32 1.1 WEIRFLOW 21 Y18 GRATE INLET 1.00 464.85 462.49 910.66 0.0423 15 13.3 10.6 8.5 GRATE INLET 16 4.00 0.37 0.75 0.28 1.07 7.22 7.85 1 8.4 GRATE INLET 1.00 4.00---[-0.05 0.70+!_50 0.23 0.9 WEIRFLOW DP -6 41 ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.2190 462.39 450.49 1220.30 0.0989 15 20.3 15.6 7.7 41 0.30 0.75 0.23 1.30 7.35 7.81 10.1 -+- -- ----A _ - _ ALL 0.04 10.70 0.028 0.18 1 0.00 0.18 28 1 - 450.39 438.55 118.36 0.1000 15 20.4 16.5 7.2 28 0.25 0.75 0.19 1.49 7.47 7.77 11.5 - -_ ---- - - - ALL 0.04 0.70 0.028 0.18 0.00 0.18 1 0.1700 14 7 WA ed flow 0.2 438.45 438.20 25.24 0.0099 18 LOW 6.5 3.9 14 0.12 0.90 0.11 1.59 7.53 7.75 123 7 WA ied flow 0.2 12 wA 1 436.65 421.04 1113.47 0.0900 18 31.5 16.7 10.4 0.1100 12 1 0.06 0.90 0.05 1.91 7.70 1 7.69 14.6 7 NA ed fbw 1 0.2 WA Y18 39 420.94 418.43 614.57 0.0388 1 18 20.7 12.7 1 5.1 39 0.01 0.90 0.01 1.91 7.79 7.66 14.7 WA Y20 10 ------ ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.0500 418.33 413.60 120.80 0.0392 18 20.8 12.7 9.5 10 0.06 0.90 0.05 4.12 12.89 6.36 26.2 ALL 0.04 0.70 0.028 0.18 0.00 0.18 2 410.01 400.38 1110.87 0.0869 30 120.9 19.5 5.7 2 0.00 0.00 0.00 5.35 12.99 6.34 34.0 1- for inlets draining to stormwater management facilities, the 6.5irdhr check storm will suflce for the 10yr conveyance to the facilities OUT 391.42 388.00 615.77 0.0520 36 152.1 17.3 3.8 6 0.57 0.75 0.43 0.43 5.00 8.76 3.7 4 416.36 41623 2>5.26 0.0051 15 4.6 4.2 6.0 4 0.09 0.90 0.08 0.51 5.10 8.72 1 4.4 10 416.13 413.60 654.01 0.0395 18 20.9 9.3 6.9 8 3.40 0.40 1.36 1.36 12.50 6.44 8.8 30 417.00 416.46 1(06.74 0.0051 24 16.2 52 20A 30 0.38 0.75 0.29 1.65 12.84 637 10.5 10 1 415.38 412.62 725.25 1 0.1092 24 74.8 16.7 1.5 32 0.34 0.76 0.26 0.26 5.00 8.76 2.3 12 422.78 421.04 226.93 0.0647 15 16.4 9.4 2.9 22 0.20 0.90 0.18 0.18 5.00 8.76 1.6 20 476.66 466.43 1115.33 0.0760 15 17.8 8.9 12.9 20 0.30 0.76 0.23 0.41 6.00 8.31 3.4 24 466.33 466.19 36.25 0.0053 15 4.7 4.2 6.3 24 0.07 0.90 0.06 0.47 6.11 827 3.9 45 466.09 464.95 228.15 0.0050 15 4.6 4.2 54.6 33 1.51 0.75 1.13 1.13 5.00 8.76 1 9.9 35 1 415.97 414.00 '57.23 0.0344 15 12.0 10.9 53 35 0.05 0.90 0.05 1.23 5.31 8.62 10.6 2 412.40 1 400.38 1124.92 0.0962 1 15 20.0 16.5 7.6 37 1 0.06 0.90 0.05 0.05 5.00 8.76 OS 35 1 1 1 1 412.70 1 412.50 :39.98 0.0050 15 4.6 24 17.0 ------------ I Table 6 Sump _Inlet DeslAAn Table I _ _ i --- ---- - r ( STRUCTURE DRAINA( -- ---- -- _ _ . _ _ � INLET TYPE AREA PERI_MEnR A C I _ _Q D FLOW TYPE - -_-_ ---- _�.-_ (FT2) (FT) (ACRES) _ ----- (1NIHR) (CFS)..-- (��._ Inlet Hydrology Q. Curb and Gutter N z 1 Y2 GRATE INLET 1.00 4.00 0.22 0.70 4.00 0.62 1.7 WEIRFLOW 2 Y4 GRATE INLET 1.00 4.00 0.07 0.70 4.00 0.20 0.8 WEIRFLOW 3 Y6 GRATE INLET 1.00 4.00 0.10 0.70 4.00 0.28 1.0 WEIRFLOW 4 Y8 GRATE INLET 1.00 4.00 0.11 0.70 4.00 0.31 1.0 WEIRFLOW 5 Y10 GRATE INLET 1.00 4.00 0.42 0.70 4.00 1.18 2.6 WEIRFLOW �_ --- 6 Y12 GRATE INLET 1.00 4.00 0.26 0.70 4.00 0.73 1.9 WEIRFLOW 7 Y14 GRATE INLET 1.00 4.00 0.49 0.70 4.00 1.37 2.8 WEIRFLOW 8 Y16 GRATE INLET 1.00 4.00 0.07 0.70 4.00 0.20 0.8 WEIR FLOW 9 Y18 GRATE INLET 1.00 4.00 0.08 0.70 4.00 0.22 0.8 WEIRFLOW 10 Y20 GRATE INLET 1.00 4.00 0.11 0.70 4.00 0.31 1.0 WEIR FLOW 11 Y22 GRATE INLET 1.00 4.00 0.05 0.70 4.00 0.14 0.6 WEIRFLOW r --12 13 14 Y2 Y4 GRATE INLET GRATE INLET 1.00 1.00 4.00 4.00 0.22 0.07 0.70 6.50 0.70 6.50 1.00 0.32 2.3 1.1 WEIRFLOW WEIRFLOW 15 Y6 GRATE INLET 1.00 4.00 0.10 0.70 6.50 0.46 1.4 WEIRFLOW 16 Y8 GRATE INLET 1.00 4.00 0.11 0.70 6.50 0.50 1.4 WEIRFLOW I 17 Y10 GRATE INLET 1.00 4.00 0.42 0.70 6.50 1.91 3.5 WEIRFLOW !- 18 Y12 GRATE INLET 1.00 4.00 0.26 0.70 6.50 1.18 2.6 WEIRFLOW 19 Y14 GRATE INLET 1.00 4.00 0.49 0.70 6.50 2.23 3.9 WEIRFLOW 20 Y16 GRATE INLET 1.00 4.00 0.07 0.70 6.50 0.32 1.1 WEIRFLOW 21 Y18 GRATE INLET 1.00 4.00 0.08 0.70 6.50 0.36 1.2 WEIRFLOW 22 Y20 GRATE INLET 1.00 4.00 0.11 0.7050 0.50 1.4 WEIRFLOW _ 23 Y22 GRATE INLET 1.00 4.00---[-0.05 0.70+!_50 0.23 0.9 WEIRFLOW ------------ I Table 6 Sump _Inlet DeslAAn Table I _ _ i --- ---- - r ( _-- - -- ' --- ! r -- -.- �_ . _ _ . _ _ � _.. L.__.... _'.. _..__ _ 1 ---_ -------i INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) W - -- -- -- - --T- -i--- ---- - -- !- -__- -_ -- -j -' - -- --- -- _ ---- -_ Intensity--,.- -_- 4.00 (Intensity is 4 in/hr in/hrspn3ad, and 6.5 hr f � capacity and depth) -�_----- Mannings Coefficient, n is 0.013 T i - --- - - _ --- --- ---t-- ---- - --- --�--- t-_---- t ------ - -- - - Inlet Hydrology Q. Curb and Gutter N z Inlet rim Intensity - 6.50 (Intensity is 4 Whr for spread, and 6.5 in/hr for capacity and depth) ----- -T�-'-- -- --- C O f iK d ci 01 I 42 6 sCD 1 o o C. � is i a 16 W N InletT Y2 and Gutter 1 ALL 1 0.22 10.70 10.1541 N Inlet -v 8 N I 0.62 0.00 0.62 0.2100 L-7 NA combined fbw 0.6 NA Y4 i ALL 1 0.07 10.70 10.0491 0.20 1 0.00 0.20 10.18001 i c ZW° w - 7 WA cofthed flow 0.2 wA Y6 V ALL 0.10 0.70 10.0701 0.28 1 0.00 028 z O 10.2000 L9 W O F- 0- o L 7 wA combined flow 0.3 WA Y8 S t ALL 1 0.11 10.70 10.0771 0.31 0.00 0.31 1 0.2190 a� 7 WA combined flow 0.3 wA Y10 l 0 Le, a tai 0 u0 U 0.42 0.70 1 0294 1.18 1 0.00 1.18 1 0.2500 7 NA combined flow 1.2 WA Y12 i / /1 V / Q r E v c v ALL1 0.26 10.70 10.1821 0.73 1 0.00 0.73 1 0.1700 7 WA corrbiried flow 0.7 WA Y14 ALL 1 0.49 10.70 10.3431 1.37 0.00 1.37 1 0.2500 W W _z z 7 WA contlinedflow 1.4 WA Y16 r - ALL 1 0.07 10.70 10.0491 0.20 0.00 020 1 0.1100 J U 0 Ce 7 WA combined flow 0.2 WA Y18 - W L_ a NA w - o CL ALL 1 0.08 10.70 10-0561 0.22 1 0.00 0.22 1 0.0700 7 NA combined flow 0.2 WA Y20 ~� ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.1800-- W W ° t i ALL 1 0.11 10.70 10.0771 0.31 0.00 0.31 1 0.0500 o 7 wA c"d*# d flow 0.3 WA Y22 ALL 1 0.05 10.70 10.0351 0.14 1 0.00 0.14 10.4000 WA Y6 �•Uj 7 WA combined fbw 0.1 wA * gutter longitudinal slope of 0.001 should be used in a sump condition--_-- --_-- rate inlets DI- in n cement areas will not have a curbs but will have inlets and h �-.9 ( i _ �aa Pr's, � -�_ L for inlets draining to storrnwater management facilities, the 6.&rVhr check storm will suffice for the 10yr conveyance to the facilities t -- ._ { -- - --------_----_-_� o ,Table 6: SLIm Inlet Design Table-- '------------`-- L9 Z W cY INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Q. N z rim Intensity - 6.50 (Intensity is 4 Whr for spread, and 6.5 in/hr for capacity and depth) ----- -T�-'-- -- --- +-- - �- i-- Mannings Coefficient, n is 0.013-� f m o a i � a T W N InletT jHydro)ogy and Gutter N Inlet -v 8 N I W 0 i c ZW° w V 0 wi �/ Ct z O v a c L9 W O F- 0- o L E-4 Z D S Z 0 iei v a� U W� l 0 Le, a tai 0 u0 U Qc aI i / /1 V / Q r E v c v w �4 Q Zo z J Q W W _z z - -------+----- ----- --- -- --- _Yz - -- _ f --- -- -- ALL 0.04 0.70 0.0281 0.18 0.00 0.18 0.2100 J U 0 Ce 00 0 7 wAied flow 0.2 W W L_ a NA w - o CL W Q ~� ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.1800-- W W ° t - ------------- o -----' -- - 7 WA ed flow i 0.2 00 0 WA Y6 �•Uj 0 b�. o W ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.2000 a- W En U to ----- -- _ 7 WA ied flow 0.2 ; N/A wA ` a m c v n SHEET NO. DP -6 m ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.2190 --- 7 WA ed flow 0.2 NA Y10 -+- -- ----A _ - _ ALL 0.04 10.70 0.028 0.18 1 0.00 0.18 0.2500 - 7 wn ed flow 02 WA Y12 - ---- -- - -_ ---- - - - ALL 0.04 0.70 0.028 0.18 0.00 0.18 1 0.1700 7 WA ed flow 0.2 WA Y14- --- - -- - ALL 0.04 0.70 0.0281 0.18 0.00 0.18 0.2500 7 WA ied flow 0.2 wA Y16 _ ALL 0.04 0.70 0.0281 0.18 0.00 0.18 0.1100 --- ------ 7 NA ed fbw 1 0.2 WA Y18 ALL 0.04 0.70 0.0281 0.18 0.00 0.18 1 0.0700 7 WA ad flow 02 WA Y20 - ------ ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.0500 7 wA ied fbw 0.2 WA Y22 ALL 0.04 0.70 0.028 0.18 0.00 0.18 0.4000 7 NA lmod flow I i i I 1 1 0.2 wA 1* gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (131-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth 1- for inlets draining to stormwater management facilities, the 6.5irdhr check storm will suflce for the 10yr conveyance to the facilities SH 07' SCOTT R. COLLINS�?, Lic. No. 035791 �`SI13NAL El`1 z O a Z(n W O z Z _O H N O H W N cz J J z 1-.. 0 O 0 0 0 0 L9 Z W cY M Q. N z rim M W y V � m o a 1 � a T W N z C ° N -v 8 N W 0 c ZW° w V 0 �/ Ct z O v a c L9 W O F- 0- o L E-4 Z D S Z 0 P--.. a� U W� U 0 Le, a 0 u0 U Qc 0 i / /1 V / z z v E �....� v c v w �4 Q Zo z J Q W W _z z V 1 W z z 0 U) J U 0 Ce 00 0 W W L_ a w o CL W Q ~� U3 0 W W ° t o z m ° 00 0 c m �•Uj 0 b�. o W �'-+ v a- W En U to SCALE v v N/A ` a m c v n SHEET NO. DP -6 m L -t -- °e P� ''� �' ti� �= \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ - �� • �'� \ \ I 1 tea\ \� , LAWLEGEND: 00 AREA OF LOW MAINTENANCE TCR GROUND COVER OR SOD \ \ -- WATE GAS &SEWER �L ��' - T\ �frj/-�aeQ L EASE ENT -_� \ \ ROCK\ \ I �-Pg 35 P \ �, \ \ yi \ \ \ c \ \a J �- ^ I 3 �! ✓ 0 T, Y� F L=28 p L - _ o � z PLAT "F 4._ �� \ \ \ \ \ \ \ \ \ \ \ 5� \ \ ?� \ \ �Ro \ \ ; \ \ III p� R=1 105�3Q — - \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ ti \ , \ x �� \ "P _ 4 — --- — — 8"Pvc ss \\Q \ 1 \ \ \ I��%P�'_ }v 11�� y Q \ \ \ \ \ \ \ \\ \\ \ \ \ _°�eoQ \ I\ z�"oaK "RC SD \ \ .i \ \ \ \ \ r \ \ \ (� \ pP Xv \ \ �e e 1 ai I 1; - °� \ �1 ° \ \ G ROC O;TC P \� \ Qo�li\\ \ \ \ \\� \ �� J` \ \✓ r� \ \l ��j°� \T \ `� ( `a� 1 1 1 4 v 0�o i / / / / \ \ -- /''e Oe �, pe '�__ _-- `� _ _— _ _1,� J i J i. i •.> I`i \ \ S 51, �- FIELD / `l iCN ••�' • ti \ / Q 7./ / �` \ (J�; -\ J� J y" \ \ \ \ \ \ \ a ? - \..___ \ \ \,0\ \ \ C?�'�, \ L.^`` w�r 1 1 1 1 \ �l 1 \ 1'✓ � \ I .Q J \ 1 y I ( a / .OQ'/ ,�OQ _ ?:� � � :i .•? .T�i' Vit'; .a �s?ar.. •Lr:' �ryj r. � \ Q \� ( / �O J \ Jr \ \_ ---`� \ \ \ \ \�• \ \ \ �CK \ \ \ i 1 1 \ I .�- //...f , e0�'1`\ r °�� S"'V �A -. � y"L. l \ � `i: •b oA -,o-� \ � \ i ••Q I I ( � � .. _ '6---� / Q Q ti\, � L � i / - � .5S� V V A \� \ �Q }� \ y=QOQ�� p I �USH ••A' \�� ` � � \ • / l� 1" `�J" � .Q��C, 'ti '- f �,.' / � � \ \ \ \ \ \ \ �\._OS \ \ � � �'� .�Oe (J C C\ Z. Y �,hQ e( I � I / / /SMALL TREE$/ s o I fill _U / / / /� ~ L _' - ,` _ � � \ \ � 'r'�t. :Z7"� • / ' _ E6111'E- �\` \�ti \ � \u \� l I ! �` / I 1J I I ��- yoj / / 1�, !t . / �,w ...., ., .- P / � 7c-.✓' �o -_ L \ \ 'i J •_ _.. _._ >\ \,_ 30`POF' \ \ 24"�� / � y � r trr ?ar• .,....,.,..,,,. 2-6`E6N PRINc r RAN v' E\-fin"POP - \ i __ � s I brl� 8"P nP P s H 44EC BE 3--�'24"Po - -/ \ \ \ �4.P11P o 'r / / \ % \ v /T 5_ — L _ ---- I 6°OAK ,�. 2 - \ - \ R - l K _ r \ 2 HIC / / i /P "P6 28 - / 'r / o I. / / / i I C .f. T / i \ 5 G / r / J E RY l r/ \ / UC. { o I Awry 24;PA T\1 ZP i I I` — / / / l \ 2 4' P • a. + 2 k I / t I 4 i N / 'la i / i R i i { 1 I 3 ! \ y/ 08 i i i / 1 4" P / / 5 ALE. \ T 20 L / t 1 - � FI / I i / r S i /� Q f {F 2 o / L x ( z P r I 9 / / i l I/ / i \ 1 r / / O � / J / / j T OP 1 w \ i 1 l ,. K / I , J / y E i rrI � I / ^v L 0 1 \ Y I G RAV EL - F Et�C E E�: l t r — \ FE 36"P 0 J A \ i K / / 1 I / s„ LO 1' 13 "POP I I / I - — I�= I 32'OA°Mr LE cb + ..} . �— 4Z' PL ' 24"POP 2' J n CE / 30'HI/ FENCE FENCE F. ( IN FEET) I PE — WALI( PED , ...7. 77'J- i 6 I PEo ` 3•�P ` - - - l 1 i ch = 40 ft. /� —r=�1 _- _._, ! f_,_:.._._ ,< \, / \ _ ------ XF tD% i / / J --- ---- )) NE •15" �EI GENERAL LANDSCAPE REQUIREMENTS: PLANTING SHRUBS: 1992 33'S �' l UTI HED�1PINE List t 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL 12. EXCAVATE PITS OFR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS P I a n t PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) OR CONTAINERS, OR 1' 2-0" WIDER THAN SPREAD OF ROOTS, AND 3" i WORK. DEEPER THAN REQUIRECD FOR POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LAAYER OF TOPSOIL IN BOTTOM BEFORE PLACING Notes Description Common Name Quantity Caliper Size Comments 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANTS. BACKFILL ANOUND PLANTS WITH TOPSOIL, COMPACTED TO T START OF PLANTING E IM MA= VOIDS AND AAIB POCKETS WATER THOROUGHLY AS LAYERS TREES ORGANIC MWZH MATMULS AND APrUCA'110N RATES F_ RATES: MULCHES: NOT'FS: Per Acre AC Amalanchier canadensis Serviceberr 3 Free from weeds and coarse -6 ht. (Minimum 2 multi -trunked matter. Must be anchore& AS Acer saccharum Le ac Le ac Sugar Maple 6 2 winter coves) r n central leader BN Betuala ni ra 'Heritage' Heritage River Birch 5 1500 lhs_ -6 ht. winter cover or during hot, -multi -trunked FA Fraxinus americana White Ash 43 2 4) n central I r MV Magnolia vir "ana Sweetba Magnolia 10 -6 ht. multi -trunked c) PA Platanu acerifolia London lanetree 3 2 tr n entr I leader P uercus hellos Willow Oak 14 2 W Strong cried. Treat with 121'1" leader UA Ulmus americana American Elm 4 2 W Strong central leader SHRUBS with mulch blower, dup C v handler, or by ha ml Bark Chips 50 - 70 cu. CL Clethra alnifolia Hummin bird Hummingbird Summersweet 38 Z al. Shredded CS Cornus sericeo Red TwigDogwood 43 mulch blower, chip handler, al. m 0 or by hand. HI Hamamelis x intermedia 'Arnold's Promise Arnold's Promise Witchhazel 14 0 al. Q V IUD H Hydrangea uercifolia Oakleaf Hydrangea 3 W al. Z z� o IG Ilex labra Shamrock Shamrock Inkberr Holl 43 m ° 5 al. Full o around IV Ilex verticillata Winterberr 28 al. > LB Lindera benzoin S icebush 14 H { I. � z 1=0 LEGEND: • ERNMX-127 OR APPROVED EQUIVALENT ERNST CONSERVATION SEEDS, 1-800-873-3321 * 8.57 ACRES REQUIRED PLANT, FOR REVIEW BY ARCHITECT PRIOR O L ARE PLACED. FORM GSRADE SLIGHTLY DISHED, AND BERMED AT EDGES 3. PLANT SIZE AND QUALITY: PROVIDE: SIZES OF PLANTS AS OF EXCAVATION. APPLLY 2" MULCH OF PEAT, STRAW OR OTHER SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN RECOGNIZED ORGANIC FPLANTING MULCH. STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 13. PRUNE SHRUBS TCO REMOVE DAMAGED BRANCHES, IMPROVE 4. FURNISH BALLED AND BURLAPPED (B&B) SHRUBS, EXCEPT NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS 15% OF BRANCHES. BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANTING GROUND COWER: 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. 14. TILL SOIL TO DEPITH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 15. LOOSEN SUBGRADDE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, RAND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS OTHERWISE INDICATED. YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND 16. SPACE PLANTS 2"-0" APART BOTH WAYS, EXCEPT AS OTHERWISE UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT INDICATED. DIG HOLESS LARGE ENOUGH TO ALLOW FOR SPREADING OF OPTIMUM PLANTING TIME. ROOTS. COMPACT DACCKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE PROVIDE TOPSOIL TO SUPPLEMENT THAT IF ANY) SHOWN AS SLIGHTLY DISHED AT E ACHHAR PLANT. WATER THOROUGHLY. APPLY 2" 8 ( T MULCH OF SHREDDED fARDW00D, BARK CHIPS, PEAT, STRAW OR AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, OTHER RECOGNIZED ORRGANIC PLANTING MULCH OVER ENTIRE PLANTING NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING PLANT FCJLIAGE ABOVE MULCH. 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS (OF HOT SUN AND WIND AT TIME OF PLANTING, TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS Q -P-166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. LANDSCAPE MAINTENAMCE: FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN C STRIPPED IS 4" IN DEPTH. 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOWINOG COMPLETE INSTALLATION OF EACH MAJOR 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% RESTORATION OF GRAD)E„ PRUNING SHRUBS, PROTECTION FROM CANOPY CALCULATION POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF INSECTS AND DISEASEES, FERTILIZING AND SIMILAR OPERATIONS AS NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL. PARKING CALCULATION: TOTAL PARKING SPACES: PARKING TREES REQUIRED PROPOSED: 15 3 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. LEGEND AREA WITH PROPOSED SLOPES GREAATER THAN 3:1. THESE AREAS SHALL HA\VE LOW MAINTENANCE GROUND COVER OF MIULCH. SEE SPECIFICATIONS, THIS SHEET. TABLE 3J5 -A ORGANIC MWZH MATMULS AND APrUCA'110N RATES F_ RATES: MULCHES: NOT'FS: Per Acre Per 1000 aq. ft. Straw or Hay 1h - 2 tons 70 - 90 ibs. Free from weeds and coarse (Minimum 2 matter. Must be anchore& tong for Spread with mulch blower winter coves) or by hand. Fiber Mulch Minimum 35 ibs. Do not use as mulch for 1500 lhs_ N winter cover or during hot, dry periods.* Apply as, W 4) slurry. Corn Stalls 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" lengths. Air-dried. Do not W W c) use in fine turf arrear. Apply w with mulch blower or by hand. Wood Chips 4 - 6 ions 185 - 275 lbs. Free of coarse matter. Air - W cried. Treat with 121'1" Q� nitrogen per ton. Do not W use in fine turf areas. Apply c W with mulch blower, dup C v handler, or by ha ml Bark Chips 50 - 70 cu. 12 cu. yds. Free of coarse matter. Air - or yds. Z dried. Do not use in fine Shredded turf areas. Apply with Bark L9 Tr' mulch blower, chip handler, m 0 or by hand. * When fiber mulch is the only available mukh during periods when straw should be used, apply at a mininmm rate of 2000 lbs./arm or 45 lbs.11004 sq. ft. Source: Va. DSWC CREPE 1:f�t\}E ! LAwN , ' lit 3' L'OOD I /. I 3 v = y',oA / CC (-9 QI __ ? I 11 i_� oU RARIBENCH r � C J C I I?Ft rl� S�r .rd [ I JT E OF U I ILIT'! POLE. 1-{ °I _ r E��.��\TI rN 48/.< I i I� I x f 0 x2' YARD GRAZE TOP=470.31' —INV OLJT=467.7-- TH SCOTT R. COLLINS2,' Lic. No. 035791 ,a IONAL E�ir Z O E Z" u7 W 0 0Z O N ujZ O y N W Z Q J CL J a Z r-. L7 0 Q .-, 1-1 W OD F- o Q 0 0 F_ z L9T1 r�- UJ M Z�o N M W 4) 0 0 0- W W c) z w N (V .e W Q� 0 W c W C v l Fri �t c v Z °a c 0 L9 Tr' m 0 ,�W r c 0 Q V IUD W Z z� o O m ° U 0 C Ul i V) v E c v > w w, H { � z 1=0 Q w w Z Z M, W 0 z W Z OO0 J J J � t� w 0 0 T W W a w � o C1. w � � o m (� LU t 0 Z m v O w c m o v Uj .%W 0 LU ° 'U Ce U, SCALE ° v 1„=40' a u c SHEET NO. c LL -1 1S•- STONEWATER TOWNHOMES GENERAL NOTES 1. OWNER & DEVELOPER: RIO ROAD HOLDINGS, L.L.C. V/ CORPORATE ADDRESS. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS.- 590 DDRESS.590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE: 434-987-1631 E-MAIL: Scott@collins-engineering.com CONTACT: MR. SCOTT COLLINS J 3. TAX MAP N0: D61D.0�00-a0-184D0 (RIO MAGISTERI>gL_ DISTRICT) DEED BOOK ,3321, PG 1, 11 PLAT DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT DEED BOOK 160PG 10 AT 4. ZONI G: R-4 ( SIDEN77AL) . EN TR RRIDOR: NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS: FRONT.• 25 FEET MINIMUM L, SIDE. • 15 FEET MINIMUM_ . 11), w6yuyl M ykan BACK: 20 FEET MINIMUM 9-5 1CJ�1G'Ii.N1 CM C>1 p vl 5 _ Z DENSITY. 14 UNITS (TOTAL) f 14 ATTACHED TOWNHOU \ , 14 UNITS / 0.80 AC. 17.5 UNITS AC. v' �v �` UTILITIES: COUNTY SE ABLE ON SITE h �� COUNTY WATER -- AVAILABLE ON SITEK\) f-q1SUBDIVISION STREETS. • CURB & GUTTER..V\I`1�u1t 10.ADJACENT PROPERTIES `, (STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLAT, D.B. 454, PG. 654 PLAT (`, , URRENT USE. RESIDENTIAL (COMMON AREA AND/OR VACANT) TATE ROUTE 631 -RIO ROA ��.,,` -� VARIABLE WIDTH RIGHT OF WAY 11. DA TUM AND BENCHMARK REFERENCE.- BOUNDARY, EFERENCE:BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY.• KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 I �0 12.MAXIMUM BUILDING HEIGHT.- 35 FEET) 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: '0.49 A �� 14. O LUMINARIES PLANNED FOR THIS DEVELOPMENT SHAL EXCEED Tli'E 3,000 LUMEN LIMIT. THERE ARE ALSO O PROPOSED STREET LIGHTS. 15. THE PLANTING OF STREET TREES THROUGHOUT STONEWATER SUBDIVISION SATISFIES THE LANDSCAPE REQUIREMENTS FOR THE PROJECT 16. A 8' PAVED PEDESTRIAN PATHWAY INSTALLED ON THE SITE SERVES AS A RECREATIONAL AMENITY FOR THE PRO T � 17. PARKING - REQUIRED PARKING: 14 UNITS X 2 SPACES/UNIT ' GUEST PACES (1 PER 4 UNITS) = 32 PROVIDED PARKING. 28 DRIVEWAY SPACES + 4 SPA NEWATER DRIVE) J 18.CONTRACTOR :SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. �t �6;k z I Revision Index Rev. Date p ion of Revision (all changes d) Sheets Revised 0 8/11 /Q8 ORIGINAL PLAN SUBMISSION ALL DROP INLET & STRUCTURE NO. T CURB SI` EXISTING CONTOUR Zpp PROPOSED CONTOUR 240.5_5_ PROPOSED SPOT ELEVATION CURB & GUTTER TBC DENOTES TOP/BACK OF CURB ROAD PROFILE PROPOSED PAVEMENTy1 PROFILES LL -1 EC -3A DITCH B' DEPTH OF EC -3A DITCH „❑a SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOT 18 LOT 17 LOT 19 ( LOT 20 LOT 16 - - LOT 15 LOT 21 �� LOT 14 LOT 22 LOT 25 LOT 23 LOT 13 LOT 2 LOT 12 LOT 24 O LOT 11 �G LOT 27 LOT 10 11Q LOT 28 POSED TR ALE LOT 9 REZO LOU 29 LOT 30 LOT 8 � �Qr1r LOT 31 LIMITS OF THI LOT 7 SITE PLAN J SQj, LOT 32 I LOT 6 LOT 33 LOT 5 LOT 4 LOT 3 LOT 2 yaF�Or Js m — or YO LOT 1 q rg2'rA u: i �° QS S1 UT J 1�- CURRENT OWNER/DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS 800 EAST JE ENGINEERING FFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 4.34.293.3719 a VICINITY MAP SCALE 1" = 1500' I e,..,... LMEX� —� EXISTING CULVERT Sheet Title 71 CULVERT BENCH MARK Q DROP INLET & STRUCTURE NO. T CURB SI` EXISTING CONTOUR Zpp PROPOSED CONTOUR 240.5_5_ PROPOSED SPOT ELEVATION CURB & GUTTER TBC DENOTES TOP/BACK OF CURB ROAD PROFILE PROPOSED PAVEMENTy1 PROFILES LL -1 EC -3A DITCH B' DEPTH OF EC -3A DITCH EC -2 DITCH d6^ DEPTH OF EC -2 DITCH Sheet List Table EARTH DITCH Sheet Title DRIVEWAY CULVERT COVER BENCH MARK _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN SITE PLAN EXISTING CONTOUR Zpp PROPOSED CONTOUR 240.5_5_ PROPOSED SPOT ELEVATION f — TBC DENOTES TOP/BACK OF CURB ROAD PROFILE TAB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN E-2 EXISTING CONDITIONS S-1 SITE PLAN S-2 SITE PLAN DETAILS S-3 UTILITY DETAILS R-1 ROAD PROFILE R-2 ROAD PROFILE DP -1 PROFILES LL -1 LANDSCAPE PLAN otm `tTlw it t nx,ee{S : ((,% 101 ey ) Ai`iF gEtletk W N 5;4-y ' I certify that these final plans meet the requirements of'the-Albemarle County-Zentfig Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERV'CE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION O�gALTyO I G SCOTT . COLLIN8 Llc, 0.035791 6Igiol x10NALENd I ]OB NO. I 072006 SHEET NO T-1 I C: LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STA13ILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets ('Ibis list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by V DOT for public roads. 12, VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a VDOT or County inspector present. ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACEDNECESSARY WHERE NECE WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL.. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY' THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 0.3 GAL./.SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -i OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. TI -PURPOSE TRAIL 2- PAVED SURFACE Ael 11 Tl_DI 1Pc)nCF- TP 6 /l (VARIABLE WIDTH) 4 CONC. (3000 PSI AT 28 DA Y, OR STONGER) �- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TSHAPE TO BE BEVELED H WITH MORTAR DO NOT BEVEL INVERT - _- L NOTES; I. "H" MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. INR NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE. ON SHOULDER 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3, ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (O -TO 45-). 5. HEADWALL TO BE BEVELED N ALL MEAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. EW -1 SPECIFICATION REFERENCE 105 302 CG -ID EW -1.1A I�-G--I 6. BEVEL EDGE IS REOURED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOUARE EDGE OR BEVEL EDGE. S. ON SHALLOW FILLS WHERE ENOWALLS ARE 1'OR LESS BELOW SHOULDER LINE TOOF P OF � ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 9. Y. • CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION, EW -TA ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE I/, WIDTH DE EMRANCE DIAMETER OF PIPE CULVERT Source EXPANSION JOINT 12" 15" 1 18" 1 Ir OR 24'• 2T" OR 30• M" W Y'• A 0•-8" 0'-B" O-9" 0'-11•' T -O" 11-0•' B 0..14.. 1'-r. P_3., T -B.. 4_9.. 2..0.. C T-4" T-7" V-9" 2'-2" 2'-B" 2'-9" 0 1'-0" 1•-3" 1'-B" Y-0• Y-4-3 2'-r' F 0•-g. O. -B- 0.-B.. 0.-g.. 0•-9., 0._g.. H 2'-3" 2'-11.. 3._2.. 3'-9.. 4._3" "'g.,L F 4..0.. 5._0.1 6..0.1 B..O.. 10._0.. 12•-0" G 0'-0/,- 01-1Y."0.-2.. 2'-10" 0•-xyi 0'-3'/:• 0'-3Y,' 0 O.q.. 0•-1'/." O'-4/=' 0..2" 0'-2'/i. 0..3.. 8'-6" 9'-2" CUBIC YARDS OF CONCRETE 10'11T' CONC. PPE 0.241 0.492 0.697 1.318 2.067 2-947 C.M. PIPE 0.257 0.521 0.739 1.39E 2198 3.145 SPECIFICATION REFERENCE 105 302 CG -ID EW -1.1A I�-G--I 6. BEVEL EDGE IS REOURED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOUARE EDGE OR BEVEL EDGE. S. ON SHALLOW FILLS WHERE ENOWALLS ARE 1'OR LESS BELOW SHOULDER LINE TOOF P OF � ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 9. Y. • CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION, EW -TA STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRARSPORTA71ON A --*I ENDWALL FOR ELLIPTICAL PIPE I/, WIDTH DE EMRANCE y Source EXPANSION JOINT SIZE OF ELLIPTICAL PPE CULVERT (SPAN X RISE) EXETINGX OR PROP SIG PROPOSED TSPACE SIDE*a Pavement Design 1 - _ RF= 1.0 qF 23"X14" 30"A19" 34'.22" 38'X24" 42",27" 45"A29" 49'432" 53"134" A 0'-8" 0'-9" 0'-10" 0'-1T' I 0'-11" r-0•' 1'-0" 1'-0" 8 V-2" 1'-5" V -B" T-8" Y-9" r -O" 1'-1T' r-111• C 1'-8" 1'-11" 2'-r' 2'-4" 2'-S" TJ" 2'-8" 2'-g" D V-2" V -T' T -1D" 2'-0" 2-3" 2--5" 2'-B" 2'-10" F 0'-B" 0'-8" 0'-9" 0•-91' 0'-V 0'-9" 0'-g" O'-9" H 2'-10" 3.-3.. 3._7" 31-9.. 4._0., 4._2.. 4._5.. 4._7.. L 5'-5" T -T' 8'-6" 9'-2" 1'-2" 10'11T' 12'-P' 12'-11" S N' 2'-O" Y-2" Y.G. 3'-9" 4--1" 4'-5" 0 0'-2'/i' D'-T/i. W-31/2" 0..4.. 0'-0/," 0'-4%" 0'-g. o'-%" SMI 2.5 1.5 0-2Y:' 0'-3" 0'-3'/i' 11.6 0'-4" 0'4%i' 10.6 116.91 CUBIC YARDS OF CONCRETE CONC.PPE 1 0.502 1 0.855 1.236 1 1.500 1 1.811 1 2.01 1 2.512 2.801 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRARSPORTA71ON Ix1 MRM WDX TO 10% CHAIN FACE OF GARB +1B"� � .'•{�-SOHEWALR SPADE HORN& GUTTER I 1.12% we SFLOPE _ _ _ - M .>. LFOR CURB AND GUTTER OL`Y- --- POR SOLWALK CURB Mm d BIALT CbMOPH]DELY SECTION AMA A 1101.01 I' -WIDTH QITRANCE-'1 4'-0" NFL LIMITS OF 4'-0" NN. LIMITS OF PEDESTRIAN - L - - 9 PEDESTRIANPEDESTRIANROUTE 4'-0" IAN - ACCEESU -�---,ROUTE 0.. W1 NON -TRAVERSABLE 6'-0. ♦• y,L SICIPE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RICHT-OF-WAY 6 RE%9" P THE LIMITS OF PEDESTRIAN ACCESS ROUTEA®YI EXTEND BEYOND EASTNG OR PROPOSED VDOT RIGHT -OF W DETAIL TO BE USED WHEN THE COMBINED WIDTH OE UNPAVED SPACE AND SIDEWALK SPACE 6 LESS THAN 7'. s. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. HRM AND SLP RESISTANT PATH CONNECTING M ALL ESSIBLE ELEMENTS OF A FACILITY THAT CAN BE ACHED. ENTERED MD USED BY PEDESTRIANS. N F PEDESTRIAN ACCESS RCUTES ARE BIDINGPROVIDED. A MINIMUM 4' TRAVEUE WIDTH 6 SECTION B -B REOUIED WITH A MM. 2X CROSS SLOPE, WHEN USED IN CONUNCTIOI WITH STANDARD CC -3 OR CC -7 THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. M' .'!. IX -------- :Y SECTION C-C.o AT RHES.) CONC. APOINT OF GRADE CHANGE Y Y 12 X MAKI IUM INCREASE IN SLOPE AT MI IWI.1 10' INTERVALS Y Y Y 3X MAIOMLIM DECREASE N SLOPE FOR FIST V INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INIEHVALS STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION zo3 D3 _ Table 4: Pavement Desi n DOT Pavement Design Guide _ - - A --*I Use 'P I/, WIDTH DE EMRANCE y Source EXPANSION JOINT W EXETINGX OR PROP SIG PROPOSED TSPACE SIDE*a Pavement Design 1 - _ RF= 1.0 qF ADT CUB INCLUDEDN Design ADT CBR ENTRACE R aN %OINT h a 010 KPP 1 �1 UNPAVED SPAR h a w STONEWATERDRIVE 340 0 g^ VF FLOW LINE Z 11.00 WIDTH OF GUTTER 2 1.67 brD15 3 ENTRANCE WIDTH 21A 6 0.6 11.74 STONEWATER LANE 293 EIPMSON JOINT AB SOLUTE IN R' 4 EDGE OF PAVEMENT-" 10.49 sm9.5 2 A �brn15 Ix1 MRM WDX TO 10% CHAIN FACE OF GARB +1B"� � .'•{�-SOHEWALR SPADE HORN& GUTTER I 1.12% we SFLOPE _ _ _ - M .>. LFOR CURB AND GUTTER OL`Y- --- POR SOLWALK CURB Mm d BIALT CbMOPH]DELY SECTION AMA A 1101.01 I' -WIDTH QITRANCE-'1 4'-0" NFL LIMITS OF 4'-0" NN. LIMITS OF PEDESTRIAN - L - - 9 PEDESTRIANPEDESTRIANROUTE 4'-0" IAN - ACCEESU -�---,ROUTE 0.. W1 NON -TRAVERSABLE 6'-0. ♦• y,L SICIPE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RICHT-OF-WAY 6 RE%9" P THE LIMITS OF PEDESTRIAN ACCESS ROUTEA®YI EXTEND BEYOND EASTNG OR PROPOSED VDOT RIGHT -OF W DETAIL TO BE USED WHEN THE COMBINED WIDTH OE UNPAVED SPACE AND SIDEWALK SPACE 6 LESS THAN 7'. s. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE. HRM AND SLP RESISTANT PATH CONNECTING M ALL ESSIBLE ELEMENTS OF A FACILITY THAT CAN BE ACHED. ENTERED MD USED BY PEDESTRIANS. N F PEDESTRIAN ACCESS RCUTES ARE BIDINGPROVIDED. A MINIMUM 4' TRAVEUE WIDTH 6 SECTION B -B REOUIED WITH A MM. 2X CROSS SLOPE, WHEN USED IN CONUNCTIOI WITH STANDARD CC -3 OR CC -7 THE CURB FACE ON THIS STANDARD 6 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. M' .'!. IX -------- :Y SECTION C-C.o AT RHES.) CONC. APOINT OF GRADE CHANGE Y Y 12 X MAKI IUM INCREASE IN SLOPE AT MI IWI.1 10' INTERVALS Y Y Y 3X MAIOMLIM DECREASE N SLOPE FOR FIST V INTERVAL AND 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INIEHVALS STANDARD ENTRANCE GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION zo3 D3 _ Table 4: Pavement Desi n DOT Pavement Design Guide _ - - ( - I Use Num Units, SF ADT/Emit ADT Source Stonewater Drive -intersection of Rio Road and Stonwater Drive single faro. Residential - Pavement Design 1 - _ RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Basle b a Sub -base h a Dp STONEWATERDRIVE 340 0 340 4 4 11.00 sm9.5 2 1.67 brD15 3 1.6 21A 6 0.6 11.74 STONEWATER LANE 293 0 293 4 4 10.49 sm9.5 2 1.67 �brn15 3 1.6 21A 6 0.6 11.74 STONEWATER COURT 50 0 50 4 4 4.33 sm9.5 2 1.67 bmZ5 3 1.6 21A 5 0.6 11.14 STONEWATERDRIVE(Intersection with Rio Road) 633 0 633 4 4 13.17 sm9.5 2 1.67 bm2'.5 4 1.6 21A 8 0.6 14.54 Rio Road Lane Improvements SMI 2.5 1.5 1.67 bm2:5 6 11.6 121B 8 10.6 116.91 im19a 2 1.67 bm2:5 4 11.6 121A 8 10.6 114.54 Table 5. Street Dlssi n 2' - SECTION SECTION O -D FETCIITOV IBOEAn 502 CG -e NOTES L THIS REM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB 6 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL BE PID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STAN 17PO OPEN -GRADED DRAINAGE LAYER. THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE SUBBASE COURSES AND TO THE OEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSFCATON AD DESIGN SPEED AS SHOWN N APPENDIX A R OF THE VDOT ROAD DESIGN MANUAL. ' I • • 1° Y • D D e e e .D .D • D-- D ---D --� THE BOTTOM OF THE CYAB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SLIBBASC 000IMS PRONGED A MINIMUM DEPTH OF T" IS MAINTAINED. RHS AREA MAY DE CONCRETE AT THE OPT" OF THE CONTRACTOR URENCEI COMBINATION 6" CURB & GUTTER 502 WRONIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A59 GE -12 GENERAL NOTES; 1 THE DErECTABE WAIN4. SEAL% DE' IND+OED BT TMAV:AIEO OPINES. 2. LE1ECT1ft4 WAN6W4 TO ■, CLAH A-} CIIGNTIC MCLAIB A•4 P I%CMIr WITH ar WSMIANT NILNNAL 9Ni.1LE COVEIING TIE FILL NINTH Q THE RMP ROT BY 2 rMT N LDOTH N THE DRECTpI 6F IMEM&TRIN1 TWVEX. OTHER TVPE% OF MATERIAL WITH THE TNNCATFOO BSS OEIGCTABLE rwC w+ BE 'AEP 401x THE YPEPv4 OF rq ETEIEEIL TYPE A J. aPNO EGGS UT tIIR! RAW MAv t IWJ(AICO MNNOUTNOALLY WITw RAR PERKNOECULAR n6a IDI B.pYdYMPO RPAIC�HpLf� C0618�RBKp,A"YDJ�6EN�T Wp1FN pDCFOEI�BED SM. 4. 1M1A^AP,.DI(NNID z BEER s BE CA6F N R ATFEB m1.2 I BF IBECAIIT RAP MOOIL PRECAILT COYOEME SHALE TE QABA 1-4- ,p i IE � +`{�►AV KOT. AD'OCIPIN of �aLPA CWIM" auc -' {{NB N+A rH 4' Ap,1 8211 NAM S. AK fAiA� M PAOYYENT LPE CVIBO�Ti CIM MB OiTr6R O uw BAPS TYPE B A, LLM FwP'6 +RC I ADE LWATEO AS SHOWN ON OB PLAIN al A6 DBECTU PARALLEL BY R[ [/ME1EE11. Y JIBE TO O PROVIDED AT NVERSECTONS WHEREVER AMM DAACCES1�E BL "81L � RI MT OF 9WAA,, OF A WINN9ANT FACILITY O'M NEFRp1E�40CAIBDrDRNIYW�I$WTgCR1g6BB9pA'IEM[S� .b 51011N DM R�SHIX{ 31rOP t 1 C• L t P�D�ES.FRT �,�V. ET ApCyE?TLE�B�E�[ GdM 1 gSEI ABLE�(wu FA�PEIILVNT1�14�Ml�rvH C1M�O Kl -+C- m�N�. MD YY LyR�EETBtT PSL AE�1p{/OW�M}LYWON 1 A( ��A pF9E�ME �Bp�� NTPIW !T x AT; - M TM[Y'-0LDV[ AT rnE iONtCTOMIRY' WTJUD AMM D AKD� T '[�� COEF bF�PwEMEwrxAR rtIIPL'TanaAB TD THE dna. l AT z21 .BANE 146 TOR a MB L W. TTMRP4GMMNMxN+ItlIAAitA1C10r11PVN. BC 4 - 1pRN ETRA.CF Hcww6r MEWATYPE C PARALLEL & PERP ENDICULAReOMTWa 10, UN CLIRIRAMPS �DCPNIK KAu[PAT2NM�, I.B` - T_4• TNACATED COME c -C I 0 4 0 G' D 0a 0 0 0 0 0 0 0 0 0 u 0 4 ;< o o- 0 a D D D 0 a M 00 N p b .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d N 4 0 4 0 4 0 0 0 4 0 0 0 0 01 00 66 0 0 0 0 0 0 0 a 6 ; 0 0 4 0 4 0 0 0 0 0 0 0 0 IN.-� vMAYII TRUNCATED QDNE I PA1� 11 ow • DETAIL DETECTBL AE WARNiNc swaDE TAIL CG -12 DETECTABLE WARNING SURFACE [IM2 GENERALNOTES 2g3.0.j YiPA DEPARTMENT OF MRA�PDRIARNI - Table 3: Traffic Generation Summary 101.03 1 Traffic Generation Summary Location Use Num Units, SF ADT/Emit ADT Source Stonewater Drive -intersection of Rio Road and Stonwater Drive single faro. Residential 34 SF + 50 MF I OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 13.1 Stonewater Drive -intersection of Stonewater Lane and Stonwater Drive single fam Residential 34 10 340 VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 13.1 Stonewater Court single fain Residential 5 10 50 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.I Stonewater Lane multi -family 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 13.1 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Reg. STONEWATER COURT PUBLIC 25 Street Design Data Street Public or Private Maintenance Design Speed mph Min. CL radius ft. Max. Grade Min. K crest Min. K- sag Min. Stopping Sight Dist. R. Min. Int. Sight Dist. R. Min. travetwa y width ft. Min. ROW width Min. shoulder width Sources for Standards STONEWATER DRIVE PUBLIC 125 200 10% 12 126 155 280 28 40 13 Table I - VDOT Sub. Str. Reg. STONEWATER LANE PRIVATE 20 120 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Reg. STONEWATER COURT PUBLIC 25 200 10% 12 26 155 1280 128 40 3 Table 1 - VDOT Sub. Str. Reg. Z H Ch- V) U Z" V) W O 0 z H In i W K w W Q 0 OTY/RY COLLINSZ Lic. No. 035791 � �.0 SHEET NO S-2 W I- I- 0 O � uJ x d In SCALE N/A SHEET NO S-2 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) THE THREADS WHICH IS QOR APPROVED EQUAL TMEELOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN f 2' TO 10' (2701 7 CU. FT. g- ALVE BO GRAVEL 36 -MIN ;�• 6' GATE . •� . VALVE • . • �.� ,. . TEE 2500 P.S.I. CONCRETE • BASE AND THRUST .` • :: Y ►' ::: s' BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4- THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS, A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4- OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING 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 ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 1• COMPRESSION x 3/4- MALE PIPE COUPLNO OR APPROVED EQUAL O, 1• TYPE Water & Sewer Authority (RWSA) �E 90Fr 1. BLAS77NG, WHERE REQUIRED, SHALL BE DONE WIN CARE IN ACCORDANCE WITH ALL APPLICABLE USE ON ATTACHED SNGLE FAMILYIEMOD17M FRAME do COVER FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF 7HE AUTHORITIES SEW EB OR DUAL DEM1AL HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE NDALVM7HON SERVKM LrCOPPERIESLFOR TEE OBTAINED FROM 7HE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK( , , , M4 a LJ Authority on January 15, 1998, except as modified below or modified in Special Notes. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. "01E*OI N01 NO SWAIMM RrnMNC=S 3) "' DUAL SERVICE 4) Y COMPRESlM x 3/4- MALE PIPE COUPLNO BLAS77NG SHALL BE DONE WITHIN T'WE'NTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT SLOPED AREA .� OR APPROVED EQUAL ,• TYPE " I. "L1 I conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. BCFT COPPER 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS O N 5. BLAS77NG ON SA TURDA YS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY W/7H SPECIAL o POR USE ON DETACHED SNOLE FAM.Y 11' -Or MAX RE NDnrnAL SERVIX WERE AN MMUT10N 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN IN 7HE VICINITY OF AN EXIS77NG U77LI TY, IT SHALL ONLY BE DONE W1774 DIRECT ONSI7L� SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF METER 13 NOT PROVIDED. SINGLE SERVICE t Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA NM 09' easement unless permitted otherwise by RWSA in writing. SADDLES SMALL K USED aN PVD PrL 9) "WEDG-LOK" TYPE RUBBER COATED STEEL "` F CASr I= UD GRAM Q r, �-� „B z=Mr 4 as ti O 10•-16 BROOKS 2200 SERFS BOLE 1RTH BEw couPLING QF REOINED) STEPS OR APPROVED EXTEILSION CIL APPROVED EQUAL MUELLER NM H-18061 (17 LOCK NIG NM H-160- 1/Z-. 4") 66 (1 E��' n �' ~ N UNPAVED MEAS FORD 1 AL � EQUAL CAST IN PLACE 3'. a" MIN NNO. . L ' N10. u -n 36- MN. CD�TIut (PLACED DN 3=0OR APPROVED EQUAL \ MaDOHAW 20-106 WOOD 33 PRECAST REINFORCED -MI OR APPROVED EQUAL (t3N. �. -OM AS Y In F -800I °R APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION TD -17 GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. 7HE LOCATION OF EXISTING U71LI77ES ACROSS 7HE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN INI77A77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND C0NS7RUC77ON SHALL COMPLY W TH THE CURRENT EDI77ON OF THE GENERAL WATER AND SEWER CONS7RUC77ON SPECIFICA77ONS AS ADOPTED BY 7HE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA 77ONAL GEODE77C SURVEY. 5. 77 -IE 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 A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS IWLL BE REQUIRED TO HAVE A BACKFLOW PREVENT SR & CCVCK SE: FL,. :JR=AC[ OP \0N AR -A opm `.RrA �y S•fti :'�'"4 � 0. • ti L.L�L;_i CJ4 LJ SIL__ ..'3 P=kCCA.J RCII.IFOP CC: Cr ";CTC 'd1l1 r N A .5 • Ji �__ iEJV=V tQ'JA- . H4 P a TH= ir10P �,HA I Ff o AKTI F F;0h 7;rF [. I A55 5')) faltl� 1341AIC NF LL=C 'r Tt I SCL= �r',i! C-I\G l-�ji 'makS C)N F. /j • ?+'III 9',141 - dA I(: ; ?tll 1-11 'r::F :'w.lN ,IAI ACr-.is iA I -'01.4 Ihl_CT -C- 'TAR d C?l. 1 1 -1 SH' • PF :.1i: Ii -I-1 A ILL_ EL 1 •` EM LCI: A 54iwJIH ,,. NI- L CA, FI =1PF HA I?- t r? r Rr`y CCC IJ FI IN N1rttJ1 OLE 1IJ i ' [4[D:- A;, 4.1- Il3' •;-r:� NO I F'_1 iF I - r :N-5:, +Q-1 I -.+F\ Sc.-;' ),.III- VI I? O 'm ; c- 11 7- SrEC -CALL' DET=R,',NED E" E L01 C01• -01 -MIS. 2 TI I: C::�`•,ULTANT IIALL D: -::k41.1,: ';,'IICTII:=: c1AtIII01_1� S ':__ ,aC _AIthU'_G `.Ili N1)1 :X tNV-`_) 3A5_j. AL_ JCI\T�. -F- HO-ES.IJ_:-�, 6'j-_:Tt -C' -: :A_C _P.C'J-C? 11 -SCE - D ',,.JT. 4. it -C Al ..t.'•l:oITFA-ICP, :IIIA I r,,r CIV -'•1 Fo:� -1•JTRA\r. r 01 :Ftp- LS L:'I - 'IFFP TYPICAL I'OANHOLE WITH DROP CONNECTION rG`S I C NTS FIG. W-6 TD -19 BLASTING NOTESRivanna Water & Sewer Authority (RWSA) �E General Water & Sanitary Sewer Notes (March 2008) 1. BLAS77NG, WHERE REQUIRED, SHALL BE DONE WIN CARE IN ACCORDANCE WITH ALL APPLICABLE 1MAL TAMPER W040 FRAME do COVER FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF 7HE AUTHORITIES -~ HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE (SEE FIG. S-i-D,E) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM 7HE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK( , , , M4 a LJ Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STA 7E, AND LOCAL REGULATIONS GOVERNING UC770N SAFETY SHALL BE ADHERED TO AND ANY VIOLA 710N OF SUCH REGULA 170NS SHALL BE DEEMEDEMED THE SOLE RESPONSIBILITY OF THE 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. STREET SURFACE OR NON -PAVED AREA 3) "' a N ^ E � E B --? 1D 2S }-- �a 4) MC110N BOXES, 'TIiIINSFORAiR PROS, PEDESTALS, BLAS77NG SHALL BE DONE WITHIN T'WE'NTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT SLOPED AREA .� All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be TO ANY OTHER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF UTILITY LINES "L1 I conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. •,RI ETC. SHALL NOT DE LOCATED WITHW THE RIGHT OF WAY. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS 7) N 5. BLAS77NG ON SA TURDA YS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY W/7H SPECIAL o verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and 11' -Or MAX field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN IN 7HE VICINITY OF AN EXIS77NG U77LI TY, IT SHALL ONLY BE DONE W1774 DIRECT ONSI7L� SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF 4�1Q•a- -�- -»---�a�-•- BLAS77NG OPERA 71ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2,_O� Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA 09' easement unless permitted otherwise by RWSA in writing. �- IB' 3' 9) "WEDG-LOK" TYPE RUBBER COATED STEEL "` Q r, �-� „B z=Mr 4 as ti O MWMM P=% MW i__w In addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. STEPS OR APPROVED Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. E��' n �' ~ 11) [PNMA EQUAL CAST IN PLACE 3'. a" MIN and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. r u N 10 V 2 LC/ . �� w All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) PRECAST REINFORCED -MI 14) 16 o CA W s E cc $ c a CONCRETE SECTIONS 11 . N o o -Z �" O RING SEALS • 16 MAX z-- - ---' WATER SEVER MINIMUM ELEVATION T o -� 3 ,� DIFFERENCE ACROSS M.H. 5".,- 4'-0` �` e FROM INLET TO OUTLET w "► SHALL 8E 0.20 FEET. N a J . ,., " E LIIGATDON OF OTHER UTILITIES WAS, ELECTRIC, CONCRETE ! VARIES s E TELEPMOE, CABLE, ETC3 DEPTH OF FLOWj FILLETS "'n CHANNEL TO BE _L 3/4 OIAMETER OF , CONTRIBUTING ' �"- •• '' 4 vg ` EASEMENT VIDTHSr WATER OR SEVER ONLY - 2Q' MINKM WATER L SEVER 30' NININBE Y - a �f 12" " A FILLETED INVERT FOR A SMOOTH • ' -- ---= O O `� TRANSITION OF FLOW BETWEEN INLET do OUTLET PIPE SHALL BE g PROVIDED. MIN. 16" BEDDING Z IS SEE PART 3. PARAGRAPH Dl SEPARAT7DH OF WATER t SEVER LINES. NOTE W/ NO. 68 STONE y o • a o 0 i. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE ~ ,� �^ C d v SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. w g08 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE a a UTILITIES CROSSING A VATER OR SEWER EASEMENT S GULD HE AT EXTENDED OR NON -EXTENDED BASES. 0 W ar 90* TO THE RIGHT OF VAY. 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. o _J o TYPICAL MANHOLE SECTION ' SHOWING BRANCH TIE-IN TYPICAL MANHOLE FRAME & COVER UTILITY LOCATIONS & EASEMENT WIDTHS NTS NTS - - FIG. S -I -A ElLective August 18, 2005 FIG S I�-o _ MRS FIG6 V-1 TD -4 TD -1 TD -I2 BLASTING NOTESRivanna Water & Sewer Authority (RWSA) �E General Water & Sanitary Sewer Notes (March 2008) 1. BLAS77NG, WHERE REQUIRED, SHALL BE DONE WIN CARE IN ACCORDANCE WITH ALL APPLICABLE 1MAL TAMPER W040 p FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF 7HE AUTHORITIES ,e 68 STONE HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM 7HE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK( 0 v C Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STA 7E, AND LOCAL REGULATIONS GOVERNING UC770N SAFETY SHALL BE ADHERED TO AND ANY VIOLA 710N OF SUCH REGULA 170NS SHALL BE DEEMEDEMED THE SOLE RESPONSIBILITY OF THE 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. CONTRACTOR AND/OR DEVELOPER. 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the star' of construction. BLAS77NG SHALL BE DONE WITHIN T'WE'NTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be TO ANY OTHER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF UTILITY LINES conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. ADJACENT TO 7HE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or Correct. The Contractor shall be responsible for the 5. BLAS77NG ON SA TURDA YS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY W/7H SPECIAL o verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and WRITTEN PERMISSION FROM 7HE ALBEMARLE COUNTY SERVICE AUTHORITY. field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN IN 7HE VICINITY OF AN EXIS77NG U77LI TY, IT SHALL ONLY BE DONE W1774 DIRECT ONSI7L� SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF repaired y r b the Contractor to the original condition at no additional cost to the Owner. BLAS77NG OPERA 71ONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 411,11,111,11 a�4 g- INITIAL BACKFILL a. YN MIN. 6' BEDDING O68 STONE • STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON RUCK AND THEN COMPACT THE SOIL OR PROVIDE A 4- BEDDING OF #68 STONE. FOUNDATION IN PEAR SOIL. UNDER -CUT CONDIIION INITIAL BACKFILL t UNSTABLE ar• Ir s- SOIL� M #68 STONE 8 STONE , L 6 STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF THE WATER LINES. 2. NO ROCKS LARGER THAN B' IN ANY DIMCNS7>OM) SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3 -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" tJFTS. 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 NTS FIG. W-2 TD -13 PIPE (2 PI NO'Ms: C oym WT MIGTW 12,l'd" CAST OW LID 18" METER BOX 60 EXTEMS" BROOKS 2200 SERIES (t) UNPAVED AREAS (PREFERF0 OC'Ar4N): PLASTIC- BROOO 2200 Slams WITH e F-XTEN$ION OR A"ROV0 GIWAL (2) PAVED AREAS (ALMWIE MATM0 CAST IRON MNGHAM and TAYM No. 6415.•-8 OR APPROVED EQUAISE 8' OF 1RKX atid/t Ir BI OCIC 70,00M- WIN TO 24'. (3) FOR TOUCH READ METERS A 1--31-- DIAMETER HOLE IS 011WO 04' TIS UD TYPICAL METER FOES ( /$ --1,' METERS' ■ r r i.++w.w:.w. NTS Fla. W-7 SEINE` 1R SERVICE LAMA'. CI�tECTlalwl NQIT�S 1. W4ERE A AN 01401, .1SEWS ',IEIW51N1 C I.A1[RAL iiEIM�lE1'r' FD' 10 A MAttIF10LE OF VAI :749 CE 1LNj tFT1E 1E LT MSE tCOroV#S 2.BEWBR �A'IERI 4 ,TA0aWYIt AN Eitl$114i1 , mED1MIMt SHIII.L 4E {'00 �IECTEVAPPREIVEAANAL At M �Y '9E�ItteTE'. N �Ti�AQE FOR� WtNt,Tc CONKCIM SNAIi 6E 2S (1/4' P11AA +.ALL SEWER LATERAL$ 94ALL HAVE A MINIMUM 2' MW OF 4e. SAIL SElIIER LATERAk$ 9101At,L 4411VE AtiMWVM 0"qT OF 3.'FEET. 2,x 4 L PtUG 2 e a awSERVM a SE pr LINE WYEr-'TEf Ph,AN TYPICAL SEINER SERVICE LATERAL CQNNECTION N t$. F1G> S-2 X M iERIAL IN ANY EMBEDMENT ;_*6_�WGHLY COMPACTED �E -® w 1MAL TAMPER W040 p CHING ,e 68 STONE P N C6a max �j 0 v C . N O� t_U.41+ tP 1 -AVP O1 O w r4ul.c. 1. �. CUTS IN PAVED Ai�AS WtT lt�i EZSYWO VOOT RIGHT-OF-WAY SHALL BE �1 "ENTIRELY WITH N0,, 2!A $Tt) 4 2. FQB DUCE -E NM PIPE THE BOTTOM OF THE 7RENC I - S1thLL BE � SCRAPES? AND ;E8`illt .A01a. ANI? ALL STONES RtMOVED CAR A 4" W01ING OF NO. 68 STOHE' BE PROVIDED ' 3.'* IS ENCOUNTERED PIPE SHALL 'BE INSTALLED 4N A MINIMUM 6" 0CWNC OF No, 69 STONE ' TYPICAL SEWER PIPE I N STA,LLA TI ON IN TRENCH NTS no. S-3 T o� � j�C� SCOTT R. COLLI Lic. No. 035791 SjONAL E�O10) LU Q 0 I n Q1 M Mz C1 N 8 0 n. 1 a W N O W F- N N Woz CZ ow Z LLJ W 00 Z w � C-0 _ oz J aJ o ~ 0,- L9 L. 0 w Cw F- O o1 W = S C C Q 3 T N C Cy C C oz C U v m 1 D � ^� H 0 J a 3 W �N o D �� c X UC m L 0 I E 'o Ul o W Z G w W WY WQ0 W Z p, C w +' C/), 1111111111111111111■ z 2 J to J C O U o J ,^ L �0 v w n Q w z °_ a� �..� 'w F�1I U O U W m� C O me 00U C -0 +; M ` C m O SHEET NO. n o m rn S-3 m 3 �E w 0- �j 0 v C LLL t_U.41+ r O w 93 U a U) 8 It SCALE ° 1 N/A o M ` C m O SHEET NO. n o m rn S-3 m 3 BEGIN 10" D.I.F 18"x10" TAF 10" TA EX. 18" D.I.P. WATEF COORDINATE TAI c 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0022+25 WATERLINE OFF 1 Lic.No. 835791 a I,I of LU H a 0 r<\ Zry') z ry' ° a i a N W T ° WON O o m N a o z 1� c Z o � w m Z w LL�w °w 0 N L9 W LU °, w LJ O° C S � 3 c Z z� o �° � � Q o 3 W p aN v N c Ul O � m U 0 =t o� � E a waS rL � 3 w L1J Z y Z Wo Z HZ VJ w U Z - z ZN J C J ° J 00 U W o W d a� w v� W O ' O • N �C V O X' N U W � � S N O W C U `) ° O ° C � U - F- a F - c LU w v O w L ce _ In N j SCALE ° vL AS NOTED N C � O j SHEET NO. n a c R-1 y v AL _�_— E 0 MIMI ' II� ill / , • � c . Cie• I ®♦� �.' `� �e 1 •►� ��I / ��.r,�i�� .tea'. -=��-y�p`O�O�Nw9f.►�it1,0� •:rr lv��c7vvvvwwvr0vvvv vvwvvvv�rv--•-•,•,ecwv �� ._._ _ �1 IW%%%�A�pp/�wonw 000000,�.0•�0� ��_:— Wit. AF IF �� IRS �� vet• � I II� 11 t1 p Ell I r• AJft ►• � � _ � .:� —IIT R� — �— I .. „ � .. • • -, - _ _ — I ' � it `� � I I � 1 �� i�' . [ Mtl JI 'I • S�Y yr �� SCOT COLLINSZ_ Lic. No. 035791 po blg Ib w� \ S5Innrnr FSC` 110,11WHO. Ih� �•�►\ / .pr o®�®a�111B1 1FPHIC_SC 77- - 40 0 9n 40 8� r ( IN FEET ) 1 inch = 40 ft. I� l a n t L I S t GENERAL LANDSCAPE REQUIREMENTS: 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. Abb. Scientific Name z O W Size Comments LU Total " ` Z W 0 Ulmus americana American Elm z _ strong central leader o 7 3,745 AS jAcer saccharum 'Legacy' Legacy Sugar Maple 12 112 " I Istrong central leader 195 4 780 UNDERS TORY TREES \, W jAutumn Brilliance d 16'- 7' 1 multi -stem 130 4 520 SHRUBS IG Ilex glabra'Shamrock' jShamrock Inkberry Holly 15 gal. I Full to ground 23 98 2254 IV Illex verticillata'Winter Red' I Winter Red Winterberry 1 124" ht. 1 41 13 110,11WHO. Ih� �•�►\ / .pr o®�®a�111B1 1FPHIC_SC 77- - 40 0 9n 40 8� r ( IN FEET ) 1 inch = 40 ft. I� l a n t L I S t GENERAL LANDSCAPE REQUIREMENTS: 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. Abb. Scientific Name Common Name W Size Comments 10 -YR CANOPY: Total \ Canopy CANOPY TREES UA Ulmus americana American Elm 2 1/2" 110,11WHO. Ih� �•�►\ / .pr o®�®a�111B1 1FPHIC_SC 77- - 40 0 9n 40 8� r ( IN FEET ) 1 inch = 40 ft. I� l a n t L I S t GENERAL LANDSCAPE REQUIREMENTS: 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. Abb. Scientific Name Common Name W Size Comments 10 -YR CANOPY: Total Quantity Canopy CANOPY TREES UA Ulmus americana American Elm 2 1/2" o strong central leader 535 7 3,745 110,11WHO. Ih� �•�►\ / .pr o®�®a�111B1 1FPHIC_SC 77- - 40 0 9n 40 8� r ( IN FEET ) 1 inch = 40 ft. I� l a n t L I S t GENERAL LANDSCAPE REQUIREMENTS: 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) WORK. Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Quantity Canopy CANOPY TREES UA Ulmus americana American Elm 2 1/2" c e � c strong central leader 535 7 3,745 AS jAcer saccharum 'Legacy' Legacy Sugar Maple 12 112 " I Istrong central leader 195 4 780 UNDERS TORY TREES AG jAmelanchier x Grandiflora'Autumn Brilliance' jAutumn Brilliance d 16'- 7' 1 multi -stem 130 4 520 SHRUBS IG Ilex glabra'Shamrock' jShamrock Inkberry Holly 15 gal. I Full to ground 23 98 2254 IV Illex verticillata'Winter Red' I Winter Red Winterberry 1 124" ht. 1 41 13 I_ ____-i.__ LEGEND: ERNMX-127 OR APPROVED EQUIVALENT ERNST CONSERVATION SEEDS, 1-800-873-3321 Y XXX ACRES REQUIRED CANOPY CALCULATION AREA OF TOWNHOUSE LOTS: TREE CANOPY REQUIRED (10%): PROPOSED PLANTING CANOPY: 0.81 AC 0.08 AC 0.27 AC 35,148 SF 3,515 SF 11,577 SF 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 4. FURNISH BALLED AND BURLAPPED (B&B SHRUBS, EXCEPT CONTAINER -GROWN PLANTS MAY BE FURNISH D IF INDICATED SIZE IS BELOW LIMIT ESTABLISHED IN ANSI Z60.1, 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. 7. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE V AD AA11,577) RESULTGFRI KIC MTNEGLECTDETHABYY OWNER, DAMAGEDBY OT HE BY MAY UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT OPTIMUM PLANTING TIME. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A TYPE WHICH ARE KNOWN TO IMPROVE PFI CONDITION OF SOIL FOR PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS Q -P-166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. FOR BASIS OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN STRIPPED IS 4" IN DEPTH. 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. 11, FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. PLANTING SHRUBS 12. EXCAVATE PITS ORR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS OR CONTAINERS, OR 1'--0" WIDER THAN SPREAD OF ROOTS, AND 3" DEEPER THAN REQUIRED) FOR POSITIONING AT PROPER HEIGHT. LIGHTLY COMPACT A LA\YER OF TOPSOIL IN BOTTOM BEFORE PLACING PLANTS. BACKFILL ARO)UND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE VOIDS AND AMR POCKETS. WATER THOROUGHLY AS LAYERS ARE PLACED. FORM GRZADE SLIGHTLY DISHED, AND BERMED AT EDGES OF EXCAVATION. APPLYY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PI'LANTING MULCH. 13. PRUNE SHRUBS TO) REMOVE DAMAGED BRANCHES, IMPROVE NATURAL SHAPE, THIN COUT STRUCTURE AND REMOVE NOT MORE THAN 15% OF BRANCHES. PLANTING GROUND COVER: 14. TILL SOIL TO DEPTFH OF 8" IN AREAS WHERE TOPSOIL HAS NOT BEEN STRIPPED. 15. LOOSEN SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED, AMD SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT AS OTHERWISE INDICATEID. 16. SPACE PLANTS 2'- 0" APART BOTH WAYS, EXCEPT AS OTHERWISE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING BED, LIFTING PLANT FOLIAGE ABOVE MULCH. 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE PROTECTIVE COVER FOR SEVERAL DAYS. LANDSCAPE MAINTENANCE: 18. MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 DAYS IMMEDIATELY FOLLOMNG COMPLETE INSTALLATION OF EACH MAJOR CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, RESTORATION OF GRADE:,, PRUNING SHRUBS, PROTECTION FROM INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO ENSURE NOF2MAL GROWTH AND GOOD HEALTH FOR LIVE PLANT MATERIAL. LEGEND AREA WITH PROPOSED SLOPES GREATER THAN 3:1. THESE AREAS SHALL HAVE LOW MAINTENANCE GROUND COVER OF MULCH. SEE SPECIFICATIONS, THIS SHEET. - - - - OHE,T,TV M o �:u -� Frl <�� K O 1432 3.35 ABLE 335-A ORGANIC MULCH MA'rr IUAI v AND APPLICATION RATES --- RATES: MULCHES: NOTES: Per Acre Per 1000 sq. flL Straw or Hay IN - 2 tons 70 - 90 ibs. Free from weeds and warse F- (Minimum 2 c e � c matter. Must be anchored. tons for Spread with mulch blower 0 winter cover) o= or by hand. Fiber Mulch Minimum 35 lbs, Do not use as mulch for 1500 lhs. winter cover or daring hot, d V1 m dry periods.* Apply as N j SCALE slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cin or shredded in 46" N lengths. Air-dried. Do not C Q O SHEET NO. use in fine turf areas. Apply a i ��ii0� . ,,gi�p p� .p•'�.'0� •�4ac �0o:�'a9�'- • 1 with mulch blower or by LL m C hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter. Air- S dried, Treat with 12 lbs nitrogen per ton. Do not use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - or yds. dried. Do not use in fine Shredded turf areas. Apply with Bark • mulch blower, chip handler, or by band. ' R'hen fiber mulch is the only available mulch during periods when straw should be used, apply at a minimum rate of 2000 lbs./ac or 45 lbs./1000 sq. ft, Source: Va. DSWC J V - F- f V F- � c e � c w � 0 o= 1 V L d V1 m N j SCALE 1"=40' 5 N C Q O SHEET NO. a i ��ii0� . ,,gi�p p� .p•'�.'0� •�4ac �0o:�'a9�'- • 1 LL m C -1 S F 3 • Ul • • t� J V - F- F V F- � c e � c w 0 o= _ V L d V1 m N j SCALE 1"=40' 5 N C Q O SHEET NO. a LL m C -1 S F 3 STONEVVATER TOVVNHOMES GENERAL NOTES 1. OWNER & DEVELOPER: RIO ROAD HOLDINGS, L.L.C. CORPORATE ADDRESS: 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS. - 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER. COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE,• 434-987-1631 E—MAIL: Scot t0collins— engineering. com CONTACT MR. SCOTT COLLINS J. TAX MAP N0: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT, DEED BOOK 2984 PG 655, DEED BOOK 699 PG 699 PLAT, DEED BOOK 160 PG 107 PLA T 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR. NONE 5. WA TERSHED: MEADOW CREEK WA TERSHED 6. BUILDING SETBACKS. FRONT- 25 FEET MINIMUM SIDE. 15 FEET MINIMUM BACK: 20 FEET MINIMUM 7. DENS/T Y 14 UNITS (TOTAL) 14 ATTACHED TOWNHOUSES 14 UNI IS / 0.80 AC. = I Z 5 UNI TS/AC. 8. U TILI TIES• COUNTY SEWER — AVAILABLE ON S1 TF COUNTY WATER — AVAILABLE ON SITE 9. SUBDIVISION STREETS: CURB & GUTTER 10,ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SIFCTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT. TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLA T, D.B. 454, PG. 654 PLA T CURRENT USE.- RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE.. 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DA TUM AND BENCHMARK REFERENCE. - BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY - KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT: 35 FEET 13. MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: 0.49 AC 14.NO LUMINARIES PLANNED FOR THIS DEVELOPMENT SHALL EXCEED THE 3,000 LUMEN LIMIT. THERE ARE ALSO NO PROPOSED STREET LIGHTS 15. THE PLANTING OF STREET TREES THROUGHOUT STONEWA TER SUBDIVISION SA 7ISFIES THE LANDSCAPE REQUIREMENTS FOR THE PROJECT. 16. AN 8' PA VED PEDESTRIAN PA THWA Y INSTALLED ON THE SITE SERVES AS A RECREA TIONAL AMENITY FOR THE PROJECT. 17. PARKING. REQUIRED PARKING. 14 UNITS X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 PROVIDED PARKING. 28 DRIVEWAY SPACES + 4 SPACES (STONEWA TER DRIVE) 1&CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CON7RACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. Revision Index Rev. Date Description of Revision (all changes listed) Sheets Revised O 8/11/08 ORIGINAL PLAN SUBMISSION ALL CURB EXISTING CONDITIONS VDOT STANDARD STOP SIGN CURB & GUTTER EXISTING CONTOUR ypp PROPOSED CONTOUR PROPOSED PAVEMENT PROPOSED SPOT ELEVATION EC -3A DITCH T9C DENOTES TOP/BACK OF CURB 6» TIB DENOTES TOP OF BOX DEPTH OF EC -3A [)ITCH LL -1 EC -2 DITCH g" DEPTH OF EC -2 DITCH C L v 3 SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA s� �k�1e� VICINITY MAP 30 SCALE: 1 " = 1500' CURRENT OWNER/DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293.3719 ROADS LEGEND EXISTING CULVERT Sheet Title CULVERT 0 DROP INLET & STRUCTURE NO. EXISTING CONDITIONS AND DEMOLITION PLAN CURB EXISTING CONDITIONS VDOT STANDARD STOP SIGN CURB & GUTTER EXISTING CONTOUR ypp PROPOSED CONTOUR PROPOSED PAVEMENT PROPOSED SPOT ELEVATION EC -3A DITCH T9C DENOTES TOP/BACK OF CURB 6» TIB DENOTES TOP OF BOX DEPTH OF EC -3A [)ITCH LL -1 EC -2 DITCH g" DEPTH OF EC -2 DITCH ... .... EARTH DITCH Sheet Title DRI VEWA Y CULVERT COVER BENCH MARK EXISTING CONDITIONS AND DEMOLITION PLAN CLEARING LIMITS EXISTING CONDITIONS VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR ypp PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION ROAD PROFILE T9C DENOTES TOP/BACK OF CURB ROAD PROFILE TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN E-2 EXISTING CONDITIONS S-1 SITE PLAN S-2 SITE PLAN DETAILS S-3 UTILITY DETAILS R-1 ROAD PROFILE R-2 ROAD PROFILE DP -1 PROFILES LL -1 LANDSCAPE PLAN I certify that these final plans meet the requirements of the Albemarle County Zoning Ordinance, the Water Protection Ordinance, the Subdivision Ordinance, and the Design Standards Manual, and are prepared in accordance with the Engineering Expedited Review Final Plans Checklist. Signature Date DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVEL OPMEN T ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION cTx oAy SCOTT ' . COLLINg Lic. 0. 035791 1401 .R FWmmu- [A�- w Q 0 z g CL W V)W 2:0 z z 3:O oc w H Q w z O U) b LU °- a V czi� N U) L ° > JOB NO. -0 41 072006 C L v 3 SHEET NO. a u T-1 C 1�bvc�1'j b. p0 e?~P 5e �o 4WATEAS & SEWER EASE NT 353-PtAT-744, Pg 722 PLAT 4 GL 00� i"RC SD 1. HORIZONTAL DATUM. MAGNETIC NORTH 2005. \ \ \ \ \ \ 1 \ 1 \ \ \ \ \\ \ \ \ \ \ \ 2. VERTICAL DATUM: NAVD-88 BENCHMARK: CITY OF CHARLOTTESVILLE GIS CONTROL MONUMENT STATION #135, A BRASS DISK LOCATED OFF \ \ \ \ \ \ \ \ \ \ \ \ \ \ PENN PARK ROAD APPROXIMA TEL Y 0.1 MILE EAST OF THE IN TERSECTION WITH RIO ROAD EAST. \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ I \ \ \ \ \ ` Q� \ ELEVA TION= 468.09' \ \ \ 1 \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \Q J. THE LOCA TIONS OF EXISTING UNDERGROUND U77LI TIES ARE SHOWN /N AN APPROX/MA TE WA Y ONL Y. THE \ FOLLOWING SOURCES WERE U77LIZED IN DRAFTING THE LOCATIONS OF UNDERGROUND UT1LlTlES: FIELD SURVEYS OF \ \ \ \ \ \ \ \ `• \ \ \ \\ \ \ \ \� \ \ \ \ \ \ TAX MAP 61, PARCEL 183A �6 �� "h° MARKED LINES AND TOPOGRAPHIC MAPS, AS -BUILT PLANS, AND S17E PLANS PROVIDED BY THE UTILITY COMPANIES \ \ \ \ \ \ \ \ \ \ \\ N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM \ \ NO UNDERGROUND INVES77GA77ON OF U7L177ES WAS PERFORMED. 7HE CONTRACTOR SHALL DETERMINE THE EXACT Q o ° LOCA 77ON OF ALL EXISTING U77LI77ES BEFORE COMMENCING WORK. THE CON7RACTOR AGREES TO BE FULLY \ \ \ \ o D.B. 3013, Pg 239 g \ D.B. 691, P 798 PLAT �Q \ Q RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTL Y ZONE: PRD \ ti6 \ry6 LOCATE AND PRESERVE ANY AND ALL UNDERGOUND UTL/77ES 564 • No 4. TOPOGRAPHY AND BOUNDARY /NFORMAT70N PROVIDED BY KIRK HUGHES & ASSOCIATES. S17F WAS SURVERYED a _ a . \ \ \ ` °e \ •Qo� IN DECEMBER_ 2006. TOPOGRAPHY WA_S WRIF/Fn RY r t)l I /A/ CZ JrAiriAiP-FtPiAi� /Ai 111-TI)Or-D '7n/17 T IcCOTT . COLLINSZ Q Lie. o. 035791,1� ��o� 6�4 � 0Lol �w� �SSIDNAL \ \ ` ` \ \ ' / / / ' / �✓_ —' / ' / /" D$ GO- j_�g`�p{A�--rte " - ' / i / / p ' / j ' Y I 1 RAMS 9.LDI — / i -OPEN —_ / / / / / 590 _ _ - ' / / / / TRE PROS-E�CTION� / WOODS / - - 27 �/ / �` / / f / J cH (TYPICAL)/0 "1 UX204 / / / / a / FENCE TO E / / sa"MAPLE ED/ / N OE /fO blE REM Eb LIME 2 / //�/ 27" OP, - -- / / / / / TO E ABA DC FENCE JO BE`\ R MgVIED \ \ \ \ \ � \ \ \ \ \ / 32 E H f f I / i \ / / P0� � � i S / i / i / / / \ \ \ \ \ \ \ \ \ 34 f / \ 2�"oAK � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ E � / / / / FE \ \ \ \ \ \ 280 \ \ \ \ \ \ \ \ f /f I I l \ \ / / 2aI1(AK ° / / / / 'X11 50"Poq / _ _ I / / / / NCE \ \ \ \ FEN E —I` �" /25'POP / l I L l I I / / / 3 I I I 1 \ ( / I I I / 24" / / / \ \ 3a 9AK '� / 0 E, TY/ TRUNK LINE/ - / / / POOL Tb Pi /REMdVED` f �cF ( 1 6�/TO BE RF�-ROU�fED _ , - / / / WE I UNDERGROUND 444/ 2 / / / / / / /(! / I SMALLTEI z l l I / TR E -E TO BE REMOVED/ � / / 1 1 a / / /24 K /' P // (TYPI AL) / °"P / I 1 3 H oQe 241DAK \ / / / 2 / / / AX MAP 6A, P#RCEt / 185 f I l l I �r I 1 2 / / // / / I l f I RIq' ROAD HOLDINGS, /LLC / / I I f I I EXISOIING FREE INE / °/ / / / / D.B. /2x84, 26•P / Pg sus I )6.051 ACRE$ / f I j / / / / / HOL SE T f B REMOVE / / / / D.B/ 208,/ Pg 4V PLAT I / f i f z / os f \ ► I 1 \ 1 1 I ► 1 \ �` Des/ WAS I I I i / 1 I W I I' �tPOP DENSE \WOODS DENSE I uo -�- — � -- -- - \ �\\\\ \�\ \\\ \ •� - � / - �` - - -' `�"' I�j// / / �f I I I 1 II / / //DQENSE Ii �I / I I I \/ \ �1I \ I I 1 1 I I 1 TEof30 WOODS 4- /ANDS)CAEASE ENT 30�OP I I I= N-4 •37 44� Ni' 769.31 \FENCE — — — — — 5"P/INE I I / 26"PO I T NK TO BEI I REMOVED /o 0.680 I I I \\ / ACRE I� 3o"POP 1 I I I I \ �• _LI I B. 2W9264 D SC. f I I I 32" A / / / 30 HICK _1 I I -- FENCE / \ \ FENCE J /FENCE Z FEP 'v �°iia°'B°�,,,'�.y�.'Fk�.y'2��P•.?y�o��s�i-�. 'tt'n� . 4�i�'.�Jj res • �".�' e' �1-` 0::x°2-. ; %o'��ies�'; �4�.��•y�.�r , I DRIVEWAY vTl TO BE REMOVED I - II / ROCK I 1 OUTCROPO I I BUSHE WM / II; 11� �svc I 1 LE TREES "ST NEHENG SEC IONS 7 & 8 xF / PE/ / PED \ \ ` °3 _ _ , / / — I I I } �.�✓� I / D.B. 61 P 12 PLAT \ I "P XF ED i / / R \ O 2lORY / - - _" "..,' .....u«--^._. / F CE J I \ I I DB 11" INE INE Z NE6 BLDG / / I Q / . BLDG. FENCE � I / ASPHALT 13" EDAR \ \ \ C UTIL.SHED 19 PINE / \ TENNIS 0"SYc. EXISTING TEMPO Y / COURT ' BASKHALT CONSTRUCTION EASEMENT, / I \ \ "STONEH NGE" ECTION I P IST�NG R D ROW D.B. 58 Pg 05 PLAT ' TAX MAP 61A1-02, PARCEL OA J DBL. 13" MULBERRY \ / D.B. 56 04 PIAT N/F STONEHENGE HOMEOWNERS' / ASSOCIATION, INC. I GRAPHIC' SCALE / / 40 0 20 80 /\ ( IN T ) 1 inch = 4-0� ft. 160 \ J D.B. 570, Pg 278 18 EDAR D.B. 570, Pg 266 PLAT / D.B. 545, Pg 654 PLAT ZONE R6 / / 0) rn w pi L,= II O CSW \ ~ J N U 4 I z CREPE MYRTLE 4 STONEHENGE ROAD I(PRIVATE R/W) ZONE: R4 1� % 0 '•1 M �z cV ttttttttttttt■ �- i n a� M o �- o a i a oN 0*� z W 0 W tV a� c'V z 06 c Z v) O Z n F— 0 W W W Z ►-� J 0 W oZ W v N o a 0 L `o C/1 O WU 0 O .0 L9w m o F.t r 0 0 L m F-4 3 c r C O z '04, o z U4, U) O` - z a. 3 W O 0y 0 n x V t z E3 Cie O ,C t v 3 W V Z� WQ W � �Y w41 zwU) H c < F z.0 - F- 41 U) U (n � Xc J c O O tJ W 4 U o ttJ w w w z a:5 w ; wo� x O • N U W m: L to 0 c O O U 00 +O+ W C -0 E J U O— � O 1-3 W 4-1 ; 0 W g U 2'x2' YARD GRATE -/ _ TOP=470.31' tl tJ1 0) Qj II�OUT=4 .7 O SCALE 3 1"=40' `oc � c 0 m SHEET NO. a o 0 o E-1 1-3 LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PREM/T SHALL BE OBTAINED FROM 774E VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC770N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE /S 2. 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3-71 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STAB/L/ZA 77ON MA T LINED DITCH MAY BE REQUIRED WHEN /N THE OPINION OF INE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of constriction 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right: of way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed. necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road blaming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by V DOT for public roads. 12. VDOT standard Ch -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 1.3. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a VDOT or County inspector present. ROAD NOTES GRADING 1. THE LATEST EDI TION OF THE ROAD ee BRIDGE SPECIFICATIONS, THE ROAD Se BRIDGE STANDARDS OF THE VIRGINIA DEPART WENT OF 7RANSPORT4770N SPECIFICA 77ONS SHALL GOVERN THE MATERIAL AND CONS7RUC77ON ME774ODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA 77SFAC77ON OF 774E ENGINEER. J. ALL GROWTH OF 7REES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR 774E EN77RE EASEMENT. OTHER 7REES AND VEGETA77ON WHICH OBS7RUCT SIGHT DISTANCES AT ROAD IN TERSEC 77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC770N OF 774E SUBGRADE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE /S PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MA 7ERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGA TE BASE WILL BE WAIVED /N 774E EVENT 7HA T 7HE SURFACE COURSE /S BEGINNING AT THE COMPLETION OF THE /NSTALLA TION OF THE AGGREGATE BASE. IN THE EVENT THAT 7HE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLATE, AND COMPAC77ON BEFORE SURFACE TREATMENT /S APPLIED. Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. B17UMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORT4770N SPECIFlCARONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES 7HAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPAR7MENT OF TRANSPORTATION MAY BE LOCATED Wl7HIN THE STREETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP W177-1 A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CO -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICA 7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 7HE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 10' MUL TI -PURPOSE TRAIL 2" PAVED SURFACE V c. I /'1 J / V/ YL L"_l1 ,L MUL TI -PURPOSE TRAIL NO SCALE (VARIABLE WD TH) 4" CONC. (3000 PSI AT 28 DA Y, OR S TONGER) T L I f_1 J I VI YL LJ CONCRETE SIDEWALK NO SCALE S X D MOTE I TSHAPE TO BE BEVELED H WITH MORTAR _--- 00 NOT BEVEL INVERT - b nlr�ir ' FL W 0 EW -1,u �- L- NOTES: L .NMIOU DYP T�As SEIIOULO LINES M 740 �91W LWH TOP ��END�MM L 8 C�VERT�( TUE FLOM�1 ENTE ��THE Ct�VER�1 INLET END OF THE PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULOER 7. HEADWALL AT THE OUTLET ETNO Of THE CULVERT MAY BE EITHER SQUARE 2. TUNS ITEM MAY BE PRECAST OR CAST IN PLACE. EDCE OR BEVEL EDGE. 3, 10L0� N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET B. OON��N S,� TW IL ��WENDALL �SHI ll BSE CONSTRUCTEDLESSB PARALL DER O THE ORAOE OF THE ROAD, 4. THIS STANDARD TO BE USED WITH STRMOHT CROSSBNGS AND ALL SKEWS 400* TO 45*). 43.1. 9. V4'" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. OR WN16WALLS Op�GUR�EO N EAS ALL AREXCEPT WHERE A CONFLICT WITH BUYERS RT EW -1A ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE L THIS REM MAY M PRECAST OR CAST N PLACE. DIAMETER of PIPE CULVERT Location SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) Num. Units, SF 112" 15" X1" tr OR w 2r OR 30" 33- apt w A 0'•6" 0'-B" 0'-9" 0'-1r T -O" r-0" B 0'-1W r -r' r-3" r-6" r-9" r -O" C r-4" r-7" 11-9" 7-2" r-6" 2'-9" 0 r-0" r-3" r-6" r -r r -r a'-0" 2'-4" W -W. I W -B" W-6" 0'-9" 0'-9" O'-9" H r-3" 2'-n" 3'-2,' 3'-9" 4'-3" 4'-9" L4'-0" W-6- 5'-0" 6'-0" r 0" 10-0"W-0" 7-9" 0 0'-f/4" 0'-/V4" 0'-2" C -2y:" &4/4" O' -3V4" b O' -r' tm/4- 0'-4/:" 0'-2" o' -M" 0'-3" 6'-6" 9'-2" CUBIC YARDS OF CONCRETIE 10'-1x' Ir -r' CONIC, PIPCI 0.24 1 0.492 10.097 1 1.30 11 2.067 12.947 C.M. PPE I L257 1 0.521 10.739 1 1.3,6 11 2.196 3.146 EW -1A STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRaBNA DEPARTMENT OF TRANSPORTATION Im of CG -M WIDTH OF ENTRANCE EWA/W4 JOUR S �GXON0 aR"goE°�i '0 SPAM � a�amE EXP*MN JOINT MWAM !PACE �+ 6" FLOW LINE i WIDTH OF WT Es ENTRANCE IMUM V ExPMSON JONT AB 1TH DESIRABLE 1e" * EDGE OF PAVEMENT iv WILF PLAN A �E-� FACE OF CUD' NORMA. GUTTER •0% TO %% **O J.,-UNPAVED_1 _Derry ee. SECTION A -A M--WE>�T --1 '-0" UK LIATPED (MBIMI , _UkM OF ACEM.>L Our STAuw 0" SLOW 4 PEDESTRIAN ACCESS ROUTE DETAIL ITS OF PEOEST� CE3 YROIRE OIJ VM 6E EXISTING OR PROPOSED VDOT RIGNT-0F N DETAIL TO BE (USED MINETN THE COM�EO WIDTH of UNPAVED SPACE AND SIDEWALK SPACE BLESS TNN( 7. � !T!ACCESS �STRIANS. IT.GEDESTRIAN A M INU M4TRAWVERS�E WROM SECTION e -B REOIJIED WRH A MAX. 2X CROSS SLOPE. CW�HE.�N USED IN CONJUNCTION WITH STANDARD �2'-0-� STAI 7Tb K 9TOMd THE MOUMBLE CUM HTATI( i. xx SECTION C -C OPONT OF am owice >t x 12 X MAX" /HGIEASE N SLOPE AT MINIMUM 10' NTERVALS X x X 3 X MAXIMUM OpCR M N SAPS FOR FIRST 1D' INTERVAL AND 6 X MAXNNIM OECIWASE FOR SUCCMING MIARIA 10' INTERVALS 'STANDARD ENTRANCE GUTTER VON" DEPARTMENT OF TRANSPORTATION 203.03 Table 4: Pavement Design DOT Pavement Design Guide) NOTES= ENDWALL FOR ELLIPTICAL PIPE L THIS REM MAY M PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE. Location SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) Num. Units, SF 3 COMBINATION CURB i GUTTER HAYING A RADIJS ADT 23"x%" 30"x18" 34"x22" 38"44" 4r'x27" 43"x29" 48"x32" 53-1134" A 0'-8" 0'-9" 0'-10" 0'-11" O'-ri" r-0" r-0" r-0" B T-2" r-5" r-6" 1'-8" r-9" r-10" V-11" r -N" C r-6" r -1r' 2'-1' 2'-4" 2'-5" 2'-r' 2'-6" 2!-9" 0 r-2- r-7" r-10" 21-0" 2'-3-' 2-5" 2'-6" 2' -XP' F W-6- W-6" 0'-9" 0'-9" 0'-9" 7-9" 0'-8" W-9" H 2'-Xr 3'-3" W-7" 3'-e" 4'-0" 4'-2" 4'-5" 4'-7" L 5'-S" r-2" 6'-6" 9'-2" 10'-2" 10'-1x' Ir -r' 12'41" S r -Ir' 2'-6" 2'-10" 3'-r S-6" 3'-9" 4'-1" 4'-3" 0 0'-2'N' 0'-314" W-Yh" 0'-4" O' -4V2" 0'-4V4" 0'-5" W -5W b W-2- a -2V:" a -2Y4" 0'-3- O` -3V:" W-04" W-4" a -4W 3 1.6 21A CUBIC YARDS OF CONCRETE 0.6 11.14 STONEWATER DRIVF#ntersection with Rio Road) CONCAPE 0.502 0.6'S5 L235 1 1.500 I 1.611 1 2.101 2.312 1 2.601 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRaBNA DEPARTMENT OF TRANSPORTATION Im of CG -M WIDTH OF ENTRANCE EWA/W4 JOUR S �GXON0 aR"goE°�i '0 SPAM � a�amE EXP*MN JOINT MWAM !PACE �+ 6" FLOW LINE i WIDTH OF WT Es ENTRANCE IMUM V ExPMSON JONT AB 1TH DESIRABLE 1e" * EDGE OF PAVEMENT iv WILF PLAN A �E-� FACE OF CUD' NORMA. GUTTER •0% TO %% **O J.,-UNPAVED_1 _Derry ee. SECTION A -A M--WE>�T --1 '-0" UK LIATPED (MBIMI , _UkM OF ACEM.>L Our STAuw 0" SLOW 4 PEDESTRIAN ACCESS ROUTE DETAIL ITS OF PEOEST� CE3 YROIRE OIJ VM 6E EXISTING OR PROPOSED VDOT RIGNT-0F N DETAIL TO BE (USED MINETN THE COM�EO WIDTH of UNPAVED SPACE AND SIDEWALK SPACE BLESS TNN( 7. � !T!ACCESS �STRIANS. IT.GEDESTRIAN A M INU M4TRAWVERS�E WROM SECTION e -B REOIJIED WRH A MAX. 2X CROSS SLOPE. CW�HE.�N USED IN CONJUNCTION WITH STANDARD �2'-0-� STAI 7Tb K 9TOMd THE MOUMBLE CUM HTATI( i. xx SECTION C -C OPONT OF am owice >t x 12 X MAX" /HGIEASE N SLOPE AT MINIMUM 10' NTERVALS X x X 3 X MAXIMUM OpCR M N SAPS FOR FIRST 1D' INTERVAL AND 6 X MAXNNIM OECIWASE FOR SUCCMING MIARIA 10' INTERVALS 'STANDARD ENTRANCE GUTTER VON" DEPARTMENT OF TRANSPORTATION 203.03 Table 4: Pavement Design DOT Pavement Design Guide) NOTES= o '0 C L THIS REM MAY M PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE. Location 4000 PSI F PRECAST. Num. Units, SF 3 COMBINATION CURB i GUTTER HAYING A RADIJS ADT OF 300 FEET OR LESS (ALONO FACE OF CLOW SHALL Stonewater Drive -intersection of Rio Road and Stonwater Drive BE PAD FOR AS RADIAL COMBINATION CUM • GUTTER. 34 SF + 50 MF �I� �p p��p�p 4 DRAIIA(�E LAYER, TFf BOT V TFE pig 633 AND GUTTER 21" BE CONSTRUCTED PARALLEL TO THE SLOPE (F Stonewater Drive -intersection of Stonewater Lane and Stonwater Drive SUBBASE COUIRSES AND TO THE DEPTH OF THE PAVEMENT. 34 S. ALLOWABLE CRITERIA FOR THE USE OF 340 CO -6 IS BASED ON ROADWAY CLASSMATION 2- R AMD DE710N SPEED AS SIDWN N APPENDIX A 5 OF THE VOOT ROAD OESKi( MANUA p Pavement Design Stonewater Lane multi -family 50 5.86 r -r' p p D RF= 1.0 PRIVATE 20 120 10% - - - - - - - - - - THE BOTTOM OF TUE CIS AND 155 GUTTER MAY BE CONSTRUCTED 6 r-0" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A Location ADT HCV Design ADT CBR SSV Dr Surface h a Basle b a Sub -base h a Dp STONEWATERDRIVE 340 0 340 4 4 11.00 sa O.5 2 1.67 bnQ5 3 1.6 21A 6 0.6 11.74 STONEWATER LANE 293 0 293 4 4 10.49 sm9.5 2 1.67 bm25 3 1.6 21A 6 0.6 11.74 STONEWATER COURT 50 0 50 4 4 4.33 sn-9.5 2 1.67 bnQ5 3 1.6 21A 5 0.6 11.14 STONEWATER DRIVF#ntersection with Rio Road) 633 0 633 4 4 13.17 sm9.5 2 1.67 bnQ5 4 1.6 21A 8 0.6 14.54 Rio Road Lane Improvements I 1=12.5 11.5 11.67 bm715 16 1.6 21B 8 10.6 16.91 im19a 12 11.67 bm2 5 14 11.6 121A 8 10.6 114.54 6. b:.' ...:....... SECTION D-0 INSERTABLE SHEET A59 GENERAL NOTES. t TIX [E{TIM�FCjTJ4 LL WAR00 VHftk 'BE t0 in 'nMr AT40 00 1�1J�1k i7tYRF�g iNMRMMLMT A�, Na- TB�� C101'iIE F,l4 4 Fi HP aCl CPE = T DE�TiflCT1Nf �p�� 'R�, brIC KAR 3. iLODI "& &%UW0 PE I� BAR�pL a fFdto 1 ai1YLL rE P4: aF i tIMl�1r nl.00R Ot'Ki1M48R MIMIM'TALI E ME 1 OIu X i 1�! �Ilit 01� A CM Ran TYPE 9 7. CUM ,Nc_ ya PAR M LFI. DIE . 1WV K i0 Al M�TKOIe *P IRANA T 4 F CMM x ." Klf �O THE PEBYOKO t A X . V" A* op 9I CURB L TYPE C .Ilua(q may. a�Aw T PARALLEL & PERPENDICULAR 1d. 'TUX MIINiIBTM Y1�.L�I�aF 1jj Mf k-" .„ C TRUiCATEO OgYE_ e IOC' Ns 000060 0000000900000 ,,.0000000 000000 ;�� .0604040 404 iA6d 0 fit 6a' � o+o-aN}N10000Kso6o 80001DOOd00i►Osi 44Q4 0' 00 00001}0 Awylom 7Fii 1VDET� F?CtYE 0MCT0Af &LWARNNC 1 , 01 A CO -12 DETECTABLE WARNING SURFACE GENERAL NOTES X aas.6a VAP" KNMMWI of TIEMOKWAR IM 'Table _ 3: Traffic Generation Summary NOTES= o '0 C L THIS REM MAY M PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE. Location 4000 PSI F PRECAST. Num. Units, SF 3 COMBINATION CURB i GUTTER HAYING A RADIJS ADT OF 300 FEET OR LESS (ALONO FACE OF CLOW SHALL Stonewater Drive -intersection of Rio Road and Stonwater Drive BE PAD FOR AS RADIAL COMBINATION CUM • GUTTER. 34 SF + 50 MF �I� �p p��p�p 4 DRAIIA(�E LAYER, TFf BOT V TFE pig 633 AND GUTTER 21" BE CONSTRUCTED PARALLEL TO THE SLOPE (F Stonewater Drive -intersection of Stonewater Lane and Stonwater Drive SUBBASE COUIRSES AND TO THE DEPTH OF THE PAVEMENT. 34 S. ALLOWABLE CRITERIA FOR THE USE OF 340 CO -6 IS BASED ON ROADWAY CLASSMATION 2- R AMD DE710N SPEED AS SIDWN N APPENDIX A 5 OF THE VOOT ROAD OESKi( MANUA p VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 Stonewater Lane multi -family 50 5.86 r -r' p p D VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 7„ PRIVATE 20 120 10% - - - - - - - - - - THE BOTTOM OF TUE CIS AND 155 GUTTER MAY BE CONSTRUCTED 6 r-0" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 3 MNIM M DEPTH OF r' STONEWATER COURT 0 MANTANTD. 7 A y�y g r ATH 9PTION C ITRRACTOR 1200 F"T" 12 26 155 COMBINATION 6" CURB & GUTTER 40 105 Table 1 - VDOT Sub. Str. Reg. X02 9/06 VIRGINIAREV. VIRGINIA DEPARTMENT Of TRANSPORTATION 20L03 INSERTABLE SHEET A59 GENERAL NOTES. t TIX [E{TIM�FCjTJ4 LL WAR00 VHftk 'BE t0 in 'nMr AT40 00 1�1J�1k i7tYRF�g iNMRMMLMT A�, Na- TB�� C101'iIE F,l4 4 Fi HP aCl CPE = T DE�TiflCT1Nf �p�� 'R�, brIC KAR 3. iLODI "& &%UW0 PE I� BAR�pL a fFdto 1 ai1YLL rE P4: aF i tIMl�1r nl.00R Ot'Ki1M48R MIMIM'TALI E ME 1 OIu X i 1�! �Ilit 01� A CM Ran TYPE 9 7. CUM ,Nc_ ya PAR M LFI. DIE . 1WV K i0 Al M�TKOIe *P IRANA T 4 F CMM x ." Klf �O THE PEBYOKO t A X . V" A* op 9I CURB L TYPE C .Ilua(q may. a�Aw T PARALLEL & PERPENDICULAR 1d. 'TUX MIINiIBTM Y1�.L�I�aF 1jj Mf k-" .„ C TRUiCATEO OgYE_ e IOC' Ns 000060 0000000900000 ,,.0000000 000000 ;�� .0604040 404 iA6d 0 fit 6a' � o+o-aN}N10000Kso6o 80001DOOd00i►Osi 44Q4 0' 00 00001}0 Awylom 7Fii 1VDET� F?CtYE 0MCT0Af &LWARNNC 1 , 01 A CO -12 DETECTABLE WARNING SURFACE GENERAL NOTES X aas.6a VAP" KNMMWI of TIEMOKWAR IM 'Table _ 3: Traffic Generation Summary ----. --- -- o '0 C W0 Traffic Generation Summary Location Use Num. Units, SF ADT/unit ADT Source Stonewater Drive -intersection of Rio Road and Stonwater Drive single fam Residential 34 SF + 50 MF 10ADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 13.1 Stonewater Drive -intersection of Stonewater Lane and Stonwater Drive single fam Residential 34 10 340 VDOT Sub. Stet. Req. page 10, sec. 24 VAC 30-90-130 13.1 Stonewater Court single fam Residential 5 10 50 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 Stonewater Lane multi -family 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 STONEWATER LANE PRIVATE 20 120 10% 12 26 155 280 28 40 3 ------------------------., Table 5: Street ----. --- -- o '0 C W0 414. i- -- -- -- -_.------------------- Street Design Data Street Pahl w or Private Mainttenance Design Speed mph Mn. CL radius ft. Max. Grade Arm. K crest Mn. K sag Min. Stopping Sight Dist. Ft. Afin. Int. Sight Dist. Ft. Mn. travelwa y width ft. Arm. ROW width Mn. shoulder width Sources for Standards STONEWATER DRIVE PUBLIC 25 200 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Reg. STONEWATER LANE PRIVATE 20 120 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Reg. STONEWATER COURT PUBLIC 25 1200 10% 12 26 155 280 28 40 3 Table 1 - VDOT Sub. Str. Reg. ------------------ T OFA SCOT R. COLLINS� H Lic.No. 035791 ,2.., 1`�ICNAL ESO W U o - nlie 10 C v SHEET NO. a c m� S-2 ' r 3 o '0 C W0 414. O° W �0 U Ct U) 47 IV SCALE v '� nlie 10 C v SHEET NO. a c m� S-2 ' r 3 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VILLE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES W MIN 2' TO 10' (2701 7 CU. FT.8' ALVE BOX GRAVEL 36"MIN 8' GATE - �..� VALVE ��' i•� - 8"X6 TEE 2500 P.S.I. CONCRETE •� BASE AND THRUST•.®r ' BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE AIN IN ALL INSTALLATIONS. TO WHEN THE SOIL IS DISTURBED OR WHEN MTHREADED RODS A HYDRANT IS LOCATED IN A FILL. ANCHOR MAIN THE VALVE TO THE HYDRANT NTH 2-3/4- RODS SHALL C GALVANIZED OR THREADED RODS IN ADDITION TO POURING 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 ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 ,- CMVFcS M x 3/0 MALE Pft oDUFU+Q FRAME 6C COVER E OR AFPROM EQUAL (SEE FIG. S-I-D.E) 147 STREET SURFACE OR -' S NON -PAVED AREA ^o r5 x --�- ^ (D N 2 }-- E AINCTKIN 8000. WU R PAM PEDESTALS, ETC. �Cx FM USE ON SLOPED AREA � ! v - SHALL NOT BE LOCATED VITHIN THE RIGHT 13F WAY. RESrOD,11AL AMRNCIM OR DUAL RIESIDINTIAL + - - ao '-X1-.,- AND rBBOAnon sExvlcEs 1* -G" MAX \ ••--10' _�,- -+-- --3W -•- 2'-O" "WEDG-LOK" TYPE _ 0 +--ir 5• O RUBBER COATED STEEL"< ^ `a a'-' OFWA N0F STEPS OR APPROVED ' c n = h - No S,IErUED FrrllNoe EQUAL CAST IN PLACE 3� -0" MIN 4i ng E W • N�0 W DUAL SERVICEbile - PRECAST REINFORCED E 6S $ o , OOIirREBM x 31,r ME FIFE ODURMD CONCRETE SECTIONS 12;, .MIN '�o �Z a OR AFPao,ID EQUAL O" RING SEALS 16 MAX _^ " --� l WATER SEWER MINIMUM ELEVATION M SWT Cappet DIFFERENCE ACROSS M.H. 5 � 4-- 0 .. � t � b 0 FROM INLET TO OUTLET £, W °C E FOR USE ON DETACHED NOW FAMILY SHALL BE 0.20 FEET. ate n• LtICATEOM OF OTHER UrJUTDS RVIIIIINTIAL I ME" Is NOT PROVICIM SERVICE AN .eeoA,IDN CONCRETE ! VARIES v t ecAs. El TRIC, TELEPIiaNc. CABLE, ETC.) fv DEPTH OF FLOW FILLETS _ CHANNEL TO BE "'� n SINGLE SERVICE t 3/4 DIAMETER OF N _ _ �L �� CONTRIBUTING --- - f_ASMNT VIDTHS, WATER OR SEWER 13NLY - 20' MAID M UD SEINER. q . " WATER L SEWER 30' MIMUM M BE USO ON PC PM CAW OWA FILLETED INVERT OR A SM00 a ,F ' : 12 O /-�,; , O FROM GRACIE TRANSITION OF FLOW BETWEEN F, ,o _1e ExaN IoaiAL INLET dt OUTLET PIPE SHALL BE g 1/4 BOO CONPlMO (i REQUIRED) N UNPAVED WAS PROVIDED. v O IS SEE PART wFum Na N-,BOBB ,�rMo Jti11N. 16" BEDDING b Z S. PARAGRAPH DI SEPARATIaI WATER f. SEVER L.ItES. Na N-,Bae,/s-. z� NOTE W% N O. 68 STONE o ' Q ' o r, o r• ., FORD N4 1A2-" , NM WY-ae ,/� H vP f a v , fi, , Q W N0. 1AZ-77 3s• MN. OOPPERii1FJt (PLACO) ON •10Nq H .-r Ct r .h E SE � ii OR APPROM EQUAL , ,,,� zo- wwoo 3, 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE �► k �� QE OR APPROVEDLU oa,AL SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. B" N M. m � 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE ''� $ a a UTILITIES CROSSING A WATER OR SEWER EASElENT SHOULD BE AT o` "E'Ot EXTENDED OR NON -EXTENDED BASES. a a o Sox To TWRIGI* OF WAY. 4? MMMo� 81110K AS r 3. ALL JOINTS, UFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT. o ;_ =�, o &MMM EQUAL °RTYPICAL MANHOLE SEC-TlON \ �___• - TYPICAL SERVICE LATERAL INSTALLATION SHOWING BRANCH TIE-IN TYPICAL MANHOLE FRAME&COVERUTILITY LOCATIONS &EASEMENT WIDTHS NTS NTS --- NTS FIG. W-6 FIG. S -I -A Effective ADDED FEB. 1e, 20011August 18, 2005- FIGS 1-0 _ NTS - - - FIG. V-1 TD -19 TD -4 TD -1 TD -12 TD -17 FRA, - & COVCK. r}Ertl ,�F:rA HI, Li LA -J(_-' •A• LJ SIL__ _ `S k A; CpS- IJ P-.&'-[ 'la P;CCAST R111.1FOR CC Cr C;CTC ;B R Q -'_L tQAJA_ GENERAL WATER & SEWER E 14 1/4' TH= J20P C:?N'.=C TF :HA I FFF 12 31C 12 11r CONDITIONS BLASTING NOTES Rivanna Water & Sewer Authority (RWSA) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE General Water & Sanitary Sewer Notes (March 2008) 6' rnax THE CONTRACTOR W/LL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS f f `y`n• ti �r FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHORITIES lip, vZ U _f IN- AT THE START OF THE WORK. HAVING JURISDIC77ON AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Z THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT ::)NF. OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING THE WORK: Q Authority on January 15, 1998, except as modified below or modified in Special Notes. NECESSAR/L Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROX/MA TEL Y CORRECT. THE 2• ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERN/NG CONSTRUCTION SAFETY SHALL BE ADHERED 2 TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE All construction materials and methods of construction must be approved by RWSArior to the start of work. A reconstruction conference with RWSA is required nor to the start of work. p p q p 04 APPROVED EOU 6" OF IMIC and/dr K= T0,1NOWASE DEPIN TO 2e. CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS CONTRACTOR AND/OR DEVELOPER. 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-700 1). J. NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ED177ON OF THE GENERAL J. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE BLAS77NG SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT 5 ) All work is subject to the inspection and acceptance b RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be J Pe P Y g y ALBEMARLE COUNTY SERVICE AUTHORITY TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF U77LI TY LINES conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA 77ONAL GEODE77C SURVEY. "MISS T TO THE BLASI7NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. ADJACENT 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. 5. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYING UTILITY" (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS71NG OPERATIONS. 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE 5. BLAS77NG ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL verification of the location size and depth of all existing utilities both surface and subsurface. The Contractor shall immediate) notify the Engineer of an discrepancies between the plans and Y fY g Y P LATERALS, AND WATER LINES, ETC. 6. WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE F AN EITY S WHENEVER BLASTING WILL BE UNDERTAKEN /N 7NE VICINITY OF AN EXISTING UTILITY /T SHALL ONLY field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be g 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF repaired by the Contractor to the original condition at no additional cost to the Owner. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 7HE VALVE BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF 77 -IE CONTRACTOR. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. No grading or filling shall be permitted in the RWSA DURING A FUTURE EXTENSION OF THE LINE. easement unless permitted otherwise by RWSA in writing. 9. ALL COMMERICIAL BUILDINGS WLL BE REQUIRED TO HAVE A BACKFLOW PREVEN7ER 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any stricture, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. FRA, - & COVCK. r}Ertl ,�F:rA HI, Li LA -J(_-' •A• LJ SIL__ _ `S k A; CpS- IJ P-.&'-[ 'la P;CCAST R111.1FOR CC Cr C;CTC ;B R Q -'_L tQAJA_ P,: 01, II FI 5F, HA 14F 11-F `.' , ILL= LL;I�°-E1:1 I�.I? A A4CYJIH ' ♦ 10\ :!I I•::Yr HFIVSFI,N A NI- & ia. FI :INF H••'• 12- 17 D s , p . • �" --,)k •`.F _A ;CCT PIS IN VANI OLE CCt CD= ms Wl- 1+, 58 `,-.0:\ C NOIF": 1 --.'F-NNl iF TIN:, I-' S :N rF(:..i <_,jF\ .•-I?F VIhIL'„1S+ :\L1 I 11 �- Lr•E ::ALL'' DET RV.NED @" '-° Z01.SI,LTA'•.- --E z,G1_ CO3.1;I-I0N_. 2 Til: C. ---ULTANT "HALL D_ -=;h11\: YyI ICTI I_ MA1.11 NV LC'z, `, '.__ : VE F.Itt:U.G :Ili N'J' `: LNG_.) JAS -5. AL_ Jr I\TS _F- HO -ES'. N_:-'• "J _:TS : :: S:A_C_ & rR* J -C _) I`• S CC .-.`D OJT. d. iP-C Al -IIA I r,,r CIV -'•1 F,?=-IJTRA,...fir 0',I !71-%Y- .5 ltI - IFFP ')P -c. TYPICAL MANHOLE WITH DROP CONNECTION r•_.tS I C GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL all 4 B- INITIAL BACKrILL Mt 6' BEDDING #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCIK AND THEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF #68 STONE. FOUNDATION IN PJD9R• SOIL UNDER -CUT CONUIIION {� INITIAL BACKFILL UNSTABLE r e• r t MIN STONE 068 STONE 6 STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WTHIN 24" OF THE WATER LINES. 2.N0 ROCKS LARGER THAN 8' IN ANY DIMCNSION 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 NTS FIG. W-2 TD -13 un NOTCH E 14 1/4' TH= J20P C:?N'.=C TF :HA I FFF 12 31C 12 11r FAO WATER• ' -A<T I F I:zOW -, PF (f-.[ ASS 51) i NO.. 6S STONE L' PIC -:F LL -C 1', t' L YLiS AN -1 6' rnax �.O•. f f `y`n• ti �r ..1. lip, vZ U _f IN- s 113' J L,.0<:F LL -_C ')Til SEL _r E! C It•ro If*" MAY II V Pre SLOT ::)NF. 4'� Q NQ'I�S: (1) UNPAVED AREAS AIN ..'AIN, 6" "*ItNPO.N OR APMOVEI) "4IL (Z) PAVED AREAS (ALTERNATE {:EIGAV*MD CAST IRON 91M.AM and TAYLOR H9, 6015•-B 04 APPROVED EOU 6" OF IMIC and/dr K= T0,1NOWASE DEPIN TO 2e. +IIJA' 1M - T I+.:: ?IIT FI? '\C:F AC r0'i:, 1A. 1 1Or J IN CT ti P,: 01, II FI 5F, HA 14F 11-F `.' , ILL= LL;I�°-E1:1 I�.I? A A4CYJIH ' ♦ 10\ :!I I•::Yr HFIVSFI,N A NI- & ia. FI :INF H••'• 12- 17 D s , p . • �" --,)k •`.F _A ;CCT PIS IN VANI OLE CCt CD= ms Wl- 1+, 58 `,-.0:\ C NOIF": 1 --.'F-NNl iF TIN:, I-' S :N rF(:..i <_,jF\ .•-I?F VIhIL'„1S+ :\L1 I 11 �- Lr•E ::ALL'' DET RV.NED @" '-° Z01.SI,LTA'•.- --E z,G1_ CO3.1;I-I0N_. 2 Til: C. ---ULTANT "HALL D_ -=;h11\: YyI ICTI I_ MA1.11 NV LC'z, `, '.__ : VE F.Itt:U.G :Ili N'J' `: LNG_.) JAS -5. AL_ Jr I\TS _F- HO -ES'. N_:-'• "J _:TS : :: S:A_C_ & rR* J -C _) I`• S CC .-.`D OJT. d. iP-C Al -IIA I r,,r CIV -'•1 F,?=-IJTRA,...fir 0',I !71-%Y- .5 ltI - IFFP ')P -c. TYPICAL MANHOLE WITH DROP CONNECTION r•_.tS I C GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL all 4 B- INITIAL BACKrILL Mt 6' BEDDING #68 STONE * STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCIK AND THEN COMPACT THE SOIL OR PROVIDE A 4' BEDDING OF #68 STONE. FOUNDATION IN PJD9R• SOIL UNDER -CUT CONUIIION {� INITIAL BACKFILL UNSTABLE r e• r t MIN STONE 068 STONE 6 STABLE SOIL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WTHIN 24" OF THE WATER LINES. 2.N0 ROCKS LARGER THAN 8' IN ANY DIMCNSION 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 NTS FIG. W-2 TD -13 SEWER SERVICE LAT'ERAI. CONNECTf* NOTES 1. Wi#!1E A 3ENIER Smog L+ATER& `t.CFIA e" -TTY. A MAt11 W AND NI MO Q INVE1tT TOPA fl�VtiF 1ERi Pi $HALL .. AT 4EA I f1:2' :tIM►fRR. RYAN. t &VATM OF Tf1E T#IE i3OW T .PIS&' Ecei--ECM 2 %W tJ►fERA1,8 .TAMS INTO AN EI681M4 MAu aoNNEa LI,SNip A PIPE SAME AS MANUf . Oft AN APPItr;IkNEb V4AL 3AMMWMt GRADE FOR ` SEM" s t+6N "TI0I!19J11LL BE 2TC (1f!' PER FOOT) +,ALL SEWER LATERALS SHALL HAVE A MINIMUM DMAMETIA OF 4`'. 2' MW 5.ALL SEINER LATRALS S'HAL,L HAVE A MINIMUM OOVLR. Or 3 ':FEET. MAIN FINISHED GRWND SES G LINE WYE -TEE PLAN ...2x11-1- 2 4 M1#tRKER;. PM END "QF BERVIOE I.ATI;FlI1L t TYI�CAL SEWER $ERVICEL LATERAL CO,NNEVnON N.T.S. FIC. S•-2 MATERIAL ANY un NOTCH E 14 1/4' FMKOMENT 12 31C 12 11r FAO WATER• ' CAST4ROk LID 16" MITCTCR sox NO.. 6S STONE o c 6' rnax �.O•. f f `y`n• ti �r ..1. lip, vZ U �N s 113' J CL , 6" ECN II V Pre SLOT BROOKS (2 PLACES) 2200 ram NQ'I�S: (1) UNPAVED AREAS (PREFERM, LO.CJIIIiIM): PLASTIC 0OAIAS 2200 SERIES V47H 6" "*ItNPO.N OR APMOVEI) "4IL (Z) PAVED AREAS (ALTERNATE {:EIGAV*MD CAST IRON 91M.AM and TAYLOR H9, 6015•-B 04 APPROVED EOU 6" OF IMIC and/dr K= T0,1NOWASE DEPIN TO 2e. (3) FOR TOUCH READ MEIER$ A 1-3/'-C DIAMETER H • ISW.4UM IN W UD. TYPICAL METER 80ES (5/8►>_�,� METERS)` NTS FIG. W-7 SEWER SERVICE LAT'ERAI. CONNECTf* NOTES 1. Wi#!1E A 3ENIER Smog L+ATER& `t.CFIA e" -TTY. A MAt11 W AND NI MO Q INVE1tT TOPA fl�VtiF 1ERi Pi $HALL .. AT 4EA I f1:2' :tIM►fRR. RYAN. t &VATM OF Tf1E T#IE i3OW T .PIS&' Ecei--ECM 2 %W tJ►fERA1,8 .TAMS INTO AN EI681M4 MAu aoNNEa LI,SNip A PIPE SAME AS MANUf . Oft AN APPItr;IkNEb V4AL 3AMMWMt GRADE FOR ` SEM" s t+6N "TI0I!19J11LL BE 2TC (1f!' PER FOOT) +,ALL SEWER LATERALS SHALL HAVE A MINIMUM DMAMETIA OF 4`'. 2' MW 5.ALL SEINER LATRALS S'HAL,L HAVE A MINIMUM OOVLR. Or 3 ':FEET. MAIN FINISHED GRWND SES G LINE WYE -TEE PLAN ...2x11-1- 2 4 M1#tRKER;. PM END "QF BERVIOE I.ATI;FlI1L t TYI�CAL SEWER $ERVICEL LATERAL CO,NNEVnON N.T.S. FIC. S•-2 MATERIAL ANY NOTE 1.:0, MCUTS IN PAVED AREAS W!" MOSTiNO V0.OT RIGHT"OF-WAY SMALL BE' 8A� 9114 ELY WITH 'NI 21A 2 FOR aUG'TtLE IRON PIPE THE BOTTOM Of .THE TRENCH SHAU BE SCRAPED AND t MPAC16. AND ALL ST4NIM RI DVEb tN;i A 4" I)1NG OF NO. 68 STONE' $14rkLL BE PROVIDED' 3.'WHERI: ROCK IS, ENCOUNTERED PIPE SMALL .9E INSTALLED ON A MINIMUM 6" sewNc oFF SIO. se STwrL - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIM, 5- T 0� SCOTT R. COLLINS'Z O �-, ,U Lic. No. 035791 r� �0 4� r� L9O*� 1\ M z M (V CL8 0 CL I 0. WN = OSIRIS v w N ISS-Soll N W O a Q,1 0 � =z Uo� Z W 0 Z w LU =Z vW `v z J`ao ~ Q _0 ,- L9 a F T W o ., C C Q 3 m C C Q O z iL U U 0 O 3 CLe W O O C � x U=m X v I E o v 3 ww Z C W Z` W v w� Z 5 c UJ L J = O 0 O J 0 W L. 0 w w ao z 0_ a� p,_� > c 75.0 w m O c v 00 m r m m E - - NTIAL BACKFILL* E 8"MIN (6" UFi'S) FMKOMENT • THOROUGHLY COMPACTED BY HAND OR APPROVED S PI 1GUNE4 t1AECHANICAL TAMPM - HAtiNCIlING NO.. 6S STONE o c 6' rnax �.O•. e min O OUNI3A7 (SHALL BE NOTE 1.:0, MCUTS IN PAVED AREAS W!" MOSTiNO V0.OT RIGHT"OF-WAY SMALL BE' 8A� 9114 ELY WITH 'NI 21A 2 FOR aUG'TtLE IRON PIPE THE BOTTOM Of .THE TRENCH SHAU BE SCRAPED AND t MPAC16. AND ALL ST4NIM RI DVEb tN;i A 4" I)1NG OF NO. 68 STONE' $14rkLL BE PROVIDED' 3.'WHERI: ROCK IS, ENCOUNTERED PIPE SMALL .9E INSTALLED ON A MINIMUM 6" sewNc oFF SIO. se STwrL - TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIM, 5- T 0� SCOTT R. COLLINS'Z O �-, ,U Lic. No. 035791 r� �0 4� r� L9O*� 1\ M z M (V CL8 0 CL I 0. WN = OSIRIS v w N ISS-Soll N W O a Q,1 0 � =z Uo� Z W 0 Z w LU =Z vW `v z J`ao ~ Q _0 ,- L9 a F T W o ., C C Q 3 m C C Q O z iL U U 0 O 3 CLe W O O C � x U=m X v I E o v 3 ww Z C W Z` W v w� Z 5 c UJ L J = O 0 O J 0 W L. 0 w w ao z 0_ a� p,_� > c 75.0 w m O c v 00 m r m m E - c • 0 SHEET NO. a o S-3 T E w 0- � bv o c w �.O•. r O w vZ U Ce N CL m di > ° .y SCALE o N/A c • 0 SHEET NO. a o S-3 T BEGIN 10" D.I.F 18"x10" TAP 10" TA EX. 18" D.I.P. WATEF COORDINATE TAI S 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+0022+25 NATERUNE OFF ��,T ��j SCOT R. COLLINSZ Lic. No. 035791 -1- k to ('� I 01 w� "WS NALI S A z 0 zU W 0 O z O Hr� W sY W H Q D rl M z m N d- C q 0 a L CL (V W ° W 0 � `o m Woc c� ou �u w LUw =:2 ° 4 0-437 ( f � Q LU •s E p � o LU w LL— F-4 0 F—ce C ' 3 a L.L. � 0 Z < Z �lo - U 1 a W0- 0 U 0 os c1 G ` Ul ir o w W =` J W Z F/+YI W Z s 2 W � V1 Z ` FF ----11 J s O p s U s W d It w a( w z CL -1 0 w ; ~� U • � N 1 O O I OI 00 Cl a V\�/ C 1 Cm I C W U F � I w.2 2 v OOH. N 0 J rlf SCALE ° v. AS NOTED c SHEET NO. a d R-1 430 4" 22.5' I 4" D.I.P. WATERUNE 6"x4" TEE - 4" GATE VALVE 420 STORM STRUCTURE S11- ` I SAN M.H. 14-1 410 400 395 cn LOW PT STA: 1+25.00 o IGH PT STA: 0+16.91 O IGH PT ELEV: 427.35 + PVI STA: 0+41.91 o PVI ELEV. 426.85 Q K: 6.25 v~i LVC: 50.00 > 0�0 LO 0OM OM o +�04 +* K:1 Qom +� +� mm < U> wirmm > wW uJ� 00 U> U> cn LOW PT STA: 1+25.00 o F MINIMUM 0 r00 PVI STA 1+00.00 o 3:: W W LVC: 50.00 ELE :421.04 uj PVI vi co w M O N U> K:1 .50 +� +� mm •-+� +� wQ LVC: 0.00 uJ� W W (ri U (ri U U> U> O > m > W � vi m w o �o� LIJ J_ F- z �- 3 0 I- Ki N 0 N vi - _2. 0°!0 0+ + W w Q > lw � m > A L TO BE INSTALLED LIFTS (MAX.) AT 95' MPACTION 1" WATER LATERAL-/ SERVING LOT 28 )RM STRUCTURE S34- 1 " WATER LA 1" WATER LATERAL SERVING LOT 27 4" 45' NOT: OBSERVE MINIMUM 0 r00 12" T ALL WA R CROSSIN S JJ O O r00 O r� �N 00 � W W LVC: 50.00 N O uj O vi co w M O N U> U>± o 0 a0i +� +� mm •-+� +� wQ w N M WU- W W (ri U (ri U U> U> O > m > W m 0p w w > 0+00 0+50 1+00 4" D.I.P. WATERLINE A BLOW -OFF ",,,�WATER LATERAL 6VING LOT 26 m O O PVI ELEV: 483.94 W O O c0 00 � 00 W LVC: 50.00 LVC: 50.00 "t�+ M 1+50 2+00 2+25 STONEWATER COURT PRIVATE ROAD DESIGN SPEED = 25 MPH .J S28 LOW PT STA: 2+34.31 LOW PT ELEV: 480.15 PVI STA: 2+30.13 PVI ELEV: 479.99 HIGH PT STA: 2+88.17 HIGH PT STA: 1+12.50 K: 4.17 HIGH PT ELEV: 480.06 HIGH PT ELEV: 483.82 LVC: 25.00 PVI STA: 3+13.17 PVI STA: 1+31.41 rn o, M It PVI ELEV: 479.56 PVI ELEV: 483.94 W � W N K: 36.06 K:10.98 r� 00 � 00 W LVC: 50.00 LVC: 50.00 "t�+ M �+ °° ca � N w M O N U> U>± o 0 a0i +� +� mm •-+� +� wQ w N M W W (ri U (ri U U> U> O > m > W m 0p w w > vi m w o UL + N Q ¢U) 3" 490 z z O N J LO m O FW- co `-W T Q O _ W z m c w e_% co �- _-�N.t- t0.56% 0.5 % i cn cn a 4, 00 ? 3 3' MIN. 480 COVER 2• 8" WATERLINE END 4" D.I.P. WATERUNE FILL TO B 90' BEND 2' LIFTS TYPE A BLOW OFF 99, COMPAC11 m M 1 9, u COW Lo z_ tor'00 STORM STRUCTURE -,,-'o> to 470 S44 z z? z 10"X10" TEE END 1C 8" PVC o> > TYPE A BLOW -OFF 10 PU 77.33 LF 01.61% z z z 10"x10" TEE STA. 2+52.83 MH -11 - MH -12 GR( 10"x6" TEE VSTORM STRU( 6"X4" REDUCER S23 4" GATE VALVE 460 STA. 2+52.83 455 Lq � N . N m � M O O� �� 00w 0000 0000 0000 00M 00r- co W6- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 STONEWATER LANE PRIVATE ROAD DESIGN SPEED---- = 25 MPH __j 4+00 4+50 5+00 5+25 E INSTALLED IN MAX.) AT 95' DN " D.I.P. WATERLINE JG -IN TO EXISTING iUND AT 3:1 SLOPE :TORE or T op SCO +R.COLLINS I Lic. No. 035791 ,a 1'SII�NA`L E�� 5 Lu o `L Go 0 CL 3 a T G v -v v L Cl c O 41 v a c (n4) Lu 0 0 J 3 L0LL- 0 U ^ 0 Li. a v o� Q� oc oC 0 v E �'0 c v O z W w z 0 z w (n z J O U 0 a 0 a O � � 0 00 C SCALE AS SHOWN o SHEET NO. a 0 R-2 0 E FJ- v �j F v 0 0 a W o 0 a0i a, SCALE AS SHOWN o SHEET NO. a 0 R-2 • N �I M d" Q i 0-n0 C 'r "Ti STONEWATER TOVVNHOMES GENERAL NOTES 1. OWNER & DEVELOPER: RIO ROAD HOLDINGS, L.L.C. CORPORATE ADDRESS: 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS.- 590 DDRESS.590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE. • 434-987-1631 E—MAIL: Scott@collins—engineering.com CONTACT: MR. SCOTT COLLINS 3. TAX MAP NO: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT, DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT; DEED BOOK 160 PG 107 PLAT 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS: FRONT: 25 FEET MINIMUM SIDE. • 15 FEET MINIMUM (10 FEET ALLOWED SUBJECT TO FIRE MARSHALL APPROVAL) BACK. 20 FEET MINIMUM 7. DENSI TY- TOWNHOUSE YTOWNHOUSE UNITS PROPOSED W77H 7HIS PLAN: 0.78 AC. OVERALL STONEWATER DEVELOPMENT' 48 UNITS (INCLUDING 14 TOWNHOUSES CONTAINED IN THIS SITE PLAN) 13.01 AC. (INCLUDES 0.78 AC. INCLUDED IN THIS SITE PLAN) DENSIT): 3.664 DUA 8. UTILITIES. COUNTY SEWER — AVAILABLE ON SITE COUNTY WATER — AVAILABLE ON SITE 9. SUBDIVISION STREETS. • CURB & GUTTER 10. ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SEC 77ON 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT. TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLAT, D.B. 454, PG 654 PLAT CURRENT USE: RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WTD TH RIGHT OF WAY 11. DA T UlM AND BENCHMARK REFERENCE.- BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY' KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT: 35 FEET 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE. 8900 sq. ft. = 0.20 AC 14.EACH OUTDOOR LUMINAIRE EQUIPPED WI7H A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL—CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDEN77AL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE. NO LUMINARIES PLANNED FOR THIS PROJECT SHALL EXCEED THE 3,000 LUMEN LIGHT. THERE ARE ALSO NO PROPOSED STREET LIGHTS 15. THE PLANTING OF STREET TREES THROUGHOUT STONEWATER SUBDIVISION SA77SFIES THE LANDSCAPE REQUIREMENTS FOR THE PROJECT. 16. APPROVED PEDESTRIAN PATHWAY SHOWN ON OVERALL STONEWATER SUBDIVISION MEETS THE RECREA77ONAL AREA REQUIREMENTS FOR THIS TOWNHOUSE SITE PLAN. I Z PARKING: REQUIRED PARKING. 14 UNITS X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 PRO WDED PARKING. 28 DRIVEWAY SPACES + 4 SPACES (STONEWATER DRIVE) 18.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA77ON OR ELEVA 77ON IS DIFFERENT FROM 7HA T SHOWN ON PLANS, IF ]HERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON 7HE PLANS 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAU770NS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 20.N0 FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21. THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH THE SUBDIVISION PLATS HAVE BEEN APPROVED (SUB -2007-00077 AND WPO -2007-00045 RESPEC71VELY). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. 22.ALL U77LI77ES SHOWN SHALL BE DEDICATED TO PUBLIC USE, Revision Index Rev. I Date Description of Revision (all changes listed) Sheets Revised 0 8/11/08 ORIGINAL PLAN SUBMISSION ALL 1 D6/08/09 RESUBMITTAL OF EXPIRED SITE PLAN ALL 1 07/13/09 REVISED PER SRC COMMENTS ALL CURB TOTAL NUMBER OF SHEETS CLEARING LTM/ TS CURB & GUTTER '� — — — PROPOSED PAVEMENT -iir- VDOT STANDARD STOP SIGN EC -3A DITCH 200 EXIS77NG CONTOUR s» SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOT 18 / LOT 17 \\ LOT 19 LOT 20 LOT 16 LOT 15 LOT 21 XOT 14 / LOT 22\\ LOT 25 / I / - LOT 23 LOT 1\ i " `.� LOT 25 LOT '12 LOT 24------ / GO LOT 11 LOT 27 / j LOT 10 P \ POSED 4 LOT 28 \ REZO ALE LOT 9 �OT 29 ,/ \ \ LOT 8 ` % LO0//T3 31 LIMITS OF THI LOT 7 ; F % �A SITE PLAN S \ y 32 I S SLOT 6 \ F� / /LOT i \LOT 33 \ , j` L 0 T 5 \ SLOT 34 / �LOTT 4 / �,P .10 3 /j LOT 3 LOT 2 / y1 �9 \�LOT1 °„' �0 YA 100 S1 UT N 2 � CURRENT OWNER/DEVELOPER RIO ROAD HOLDINIGS, L.L.C. 1900 ARLINGTOM BLVD. CHARLOTTESVILLE, VIIRGINIA 22903 PROJECT ENIGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.29:3.3719 VICINITY ASAP SCALE: 1" = 1500' SOP - xoll - o(Doys ;ew PgL V6 nn�eS ROAD LEGEND EXISTING CUL VERT. •••y•., EARTH DITCH COVER CULVERT EXISTING CONDITIONS AND DEMOLITION PLAN DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. SITE PLAN DETAILS S-3 UTILITY DETAILS DP -1 PROFILES BENCH MARK LANDSCAPE PLAN CURB TOTAL NUMBER OF SHEETS CLEARING LTM/ TS CURB & GUTTER '� — — — PROPOSED PAVEMENT -iir- VDOT STANDARD STOP SIGN EC -3A DITCH 200 EXIS77NG CONTOUR s» DEPTH OF EC -3:.. 01 TCH 200 PROPOSED CONTOUR 0 EC -2 DITCH 240.55 — PROPOSED SPOT ELEVA 77ON f 78C DEN07ES TOP/BACK OF CURB g» DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE PLAN S-2 SITE PLAN DETAILS S-3 UTILITY DETAILS DP -1 PROFILES LL -1 LANDSCAPE PLAN 7 TOTAL NUMBER OF SHEETS DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION 9 5 �! SCOT COLLINS Lic. No. 035791 LU \ \ \ F- ao M 0 0 0 U w JOB NO. 072006 SHEET NO. T-1 z O Yl U z z o a- 0 zw t:o V) N z in F- LU o H N � � m O m X W En W zo LL- W- � J Q a F- W a_ F - Q � D z M Uj i w w LU \ \ \ F- ao M 0 0 0 U w JOB NO. 072006 SHEET NO. T-1 LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANC/ES OCCUR 774E REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI774 714E APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 07HER CONSTRUCT70N. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.-1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, R/P-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES a UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine Beading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade sail CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatment$ will be field verified at the time of construction Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is .subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by V DOT for public roads. 12. VDOT standard CD- 1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a VDOT or County inspector present ROAD NOTES GRADIN 1. THE LATEST EDI TION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN 7HE MATERIAL AND C0NS7RUC770N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MA 7ERIAL IS ENCOUN7ERED IN 774E ROADWAY, IT SHALL BE REMOVED FROM 774E EN77RE ROAD RIGHT OF WAY WID7H AND REPLACED WHERE NECESSARY WI7H SUITABLE MA 7ERIAL TO 774E SA 77SFAC77ON OF 774E ENGINEER. J. ALL GROW7H OF 7REES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBS7RUCT SIGHT DISTANCES AT ROAD IN 7ERSEC 77ONS SHALL BE REMOVED. 4. ALL VEGETA TION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONS7RUC770N OF 774E SUBGRADE• PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMI T7E'D PRIOR TO THE PLACEMENT OF THE AGGREGA 7E BASE MA 7ERIAL. IF 7HE SSV VALUES ARE LESS 7HAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7E'MPLA 7F AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 774E MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGA 7E BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE /S BEGINNING AT 774E COMPLE77ON OF 7HE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE' SPREADER IS REQUIRED WHEN PLACING AGGREGA 7E BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLATE-, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED W/7N/N THE RIGHT OF WAY. ONLY THOSE S7RUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPOR TA 77ON MAY BE LOCA 7ED WITHIN THE STREETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATF ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT - 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR U0 -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE: J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG774 AND HAVE A MINIMUM DIAMETER OF FIF7EEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH 774E VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICA 77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EX7END TO A POINT DEEMED AS NATURAL WA7ER COURSE. 10' MULTI-PURPOSE TRAIL 2" PAVED SURFACE `- 6" 21-A STONE BASE MUL TI -PURPOSE TRAIL NO SCALE (VARIABLE W/D TH 4 " CONC. (3000 PSI A T 28 DA Y, OR STONGER) "'- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE S X D NOTE 1 ' TSHW TO BE BEVELED H WITM1 MORTAR --�-- r . � ' _ ' - ~ DO NOT BEVEL INVERT - b R-Ttr D I F�W7_7 .... .... .. .. . .. . . . . . EW-LIA S. HEADWALL sB€_BEVELED N ALL AREAS BEXCEPT MINIERE A CONFLICT WITH INVERTu�r� EW-, E.-- L-- ENDWALL FOR ELLIPTICAL PIPE i----�-"i NOTES: WASTER OF PIPE CULVERTT 1 ,WOl1LDYPROTRUOE DABO�TSLIIO ULDLNE IN 740 �91ULLL TOPEIpIMALl g BEVEL VRT (WHEREQUIRED THEFLOW T THE THE HEADWALL AT INLET END OF THE PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOUIDER M" 15'• 7.HEAOWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. 3, A LOCAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET S. ON SHALLOW TOPILS WHERE E�SLLS BSE TCON�STLLESS BELOW RIMSHOLEL LD THE OR2. Lo OF THE ROAD. 4. THIS STMDARD TO BE USED WITH STRAW CROSSINGS AND ALL SKEWS a-11" (0-T0 45•). a• N" CHAMFER MAY 6E PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. S. HEADWALL sB€_BEVELED N ALL AREAS BEXCEPT MINIERE A CONFLICT WITH INVERTu�r� EW-, EW -1A ENDWALL FOR CIRCULAR( PIPE ENDWALL FOR ELLIPTICAL PIPE - Traffic Generation Summary WASTER OF PIPE CULVERTT Use SIZE OF ELLIPTICA. PIPE CULVERT (SPAN x RNFJ 0 * 0 0 0 Q::*Q**9 M" 15'• 16" 2r on 24" 2r at 31r 33" on 3r A 0'-6" a -a" a-9" a-11" r-0" - 17 0 a -Ir r -r r-3" r-6" I r-9" 2'-a' C r-4" r-7" r-9" 7-2" r-6" 2'-9" D 1'-0" T-3" 1'-S" r -r 2'-r 31-0" F a-6" 01-8" a-6" a-9" a-9" a-9" H r-3" 2'-11" 3--2" 3'-9" 4'-31- 41-9- L 4'-0" 5'-0- 6'-a' W -O" V-0" 12'-0" o a -Ole a -1y." 01-2•- 3'-3" X-7" 0' -3V. - r a -r a -t/4" 01-11/:~ 00-2" a -2V:" a-3" B'-6" 9'-2" CUBIC YARDS OF CONCRETeE TO' -TT" 7.111 COW. PIPEI 0.2411 0.492 10.897 1 1.318 11 L067 2.947 CALM 1 0.257 1 0.521 10.739 1 tXB 2.196 3.145 EW -1A SPMIOATION SiTAWARD ENDWALL FOR PIPE CULVERTS 10 12"-36" CRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 VTRONNA DEPARTMENT OF TRANSPORTATION 101.07 CG -a0 A-Wq WIDTH OF EMMANCE ed EXPANSION JOINT 5 s K CR ,ALK SPACE JI EXPNAM JOINT MITRA(CE GUTTER ilEDSPACE FLOW LINE TM OF GUTTER ENTRANCE WIDTH WIDTH mpg" W OWN" JOINT Sm MINIMUM 121 EDGE OF PAVEMENT 11 A _*J HALF - PLAN *0% TO 1019 CHAMPE P FACE OF CURB 6 .2vw-4--llEWAN9 WWZ 14ORMAL GTRTER 1 12x MIAx.LTL.aPE --. - -• JJ ►• T1 . ►. ( i. ' ► s' - .s . s. - - • CLASS A3 *LE.S.) CONC. 4-0. THIN I"^wDENTRTMJ !INCE '-O" Wk LIMITS OF LIMITS EST O N ]L. -A - - 8TMM _ ±'soil -48 dor -� 4 IM(• PEDESTRIAN ACCESS ROUTE DETAIL WDITIONAL OF PEDESTRIAN A [ Y RaOUT�E�MMNIF Q L p0 EXISTING OR PROPOSED VDOT RIGHT -OF W DETAL TO RE USED Brink THE COMBINED WIDTH OF UNPAVED SPACE AM SIDEWALK SPACE B LESS THAN r. A=C10. STABLE. FNIYFIRMS MePRO3LPA TTA11T ►. • s. ' AS CT ,YL EBLE LppNTS e. FA BE iPPROACIEDEENTERED s. • e. s. USED BY PEDESTRWIL ... .. . LIF F PEDESTRIAN ACCESS ROUTES 0 ARE BED PROVIDED. A 910" 4• TRAVERSABLEION WIDTH S SECTB-B REQUIRED WITH A MAX. 2X CR06S SLOPE. WHEN USED N COMLOCIM WITH STAAARD g0i0-3�OR 7 FACE 0N lli4 illE MOINiAelf) TQ_-INTCNI ►, ►. iron . `. SECTION C -C - iYPE'Tift 21B FOR CURB MO GUTTER ONLY NF APONT OF GRACE CHANGE s a s• FOR 9BUILTLK CST s, •►. •S, * z 12 X MAXTWN INCREASE N SLOPE AT IMiMIM 1a INTERVALS • • . .:�:� �• SECTION MA z z z 3 X MNOMJM DECREASE N SLOPE FOR FIRST 10' INTERVAL AND a X MALA m DECIEASE FOR succum 0 MNRNAI D' NTERvALs SECTION D -D PIN a STANDARD ENTRANCE GUTTER VIRMA DEPANT110IT OF TRMRT iSPOATLON an 203.03 Table 4: Pavement Design (VDOT Pavement Design Guided �- - - ENDWALL FOR ELLIPTICAL PIPE - Traffic Generation Summary ao 0 oeooLso Use SIZE OF ELLIPTICA. PIPE CULVERT (SPAN x RNFJ 0 * 0 0 0 Q::*Q**9 + e 23"x14" 30"xW 34"x22" 36"x24" 4r•x27" 45"x29" 49"x32" 53"0411 A (Y-18" 0'-9" W-10" 01-71" CP -""r-0" 5 11-0" r-0'• B r-2" r-5" r-6" r-6" r-9" 1r-10" T-17' r -v, C r-6" r-11" 2--r' 2'-4- 2'-5" 2'-7" 2'-B" 2'-9" 0 V-2" r -r' T_V. 2'-0" T-3" 2'-S" 2'-B~ 2'-10" F a-6" 01-6" W-9" W -W, a-9" 0'-9" a-9" 0'-y.. H 2'-10" 3'-3" X-7" X-9" 4'-0- 4'-2- 4'-5" 4'-7- L V-5" r-2" B'-6" 9'-2" 1D'-2" TO' -TT" 7.111 W -TI" S r -1r' 2'-6" 2'-10" 3'-2" Y-64 3'-9" W -r' 4'-S" 6 0.- .. 0•.g/A" a-3Ve 1 a-4--04" 0.6 11.74 a-5" a-51/2" D a-2- a -2V2" a-04" 1 0'-3" (Y-31/2- W-04'-4- " 0 a -4*" 3 1.6 21A CUBIC YARDS OF CONCRETE 0.6 11.14 STONEWATERDRIVE tersection with Rio Road) COW -WE 0.802 0.1153 1.236 1 1.300 1 1.611 2.101 1 2.SrJ 1 2.601 SPMIOATION SiTAWARD ENDWALL FOR PIPE CULVERTS 10 12"-36" CRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES 302 VTRONNA DEPARTMENT OF TRANSPORTATION 101.07 CG -a0 A-Wq WIDTH OF EMMANCE ed EXPANSION JOINT 5 s K CR ,ALK SPACE JI EXPNAM JOINT MITRA(CE GUTTER ilEDSPACE FLOW LINE TM OF GUTTER ENTRANCE WIDTH WIDTH mpg" W OWN" JOINT Sm MINIMUM 121 EDGE OF PAVEMENT 11 A _*J HALF - PLAN *0% TO 1019 CHAMPE P FACE OF CURB 6 .2vw-4--llEWAN9 WWZ 14ORMAL GTRTER 1 12x MIAx.LTL.aPE --. - -• JJ ►• T1 . ►. ( i. ' ► s' - .s . s. - - • CLASS A3 *LE.S.) CONC. 4-0. THIN I"^wDENTRTMJ !INCE '-O" Wk LIMITS OF LIMITS EST O N ]L. -A - - 8TMM _ ±'soil -48 dor -� 4 IM(• PEDESTRIAN ACCESS ROUTE DETAIL WDITIONAL OF PEDESTRIAN A [ Y RaOUT�E�MMNIF Q L p0 EXISTING OR PROPOSED VDOT RIGHT -OF W DETAL TO RE USED Brink THE COMBINED WIDTH OF UNPAVED SPACE AM SIDEWALK SPACE B LESS THAN r. A=C10. STABLE. FNIYFIRMS MePRO3LPA TTA11T ►. • s. ' AS CT ,YL EBLE LppNTS e. FA BE iPPROACIEDEENTERED s. • e. s. USED BY PEDESTRWIL ... .. . LIF F PEDESTRIAN ACCESS ROUTES 0 ARE BED PROVIDED. A 910" 4• TRAVERSABLEION WIDTH S SECTB-B REQUIRED WITH A MAX. 2X CR06S SLOPE. WHEN USED N COMLOCIM WITH STAAARD g0i0-3�OR 7 FACE 0N lli4 illE MOINiAelf) TQ_-INTCNI ►, ►. iron . `. SECTION C -C - iYPE'Tift 21B FOR CURB MO GUTTER ONLY NF APONT OF GRACE CHANGE s a s• FOR 9BUILTLK CST s, •►. •S, * z 12 X MAXTWN INCREASE N SLOPE AT IMiMIM 1a INTERVALS • • . .:�:� �• SECTION MA z z z 3 X MNOMJM DECREASE N SLOPE FOR FIRST 10' INTERVAL AND a X MALA m DECIEASE FOR succum 0 MNRNAI D' NTERvALs SECTION D -D PIN a STANDARD ENTRANCE GUTTER VIRMA DEPANT110IT OF TRMRT iSPOATLON an 203.03 Table 4: Pavement Design (VDOT Pavement Design Guided �- - - fACC4Z4- . __ TRAWATEO OW - Traffic Generation Summary ao 0 oeooLso Use Num. Units, SF 0 * 0 0 0 Q::*Q**9 + e 0 4 0 0 0 0 0 0 0 0 0 0 0 single fain. Residential 34 SF + 50 NF rsoo0o+yoL:Ob00Q 633 u 0 0 0 0 0 0 0 000000 single faro Residential 34 10 340 I 0000000 000000 single faro. Residential 5 10 TAANStI51 € OW IJP IIU�� I Pavement Design CG -1.2 DETECTABLE WARNING SURFACE 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 RF= 1.0 ,47,q, WIRIPPA DSA DAW OF TRROWATt N PRiWATE i 120 100/0 12 26 155 280 28r40 Location ADT HCV Design ADT CBR SSV Dr Surface 6 a Buse b a Sub -base h a Dp STONEWATER DRIVE 340 0 340 4 4 11.00 Isni9.5 2 1.67 bda5 3 1.6 21A 6 0.6 11.74 STONEWATER LANE 293 0 293 4 4 10.49 sm9.5 2 1.67 brIh25 3 1.6 21A 6 0.6 11.74 STONEWATER COURT 50 0 50 4 4 4.33 sn-9.5 2 1.67 bm325 3 1.6 21A 5 0.6 11.14 STONEWATERDRIVE tersection with Rio Road) 633 0 633 4 4 13.17 sm9.5 2 1.67 bm325 4 1.6 21A 8 0.6 14.54 Road Lane laprovements sml 2.5 1.5 1.67 bnW5 16 1.6 21B 8 10.6 16.91 iml 9a 2 11.67 bdJ25 14 11.6 121A 8 10.6 114.54 2" R p Cr' NOTES= t THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB i GUTTER HAVING A RADIUS OF 300 FEET OR LESS CALONG FACE OF CURB! SHALL BE PAD FOR AS RADIAL COUBMT04 CLIMB i 4-F WITH 4•g KITH Si DRAMIAOE LAYER. TFE BOTTOM TFE GARB AND GUTTER. BE CONSTRUCTED PARALLEL TO THE SLID SUBBASE CONTUSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF 00-6 S BASED ON ROADWAY CLASSIFICATION AND I � SPEED AS SHOWN Of THE VDOT ROAD DESMANUAlAPPEMCIX A I g 7- e o 0 o e AT TIE 6PTION 5 %PWRACTOR t0S COMBINATION 6" CURB & GUTTER 502 VNOINA OVARTIENT Of TRANSPORTATION CENERAI" DOTES: L INE OMC'1A M WJAM Ni !PKL D PROM= IN VOICA790 W41JL KXC 2. TW1r� , t Tw 1iAL r t �T[CT'I&L RAGR W GY Ufi PE1tl66BLE OWWWAT.A111 AM WH MOWN D BMI6. 4L R Tp 91NLL BC �p A"4. B BMP RDOR.:10'BIEi1N 6Y►f&' %& 1Y fY��lAf1A" IL 0JW r =M :0 ouTTFA St.GRE /RMIR1N10A6 Nrt ro GLI@ RAIDS ABR OADUA 1► N PAwSNn f1011 DAA r % a QUFTER. AT P 1k By E LLOCOM OBOD VEHICLE 6T6P E it i9yArEpE�7Tyy ,RUT R4SM A mums 4L IIM�At ANN A 46 T'lir 411 Ti um 14• W= MUBTM #ALL B[ ��T THE BOTTOM OF THE CUB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUDBASE COURSES PROVIDED A 1NN11AA1 OEM OF r' 0 WNTANED. INSERTABLE SHEET A59 �0 ru► �1 'f'Mw " �P1AiWTTiMM Al XX ,tdw 4 too Of *M TYPE C PARALLEL & PERPENOICULAR 201.03 Table 3: Traffic Generation Summary - �- - - fACC4Z4- . __ TRAWATEO OW - Traffic Generation Summary ao 0 oeooLso Use Num. Units, SF 0 * 0 0 0 Q::*Q**9 + e 0 4 0 0 0 0 0 0 0 0 0 0 0 single fain. Residential 34 SF + 50 NF rsoo0o+yoL:Ob00Q 633 u 0 0 0 0 0 0 0 000000 single faro Residential 34 10 340 VDOT Sub. Strt Req. page 10, sec. 24 VAC 30-90-130 B.1 0000000 000000 single faro. Residential 5 10 TAANStI51 € OW IJP IIU�� VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 B.l DETECT E VM.AURMNOS II AIL CG -1.2 DETECTABLE WARNING SURFACE 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 TAS GENERAL NOTES Table 1 - VDOT Sub. Str. Reg. ,47,q, WIRIPPA DSA DAW OF TRROWATt N PRiWATE 20 Table 3: Traffic Generation Summary - �- - - -------_I -- --- - ----- ------ - Traffic Generation Summary Location Use Num. Units, SF ADT/unit ADT Source Stonewater Drive -intersection of Rio Road and Stonwater Drive single fain. Residential 34 SF + 50 NF l OADT + 5.86 ADT 633 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 Stonewater Drive -intersection of Stonewater Lane and Stonwater Drive single faro Residential 34 10 340 VDOT Sub. Strt Req. page 10, sec. 24 VAC 30-90-130 B.1 Stonewater Court single faro. Residential 5 10 50 VDOT Sub. StrL Req. page 10, sec. 24 VAC 30-90-130 B.l Stonewater Lane multi -family 50 5.86 293 VDOT Sub. Strt. Req. page 10, sec. 24 VAC 30-90-130 B.1 13 Table 1 - VDOT Sub. Str. Reg. STONEWATER LANE PRiWATE 20 120 100/0 12 26 155 280 28r40 ITat;le 5: Street Design - - �- - - -------_I -- --- - ----- ------ ---- - - Street Design Data Street Pubic or Private Mahatenance Design Speed mph Min. CL radius ft. Max. Grade Mn. K crest Min. K sag Min. Stopping Sight Dist. Ft. Min. Int. Sight Dist. Ft. Mn. travelwa y width ft. Min. ROW width Min. shoulder width Sources for Standards STONEWATER DRIVE PUBBLIC 25 200 100/0 12 26 155 280 28 40 13 Table 1 - VDOT Sub. Str. Reg. STONEWATER LANE PRiWATE 20 120 100/0 12 26 155 280 28r40 3 Table 1 - VDOT Sub. Str. Reg. STONEWATER COURT PUBILIC 25 200 10% 12 26 155 280 C 4 0 3 Table 1 - VDOT Sub. Str. Reg. 8: S-2 „ L 3 128 f'T TH 0�� SCOT COLLINS'Z Lic. No. 035791 4�, �SSIONAL E��l Z O O~. U Z" w Oz z O E■�1 U) U) CIC LU W V J 0 - 6 C '0C W + W U• t Ce 4 SCALE ' N/A C 4 0 SHEET NO. a 8: S-2 „ L 3 NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) MLLE THREADS WHICH IS THE LOCAL STANDARD. QOR APPROVED EQUAL 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270*) 7 CU. FT. 8" ALVE BO GRAVEL r �• 6' GATE 36'MIN , .� . VALVE �. .. � . ••' TEE 2500 P.S.I. CONCRETE BASE AND THRUST ;' `• ;r y �►, ,..� BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING 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 ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 I" COMPRESSION x 3/4' MICE WE COUPLOG OR APPROVED EQUAL O, 1" TYPE 'r Rivanna Water & Sewer Authority (RWSA) 0 COPPERFOR 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE W17H ALL APPLICABLE USE ON ATTAC IED SNME FAMILY b w FEDERAL, ST47F, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF 7HE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE RESIOonL& SERVICER OR DUAL RE90ENTIAL All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORRK. AND INSQATION SERVICES.-wx Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STATE, AND LOCAL REGULA 77ONS GOVERNING C0NS7RUC770N SAFETY SHALL BE ADHEERED 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. FRAME do COVER 4��SOFr The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). No EAIED MUM (SEE FIG. S-I-D,E) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. DUAL SERVICE 5) W 14E LJ 1" CO►pRES910N x 3/4" MALE PPE COUPLING � � M ^• 6) OR APPROVED EQUAL Y TYPE "r 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the SOFT COPPER SITREET SURFACE OR NION-PAVED AREA WRITTEN PERM/SSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 01 �� £$ o'�` as FOR USE ON DETACHED NX LE FAMLY BDONE WITH DIRECT BLL ASTING OPERA710NS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8) RESIDENW& SERVICE WHERE AN 111MOAIION METER N NOT PROVIDED. SINGLE SERVICE t No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast c=Yi -- �- i) SAM M SHALL W USED ON PVC PPL a in addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. F CAST IRON LID INS= GRADE Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 1C-1 SROM 2200 3ERt8 KK 19TH am COURM or REQUIRED) 11-W MAX Oft APPROYED EQUAL N DaDM AREAS MUELLER N06 N -190N � LOCK�O 0. 1/2. 2') CALL 12) NN-15006 NO. LOR-44 PDrID NOL caPPE�nErlEx (PLACta 011 slab \ OORR ISR YED EQUAL�I� MODONAID 20-209 1 1111 33 Trees are not permitted in the RWSA easement. OR APPROVED EQUAL 4' STONE / W" AS REDDI110-/ TION sTaP (t". 1 1/r. 27 FORD N0. F-900. OR N440M 0II9 TYPICAL SERVICE LATERAL INSTALLATION TD -17 GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CON7RACTOR WILL BE RESPONSIBLE FOR NO77FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCA T70N OF EXIS77NG U77LI77ES ACROSS THE LINE OF 7HE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. 7HE CONTRACTOR SHALL ON HIS OWN IN177A TI VE LOCA TF ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY Wl77-1 THE CURRENT ED177ON OF THE GENERAL WATER AND SEWER CONSTRUC77ON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVAT70NS SHOWN IN NA77ONAL GEODE77C SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FWNG "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 7HE TOP OF PIPE, OVER 77,1E CEN7FRL/NE OF PIPE. 77-I/S INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA 7FRALS, AND WA 7ER 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 RES7RAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7ER FR .'14: R.= SC: F9- <-RC:- >.JR -ACC OP. =Vrr) APrA J 7 _0• Kk V[J1_J COA LJ SIL__ _:^5 -J' V. AX s CAS- N P -ACE ' ptkCCrtjT FCINFOP.CCC: C ti;ETC ► o TH= jr::.P 4'HA 1 IAF il!'"TI F I:zNJ n PF (s"1 A3 ia) A : L' t FLLLI,,c'L.~L� lll� FAIhI C AC .F LL_C WTI I SCC-_ C_>:! +.0 114 Q '+1111 !ki 10 )II I h1=-\ :F :YIf ?ilFl. +CCS*:• IA. I-i?1A It•1_CT 0 A ILL: EU It':'tlil I li A >NCY?)H ;A\S I Q\ :)I 1',Oi P-.FI:YFFN G NI- .t Til., FI 'IFF ",H'. F?- r'Ri9v GCG ? _ z .1F _A:iCE T G1 IN MANI OLE tN0I F:�: F:d?II•!;, 1-C'PL�; �Frt,l�-:+t\ S YA;, ?NF MINW- J AN? S -'.II i- �!`E Z - CALL" :PET_R:v. HED @ --E L0.1_ 2 TIT= CC1 •?ULTANT it It LL D:-: 41.1 V.ANI I0LL S "- AVE _;,Itr.L V '.ili N)\-=.` tNG_J_ 3A.._a. _ AL_ Jr l TS -F- 110_0. IJ_: ,, CIJ _:T`s I`S DC C C=•JT. 4. ;f -C At 1. Sl-?-RA-ICA% 01A I R.r CIO• -A FO=-NTRA%.:".r 0%I F•4'- Zt 'eJ - 'If -FP .. TYPICAL IIVANHOLE WITH DROP CONNECTION re. I c NTS FIG. W-6 BLASTING NOTES Rivanna Water & Sewer Authority (RWSA) 0 General Water & Sanitary Sewer Notes (March 2008) 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE W17H ALL APPLICABLE p b w FEDERAL, ST47F, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF 7HE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORRK. v U• 0 Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STATE, AND LOCAL REGULA 77ONS GOVERNING C0NS7RUC770N SAFETY SHALL BE ADHEERED 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. FRAME do COVER 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). CONTRACTOR AND/OR DEVELOPER. 3. PRECAU77ONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO (SEE FIG. S-I-D,E) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. BLAS77NG SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT 5) W 14E LJ m � � M ^• 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS77NG OPERATIONS. 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the 5. BLAS77NG ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL SITREET SURFACE OR NION-PAVED AREA WRITTEN PERM/SSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. `"' �� £$ o'�` as repaired by the Contractor to the original condition at no additional cost to the Owner. BDONE WITH DIRECT BLL ASTING OPERA710NS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise b RWSA in writing.No or fillip shall be permitted in the RWSA y ��mg g easement unless permitted otherwise by RWSA in writing. SLOPED AREAvia 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast c=Yi -- �- v a in addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. dUNC7K)N BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT 8E LOCATED WRHIN THE RIGHT OF WAY. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling 11-W MAX and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. "WEDG-LOK" TYPE RUBBER COATED STEEL 5 Z STEPS OR APPROVEDkn N EQUAL CAST IN PLACE .3 -0" MIN E W gg ma W 1 PRECAST REINFORCEDhem �, < E 5 �S $ CA a CONCRETE SECTIONS . MIN 12" "O" s :. \ _z WATER SEVER RING SEALS 16" MAX i E -� I MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0` m nc E FROM INLET TO OUTLET SHALL BE 0.20 FEET. E%, v LpGpTMN OF OTHER 1.113UTDES: crams, El TRIC, TELEPIOIE. cAe1 E, ETO * CONCRETE DEPTH OF FLOW 1 FILLETS VARIES "�'� co n`'' CHANNEL TO BE vg -L.. 3/4 DIAMETER OF .., CONTRIBUTING ""- -- • s a •� � 2" --"-`� -� 1r_ ��lL EASEMENT VIDTHSI WATER OR SEVER ONLY - 20' MINIMUM WATER & SEVER 30' HtNIIMIDI A FILLETED INVERT OR A SMOOTH � ' � O_T �"�" - 0 TRANSITION OF FLOW BETWEEN INLET dt OUTLET PIPE SHALL BE F PROVIDED. NTN.. 6" BEDDING a SEE Parr 3, PARAC>tiAPH Di SEPAiU1T1Di OF WATER L SEVER LIFES. NOTE W/ N0. 68 STONE o� �, s^ c~i 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIIMUM AND SHALL BE ~ en d � - 0 $ E -0 . 4 LU `� SPECIFICALLY DETERMINED BY THE CONSULTANT FFOR THE SOIL CONDITIONS. -•t.11g �' �" �"°; a 2. THE CONSULTANT WILL DETERMINE WETHER MANH(CUS SHALL HAVE "II a o I. i i° 61 A,°" LL UTILITIES CROSSING A WATER OR SEVER EASEMENT M" BE AT 90' TU THE R104T OF WAY. EXTENDED OR NON -EXTENDED BASES. P 3. ALL JOINTS. UFT HOLES, INLETS, OUTLETS TO BE: SEALED do GROUTED X e ;2 ° INSIDE AND OUT. o ��` -� �`, �� 0 _ TYPICAL MANHOLE SECTION Al SHOWING BRANCH TIE: -IN TYPICAL MANHOLE FRAME & � COVER _ UTILITY LOCATIONS & EASEMENT WIDTHS NTS NTS LITS FIG. S -I -A Effective August. 18, 2005- FIGS I_ -D FIG. V-1 - TO -4 6 TD -1 TD -12 BLASTING NOTES Rivanna Water & Sewer Authority (RWSA) 0 General Water & Sanitary Sewer Notes (March 2008) 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE W17H ALL APPLICABLE p b w FEDERAL, ST47F, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF 7HE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORRK. v U• 0 Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STATE, AND LOCAL REGULA 77ONS GOVERNING C0NS7RUC770N SAFETY SHALL BE ADHEERED 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. TO AND ANY VIOLA 77ON OF SUCH REGULA 77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF /THE 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). CONTRACTOR AND/OR DEVELOPER. 3. PRECAU77ONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. BLAS77NG SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be TO ANY OTHER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF U77LITY LINES conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. ADJACENT TO 7HE BLAS77NG AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS77NG OPERATIONS. 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the 5. BLAS77NG ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and WRITTEN PERM/SSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN /N THE WCIN/TY OF AN EXIS77NG UTIL/TY, IT SHALL ONLY "ONSITE" SUPERVISION OF THE AUTHOR/TY. ANY DAMAGE AS A RESULT OF repaired by the Contractor to the original condition at no additional cost to the Owner. BDONE WITH DIRECT BLL ASTING OPERA710NS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise b RWSA in writing.No or fillip shall be permitted in the RWSA y ��mg g easement unless permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10) in addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL ago g. INITIAL BACOILL Elf MIN. 6' BEDDING 868 STONE • STABLE SOIL ROCK • SCRAPE THE BOTTOMf OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROC( AND THEN COMPACT THE SDR. OR PRONDE A 4' BEDDING OF 1(68 STONE. FOUNDATION IN POOR- SOIL UNDER -CUT CONDI ZION INITIAL BACKFILL t UNSTABLE r r SOIL #68 STONE STONE STABLE SOIL OR ROCK NOTE r 1. NO ROCKS SHALL BE ALLOWED WITHIN 24' OF TIRE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 1THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWCO IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT W ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -13 7 PIPE SWT (2 PLACES) COVER UFT NOTCH 123/80 WATER CAST IRON UD 16" METIER BOX 6" EXTENSION BROOKS 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LIPPA110N): PLASTIC BROOKS 2200 SERIES WITH 6' EXTENSION OR APPROVED C%!AL. (2) PAVED AREAS (AL-MRNAVE LOICA'%* CAST IRON DW-04AMt and TAYLOR No. 6015-8 OR APPROVED EQUAISE 6" OF':$Ilpl(ood/or BL=, TO INICREASE DEFTTH Til 24". (3) FOR TOUCH READ METERS A t'-4fW MAMETER HOLE- IS REQUIRED IN THE LID: TYPICAL METER 8LOXES �5/�8"-," METERS) NTS Fac. W-7 SEWER "SERVICE LATERAL CONNECTIQN NINES 1. WHM A NW. SERVICE LATERAL. QTS 10 A MAM W, ILKA01'�CTi#Q-6914FALLBEKAT'"J�TROARH1405" 1"M THE •F�D OMM ATIDN OF THE THE lO>113T ft CONNECTED 2 R LA7ER�Ls .T,APPEO INTO AN E'!II$11 y� 8E, (1�1RI M USING A PPE SADDLE AS #1�� Ar. OR• 4 004M EQUAL 3 D FGR ,SEWER SiRV1iiE C7I0I!1 SHALL BE 2110/4" 4.AU. SEW t, 47RALS SHALL HAVE A MINWUM 9�. 3.IALL , MAFR 4AT0tAt$ SHAD HAVE A MINIMUM .0W -7 r7- OF 3 • FEIr1; I MAIN SALT ED TREATED FINISHED OWND 2 x .4 MARKER �e TYPICAL SEWERI.$ERVICELATERAL CQNNECTION EMBEDMENT SP1#6PYONEE NO. 68 STONE REMAIN/ BACKFILL ��{{�,I,�, PINIMAIL.SACKFILL* T.'-AIN RID 'CIC M1/l%IAL _MIN AN 6" IN ANY 24 I DIMENSION On AIN (6" LIFTS) « THMMOHLY CtyMRACTEO BY HAND. OR AP1 tE.D M00AN#'CAL TAMPER HAUN*IING max OUNDAMON (0IAL.L 13E REtRI~D WMM` SOL nA►iL11'MfL4Q wpr. I IlUCT&CM C. NOTE OPEN: OUTS IN PAVEII AREAS Wt'MIN EMSTING WOOT R04T-0F WAY SHALL BE 8A ENTRELY WITH Na. 21A STONE; 2 FOR DTI. IRON PIPE THE BOTTOM OF THE TREN04 SHALL BE SCRAPED ANB 0WAC14). AND ALL S1`ONES R•EMr?VEt! 1* ' A 4" UDMIG OF NQ: f 8 SIbOt '94AU. BE PROVIDEQ 3 Roe K, IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 6EMNC OF NO, 68 STONE' TYPICAL 'SEWER PIPE INSTALLATiCN IN TRENCH NTS F16. S�3_ SCOTT . COLLINS2,' Lic. No. 035791 ,2� Sl I E1� _ ONAL _ z 0 E U) W Z" In w 0 z z O W LU H 0 i n d1 M Mz Z� N W 0 a r CL W N � 0 W F- N F� � m N W0c oLL LL �2 w Wv7 4 `v2 J N �c o Q -C o w F_ m [...4 = LU o. L t L9 Q ; a C-' a c { z Z0 '0 U { �./ 1--1 :,ft0 O W ami , x = „t UoI F C� o• I E i DC C2 Ul0 ; w W W Z' W I W • z �-- Z W z• J I _J I O U o� W �, Jw o0 >' w zCL0. 7 U F- 0 X: w o (ri 0 00 V 03 - c• SHEET NO. 1 a S-3 0 WU• J p b w P ID $. 0 d w v U• 0 SCALE N/A C:0, Ol C v SHEET NO. 1 a S-3 1 �4-80-- 46 - T 0 SCOTT R. COLL _ZINS' Lic. No. 0 5791 I: -71 cl�4 %` IONAL EAG Ll cc z I I -/�- - \ - I \ \ \� `\�� \ \\ zU < W I \ £. V OI \\ \ M---"-- M M---- \ \ \ O 0 I- I I - 11 1 _ _ M- M M -- M MT \ \ \d >LLI O Z -.-- W -7w - W W -W -r W W W - W -- yy - W W W I , f I ,1 J� M M M \\ \ --- I W i'y w L LI _ \ I LLJ - - -- --- - - - - b 1 61 CL C3 WLL U I - - - ---- - _ - - -- --z o - _ _ I -- -- - -�- - _ f� a LJ I - - - - - - -- - - --- -- - Lk�ai C: Cz �-nDW �TD� �fnD ►Di Z �-iT>Z\�\ P-4 .-. I W r [A ,i rn 11 D C � to > U) DD �T�tA �m� 11 Z �►Tt� n Z u �c�ol-j 1 c�o�1=► �� w w C -I n o -t a co \��I o0 00 oo co to W cn �AO�D� N� �I��N� �j�� CnN ON ?C3i�TITI \ n 1,00 A :1 tern Co �1rn o d,rnT �oTT o \ I \ 00 cfl P a7 cs7 rn oo U) ao ' U) a �V% -- ----- I /� 1 00 - Cn �l � OD N 0o Cn U) -n U) -n ' N ' 00 1S0 -n r 1 3 --nit- co S o o o T o w -n i D\ r W rn D D -n r W -n 7�\D -n r'6Cio S bo U) � � corn rn cD r\\ 0 0 rn 11 n c\ nDD rn u u c nDD fn u u c -1) �D I \ \ O\ w n_ -z rnN�c uN-' n u n^) unn o w r r - z m c '� z rfl c ...i O a 0D0 -�- \ll_ z po �- a N-�Z Aon_ / n W'Z r _ EX TING EES N cn -I o - oo rn rn f, o - oo A Cn p w i� - \ W \ \ 0 00 0)- 0) cnNow 0ocn�-I CnooU, 00N000 -I I I r_ I r r I O \ O I o� \ o AIN � ►� Cn N 4 CD cn oo 0 , o � (n cn cc eco rn O -I W W \ cr\ I 0 0 -4 o -n m o to cn o m -n o � m I i \ I --1 o \ CA) 100 �► \ � J \ \ -n �t \ o -n -n I \ I N t0 D 0 Q r O O 0 O I I Q_--- a o L9 ° 2 ° d1 \ \ N Q CL 52*OC 52 WL C,4 palla-4 \ _ _ - ----- -- -\� WV \ \ y \ - _ 18" 18" WL \- r \ cam` �s o c / ' < % c OHE,T - - \ - //- - - - - �- - ---- R=1 700. 00 1 ray T� (TRUNK \, -- - _ �\ �► \ -7049'41 ° ,, o �, �� ` S 45°20'38' W --� L=1 59 . 54 _, S 4/' 49 41/ S 47 49 41 w\\ 4,5 2�-� W 124.68 \\I�L\ 42,58' - ,w.a W \ \ \ \ \ \ \ \ \ - OHE,T,TV (TRUNK) l Z 1` u PHIC _ \ - - 20 0 10 20 4 80 - \ \ \0 - - - - - - N,T,N (TRUNK) j _ M o �:u-+ 0 " L9 .4 W a- m ` - - \ M - LLJ 3 ; IN FEET \\ I C V) 1 5 I - 1 inch = 20 )ft. � � � � � r-- \ 1992 3.35 O V'^ I c� PLANTING SHRUBS: faudynf 1Rreo+uie ►..� V i v CL P l a n t L I S t GENERAL LANDSCAPE REQUIREMENTS: 12. EXCAVATE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS 1'°�`��-robeplaecd.onlatldetapcl� ,�/ ! 1 SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL (F1ar�wk,pR1F1-3AB-tt1-297f°reonplekspecitiaMiolpF) i -LI ` ' D F ROOTS AND 3" 41 ' TABLE 335-A ORGANIC h#U1A;Ii MATERIALS AND APPLICATION RATES PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) OR CONTAINERS, OR 1 -0 WIDER THAN SPREA 0 DEEPER THAN REQUIRED FOR POSITIONING AT PROPER HEIGHT. 1. v. o' MM LwS' NOTES: WORK. LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING ❑ "rrsamisepnerL 1% - 2 tams Common Name Caliper Size COmrrlents 1O -YR Total 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANTS. BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO ELIMINATE MOIDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS ❑ t.imitaorcdeatiog(oneeidedciplioeatusntohelered); ❑ fw,uyi,m.nlLypgaiflsnhsWirsFinanR matter. Must be anchored. Abb. Seierrtific Name CANOPY: Quantify Canopy PLANT. FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND GERMED AT EDGES ❑ cordeamngearegatirirryaa.e.neD,ssruatl,; winter cover) Z . W or by hand 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS "AMERICAN OF EXCAVATION. APPLY 2" MULCH OF PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH. pl•,,,a,b;,,Tusoau,>xy„�,y�r„S,ra. Do not use as mulch fur CANOPYTREES 1500 lbs. SHOWN OR SCHEDULED, CONFORMING TO ANSI Z60.1 winter cover or during hot, Z• htKk = O 21/2" Strortgcentralleader 535 7 3,745 STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 13. PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE MORE THAN 13 All base Inbesn"dsWIbemadaedwithprint orribbon ataheight cleadgviaiMemeroipmentgwa ". slurry. UA Ulrnus americana AmerieanElm 4 - 6 tons 185 - 275 lbs. NATURAL SHAPE, THIN OUT STRUCTURE AND REMOVE NOT ❑ Vof°1°ams' b`1�"'m�' � b'a'b`">a'nq'°acannagipxwa�tbyaCawuytnrp wc. r m Le Legacy Sugar Maple AS Acer U ' 21/2 " strong central leader 195 4 780 4. FURNISH BALLED AND BURLAPPED (B&B) SHRUBS, EXCEPT CONTAINER -GROWN PLANTS MAY BE FURNISHED IF INDICATED SIZE IS 15% OF BRANCHES. 3. use in line turf areas. Apply saccha gacy' BELOW LIMIT ESTABLISHED IN ANSI Z60.1. PLANTING GROUND COVER: 13'1 roe fIrwary And protection raessum shall be wisped with the contmetnr an site. x: 0W m UNDERSTORY TREES 130 4 520 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR 14. TILL SOIL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT 4. Free of coarse matter. Air- AG Amelanchier x Grandiflora'Mum Brilliance Autumn Brilliance Serviceberry]6'-7- rr>u�i-Stem INTEGRAL PEAT POTS. BEEN STRIPPED. Cl totwwyd.meal.xa}fisWirRslllunndwnngunfa,nunniiimrnalerialainduttinpta,il shall toutsd}>,nmilleelxilhinl)telbipliKso}a�w 00 nitrogen pei ton. Do not 0. C ��, use in fine turf areas. Apply SHRUBS 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE 15. LOOSEN( DE TO DEPTH 4" IN AREAS WHERE TOPSOIL $ N Ilex Red' Winter Red Winterbe 24" ht 41 13 533 PERIOD AND UNTIL FINAL ACCEPTANCE. TO HAS BEEN STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT STRIPPED, INDICATED. p �u�rt.vicsMnhrilrn>talndye►1hc�lnv►u�bcsavat Free of coarse matter. Air - verflcillata'Winter i 5 578 7, WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS OTHERWCSE Shredded tud areas. Apply with YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY6. RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND 16. SPACE PLANTS 2'-0" APART BOTH WAYS, EXCEPT AS OTHERWISE TO FOR SPREADING OF IXK nxcnrslpr Nituxltrithib 1061bd0fthadrtp6naartrct1LEIbeIONIC& ❑ Rar mulch blower, chip handler, - -- --------- - --- UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT INDICATED. DIG HOLES LARGE ENOUGH ALLOW ROOTS. COIMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE z. '1'otdcl►7mtlalc should be used, apply at a minimum rate of 2000 lbs./m or 451bs./T000 sti. ft.. OPTIMUM PLANTING TIME. SLIGHTLY DISHED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" ❑'feodamataielasLrllastba�FONdtrithinlM)f°otoftlx:dripdiu°oPtmxtobssa�md. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR OTHER RECOGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING t pnrerlbeFwrcln: AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING; PLANT FOLIAGE ABOVE MULCH. inpergraitnditdtydullbepmMwMbyfamiag. 13Treatobers uxdwiddii 1)f4aofaprcgxwedbwlda,a ❑ FauiinztahrGbainpinGcmlaLrUboioiprtslr®daysJbynCuuarYlagradurPajuttaccumara°tiiro 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING, PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, PROVIDE PRIOTECTIVE COVER FOR SEVERAL DAYS. 9. T*�w TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PLANTED. MIX PEAT HUMUS (FS VFbcatbe�ecmalcvclmuslbetaeeaaarumathrdttpltw+°fatmtobeer`F'do`me`vellaLuRb°pgc"adocimd,uc�wuu°4cadeYil (3PARTICULAR PLANT MATERIAL TO BE LANDSCAPE MAINTENANCE: wb®aatartcappece,d Q -P-166) WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. WHICH HAS NOT BEEN DAYS Ilk TreeWaee FOR BAST OF QUANTITY, ASSUME TOPSOIL 18• MAINTAIN LANDSCAPE WORK FOR A PERIOD OF 60 STRIPPED IS 4" IN DEPTH. IMMEDIATELY FOLLOWING COMPLETE INSTALLATION OF EACH MAJOR ❑ When dugrowtdlawlraotbelmWendwithinthedriplineatneerobesaraa.atoeewaltalmllheprcwided and awotnrconndemis CATEGORY OF WORK. INCLUDE WATERING, WEEDING, CULTIVATING, wbminedfor afIlm -nl: 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM 11. COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% RATE OF INSECTS ANID DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS NEEDED TO ENSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE ❑ �°largetE'shall �t1A'�m`1� "f°1`ami`nitis AW bo do= the agwilldoof hmn pc Bide a pec" POTASH) COMMERCIAL FERTILIZER, APPLIED AND MIXED AT ytranchirants. wxlaralarpetrceehoNMctsr>.ideradaRanaloernatiteahenitisami«patedthetneauarvtranchiagtri11c1eilrc+ytiader«>rta: exit NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. PLANT MATERIAL 12, 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN ~ stet'enangshallbethelimtitansamatroddnringtheRrcaldeanup. CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS v. THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. ❑ i�alttaaxLruboutawxloceiat°tybyptuaigg,ren+liusicmcuamoraaatwdymcv>maamdcatrysuosrpa+cirtint. CANOPY CALCULATION ROTI: rr 1S THE DEVELOMR'S RESPD��i1MUaV TO CONTSR WTM THE CO�TRAGToRdN mx CO.�ASiRYVAZ3QV R%441 iemr\'1'A. AREA OF TOWNHOUSE LOTS: 0.78 AC 33,795 SF TREE CANOPY REQUIRED (10%): 0.077 AC 3,380 SF °rr"`RSMINAT<:`F `nATn 8 AC 5 578 SF NOTE: AREAS WITH PROPOSED SLOPES TABLE 335-A ORGANIC h#U1A;Ii MATERIALS AND APPLICATION RATES 0 RATES: I- v. o' MM LwS' NOTES: Per Acre Per 1000 sq. ft. Strawor Hay 1% - 2 tams 70 - 90 lbs, Frw from weeds and coarse ° J E: (Minimum 2 Ulc matter. Must be anchored. tong for 0 Spread with mulch blower Uj winter cover) Z . W or by hand Fiber Mulch Minim m 35 lbs. Do not use as mulch fur 1500 lbs. winter cover or during hot, Z O dry periods.' Apply as J j J I o U I, 01 slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" wz° J W lengths. Air-dried. Do not W ~� 0 use in line turf areas. Apply >: U with mulch blower or by x: 0W m hand. Wood C:hgn 4 - 6 ums 185 - 275 llm Free of coarse matter. Air- O 0 U dried. Treat with 12 lbs 00 nitrogen pei ton. Do not 0. C use in fine turf areas. Apply with mulch blower, chip handler, or by hand. Bark Chips 50 - 70 tat. 12 cu. yds. Free of coarse matter. Air - or yds, dried. Do not use in fine Shredded tud areas. Apply with Bark mulch blower, chip handler, or by hand. available mulch during periods when straw When fiber mulch is the unlyail should be used, apply at a minimum rate of 2000 lbs./m or 451bs./T000 sti. ft.. PROPOSED PLANTING CANOPY. 0.12 a GREATER THAN 3:1 SHALL SHAVE Low MAINTENANCE GROUND CONFER OF MULCH. COMM711' (DAM. SEE SPECIFICATIONS, THIS SHEET. Sf1106Pge1eri Source: Va. nswc SHEET NO. F& �� I LL -1 I W � 0 z I- v. o' U..i o� C J I ° J E: a Ulc o V7 0 W Uj ° Z . W 111=20' W i Z CD 1{�1F- Z O J j J I o U I, 01 w L m' wz° J W n CL - W ~� 0 >: U x: 0W m O 0 U O ° 00 0. C SHEET NO. F& �� I LL -1 I N E' LU v. o' m a tu o V7 0 ° SCALE 111=20' c ° SHEET NO. F& �� I LL -1 I STONEWATER TOWNHOMES GENERAL NOTES 1. OWNER & DEVELOPER.- RIO EVELOPER:RIO ROAD HOLDINGS, L.L.C. CORPORATE ADDRESS: 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS: 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE. 434-987-1631 E—MAIL: Scott@collins—engineering.com CONTACT.- MR. SCOTT COLLINS J. TAX MAP N0: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT; DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT DEED BOOK 160 PG 107 PLAT 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WATERSHED: MEADOW CREEK WA TERSHED 6. BUILDING SETBACKS: FRONT.• 25 FEET MINIMUM SIDE.- 15 FEET MINIMUM (10 FEET ALLOWED SUBJECT TO FIRE MARSHALL APPROVAL) BACK: 20 FEET MINIMUM C7.j�ENSITY. USE UNITS PROPOSED WITH THIS PLAN: 0.78 AC. OVERALL STONEWATER DEVELOPMENT - 48 UNITS (INCLUDING 14 TOWNHOUSES CONTAINED IN THIS SITE PLAN) 13.01 AC. (INCLUDES 0.78 AC. INCLUDED IN THIS SITE PLAN) DENSITY: 3.664 DUA 8. UTILITIES: COUNTY SEWER — AVAILABLE ON SITE COUNTY WATER — AVAILABLE ON SITE 9. SUBDIVISION STREETS. CURB & GUTTER 10.ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT TMP 61AI02-02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLAT, D.B. 454, PG. 654 PLAT CURRENT USE: RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DA TUM AND BENCHMARK REFERENCE BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY.• KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT 35 FEET 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: 8900 sq. ft. = 0.20 AC 14 EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INI77AL LUMENS SHALL BE A FULL—CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE/NO LUMINARIES PLANNED FOR THIS PROJECT SHALL EXCEED THE 3,000 LUMEN LIGHT. THERE ARE ALSO NO PROPOSED STREET LIGHTS. 15. THE PLANTING OF STREET TREES THROUGHOUT STONEWATER SUBDIVISION SATISFIES THE LANDSCAPE REQUIREMENTS FOR THE PROJECT. 16. APPROVED PEDESTRIAN PATHWAY SHOWN ON OVERALL STONEWA7ER SUBDIVISION MEETS THE RECREATIONAL, AREA REQUIREMENTS FOR THIS TOWNHOUSE SITE PLAN. V PARKING: ` REQUIRED PARKING: 14 UNITS X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 Nz�PROVIDED PARKING: 28 DRIVEWAY SPACES + 4 SPACES (STONEWATER DRIVE)v` 18.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN7\ AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY /F LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 20.NO FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21. THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH THE SUBDIVISION PLATS HAVE BEEN APPROVED (SUB -2007-00077 AND WPO -2007-00045 RESPECTIVELY). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. ,12.ALL UTILITIES SHOWN SHALL BE DEDICATED TO PUBLIC USE. ( N) t" RevisionIndex Rev. Date Description of Revision (all changes listed) Sheets Revised 0 8/11 08 ORIGINAL PLAN SUBMISSION ALL 1 D6/08/09 RESUBMITTAL OF EXPIRED SITE PLAN ALL 1 07/13/09 REVISED PER SRC COMMENTS ALL NO. TOTAL NUMBER OF SHEETS BENCH MARK z CURB CURB & GUTTER — — — — — CLEARING LIMITS PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN O SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSaN STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293.3719 O VICINITY MAP SCALE: 1" _ 1500' F// n ROADS LEGEND Sheet Title T-1 —_ — EXISTING CULVERT EARTH DITCH SITE PLAN CUL VERT SITE PLAN DETAILS S-3 UTILITY DETAILS DROP INLET & STRUCTURE PROFILES DRI VEWA Y CUL VER T 0 NO. TOTAL NUMBER OF SHEETS BENCH MARK z CURB CURB & GUTTER — — — — — CLEARING LIMITS PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN O EC -3A DITCH "" EXISTING CONTOUR 6" DEPTH OF EC -3A DITCH 20o PROPOSED CONTOUR �_ EC -2 DITCH 24055 PROPOSED SPOT ELEVATION z f— TSC DENOTES TOP/BACK OF CURB 6' DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE PLAN S-2 SITE PLAN DETAILS S-3 UTILITY DETAILS DP -1 PROFILES LL -1 LANDSCAPE PLAN 7 TOTAL NUMBER OF SHEETS ST WF �C: v �ccv C"oPj DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION rs X Th 0;% SCOTT 9. COLLINS Lic. No. 035791 7i .tj 14 \ \ \ w F- - o0 M W r- 0 0 0 J J 0 U Lu 0 U F- LU w C U) JOB NO. 072006 SHEET NO. T-1 z 0 vJ z 0 a O z 0 w �_ U)� z U) o 2 o g m X O w W (n z � 0 ce U) J Q w ~ J Q � � Z m N Ld Lj \ \ \ w F- - o0 M W r- 0 0 0 J J 0 U Lu 0 U F- LU w C U) JOB NO. 072006 SHEET NO. T-1 NOTES m ? ( 10 w \ \ \ \ \ \ \ \ \ \ \ v \ \ \ \ \ \� \ \ \ `\ 1. HORIZONTAL DA IUM: MAGNE77C NORTH 2005. OFG � \ \ \ \ `\ � � 2. VERTICAL DATUM: NAVD-88 \ D z o \ --"\ \ \ \ n \�\� \ BENCHMARK: CITY OF CHARLOTTESVILLE GIS CONTROL MONUMENT STA77ON 135 A BRASS DISK LOCATED OFF m X m - v - \ \ \ \ \ \ m \ \ \ SCO COLLINS'Z \ \ \ \ \ \ \ \ \ PENN PARK ROAD APPROXIMATELY 0.1 MILE EAST OF 77 -IE INTERSECTION WITH RIO ROAD EAST. O C W W D ELEVA710N=468.09' U Lie No. 035791 2. \ \ \ \ C() � (r co � OZ ` \ \ ` \ ro \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "'-+\ J. THE LOCATIONS OF EXISTING UNDERGROUND UTIL177ES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE A%b p�13 vqj�, we v to m - \ o \ \ ` \ \ \ \ 1 \ \ \ \ \ \ \ \ FOLLOWING SOURCES WERE U77LIZED IN DRAFTING THE LOCA77ONS OF UNDERGROUND U71LI77£S: FIELD SURVEYS OF VSs/oNAL N (J1 O O = '� I` _ _ _ _ _ _ - \ \ \ / - _ _ \ \ MARKED LINES AND TOPOGRAPHIC MAPS, AS -BUILT PLANS, AND SITE PLANS PROVIDED BY THE UTILITY COMPANIES �7 O ' v C7 Z D / z _ - - - N w ro\ \ \ `\ `\ NO UNDERGROUND INVESTIGATION OF UTUTIES WAS PERFORMED. 7HE CONTRACTOR SHALL DETERMINE 7H£ EXACT \ \ Im m O D m I m I p \ \ ` \ \ ° \ \ \\ (\ - _ \\ \ \ O` \ \ \ LOCAT70N OF ALL EXIS77NG UTIL177ES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY O 1 \'1 \ \ \ y \ \ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXAC7LY \ C3 � � N OZ = \� \ - - - _ \ ro \ \ ` �� \ \ ` LOCATE AND PRESERVE ANY AND ALL UNOERGOUND LI M171ES Zj +\ N z K m - - - - - _ \ \ \ \ v° \ \ \ \ \ \ \ ��/� \ \ 4. TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY KIRK HUGHES & ASSOCIATES. S17F WAS SURVERYED \ D -0 v 00 O O m A _ - o \ \ \ \� \ \ \ \ \ �G� \ \ IN DECEMBER, 2006. TOPOGRAPHY WAS VERIFIED BY COLLINS ENGINEERING IN OCTOBER, 2002. m -' 0° \ ` \ \ \ \ \ \ ` \. 6 TTHERE ARE NO FLOODPLAIN LIMITS LOCATED WITHIN THE LIMITS OF THIS SITE PLAN. T1 0 ----1 i \ (f) D I �o \ \\ `� �o \ `\ \ �\ `� \ �\ _ AO \ OZ O \\ \ \Orn � EXISTING LANDSCAPING Fj1�SEMENT I \ m� 11 D.B. 323. PG 1 ` -c. \ \\ O % __ ,,Hww C3 Z rD H V Y — _---\ \\ \ \ \\ \\ \\ \\ \ _ W x O z �N - `� - T`�1c ~ - rr V.1 o w U o I z� _ -- -- \ \ VIS (SVS, _ \ \` \\ \ \ D -- Z o N x D 1 CL CONC \ '� ` ` U7 J ~ a A � W W ---z- I� POOL \\ \\ m� o\ \ —�— \ �\ o� m\ — — — — — — — — — — — — — ` ` \ ` \ N c0 CS) - Z W m 00 m m m �-+- o� VGE _ rn `\ UGE p \ \ `\ \\ \\ -� -O a \ \ — — — \ \ p�Q ®k-- 2 --m��✓✓ _- - - - - \ \ \ \� m m m ------ NG STRUCTURE TO E -R€MOVED O m m Z — -1 CO oo� 0 - - ZL �j z p 2 -STORY FRAM�61D \ \\ ` OUT c�qL F� ` DN \\ �G \ 0 �J m Z m \ WITH BASEMENT _ 0. � I \ \ Z \ _ O _ _ L m #580 ',r O'�'/G m fA \ o m o ` \ HOUSE TO'BE REMOVED N ? \\ ROCK OUTCROP \ \ o Ic HOUSE TO CO \ RIVEWAY - - \ \ \ cn nA\ z , _ - a m BE REMOVED N - - x PtO]ECT \ � ` - _ _ Q • w r - = TO R MOVED `•�1 m \ rN - -� - - N ° �_r m lrr uIM \\ 4 \ \ A= O F o c m (IS G TEMPORARY 1 PROD \ \ \ \ \ o\ z \ CONUCAON EASEMI oo \ \ _ ITSol —_--- — \ O Q o0 > » i Lu EXISTING RIO ROA ROW n n v` \ mvLLJ v svv ovv ur O o \ WOOD FCE EN \ \ \\ 1�z D a \\ pU _ \ \\ \ O Z ' 52'00'52' 408.33' 97 \ \ ' ' J Q 9 `\ \ 1i v \ \ \ \ \ — cor o O O a i — _ _ _ --- — --- '—�-- --- — --- — _ — — — — — — — R—I 0 o' \ 18" WL s� — — / — _ — — Ep i 1g" WL \ S < \ < \ 01 i w O \ \ \\ R=1700.00 �/ K ' ------------- -o 38.15' 4 49'41 1.56' \ Fro W 124.68' 42.53 W F� o��Tul RUN) z I a 0 o UTE 631\ (RIO ROAD EAST \ ' - EP I \O� - - - - O OHE,T,TV (TRUNK) cn w' \ \ \ N -- ti - z ` _, \ \ EP X J0. -_ ---- - -- 'T,TV (TRUNK) h O A m N 9 c) W \ OZ �9O CWww LzJ0 0� -0 O O �� 3 r °a m�r ' W vi +�r o m L �0 0o rm Z z W 1 E l = DD \ U 00 0 \ GRAPHIC SCALE II V m I I W O20 0 10 RO 40 80 ti v0 0 1 `1y � a F ➢ 1 �— O [u_ . x \ ( IN FEET I fTl n N N 1 inch = 20 ft. SCALE o w \ -0c 0 1"_201 0 \ � SHEET NO. b_> \?'/ /LEGEND \ \ - - -\ - - 4 / / / SIDEWALK PAVEMENT - �- \=� _ _ / SEE DETAIL SHEET -2 \ „ o NOTE: A SEPARATE OAD PLAN (SUB -2007-77) _ , % , / / / S \ \ �� /\�� \\,,'- - -Oma_ i yID \ AND E&S/ SWM PLAN O- )HAVE mss/, // ,' DRIVEWAY PAVEMENT BEEN APPROVED FOR ROADS AND UTILITIES o / �/ / / / 50 \ �\ o FOR THE OVERALL STONEWATER = / J� �! / '�j DEVELOPMENT. THIS PLAN CONSISTS ONLY `\ ;� / `s o ; C OF THE 14 TOWNHOUSE LOTS ALONG RIO _ L _ ly" ` ' = t / / \ o ROAD EAST. - / ; i/" y,``N �e 4 //i a"BEECH / Q 4' e �., - �I • . �, � � � ,. �- - /� �/ - � , � , - ' /, Vic,- : �.. � , � CA �1 // ` PROPOSED RIGHT-OF-WAY X60 / LOCATED ON I BACK L SIDE OF r/ APPROVED DEWALK ( TYP. -r--\ _ • , : \ _ - -� - - --- TRAIL Y IS AN r / -� / - �- 4 THIS 2 / AMENITY FOR STONEWATER ; � i / / 458 � -� -- �` � �-- - PME N MEETS �/y� � 1 / DEVELO N A ME THE - -- - -.\�� RECREATIONAL EQUIREMENTS FOR C�IN THIS TOWNHOUSE SITE PLAN. g \ �• r MH -12 �/� / p/�� r e� APPROVED WITH 20 STOR'A SEWER - - - - - - OVERALL STONEWATE �r r SUBDIVISION r,. / / 't%� / �Bq��'vi S9 EASEMENT it`l VZ IN /u6l Sl/ / / / / / \ ' w `� _ 3J J - WATER SERVICE" 6 cq 79 �y /2 O%� LATERAL (TYP.) c4y✓T A� ✓y so \ \ \\ SANITARY SEWER F /y 'LiT uBSBsk IN � / x / SERVICE LATERAL / '/ ��,'6, X72 - _ IN\e!, s ! \ /� / / (TYP) 9 B�Gt✓ p2 • _.� / c o e Cor X / \ \ O0� ,9 o O R DRAIN / / / COTT/ Ft. COLLINS'Z Lic. No. 035791 .'a F_CD o x -%N - - j7 - CONC. CG -9D �e / O`' ly�9.9'Ii� 4��0 05� % /' / '%i \ 9. 12 0 0 \ \ � 0 l SHIFT LOCATION OF APPROVED SANITARY E R FACTO ILITIES i FROM PROFILES SHEETtDPA1D N OTHER / \` \ /• \J � r ,\ ,< \ � � i'/ ,�"� / T CHANGES TO APPROVED SANITARY SEWER F CI IES j \ \ \ /` '/ Aq°� 9QST8 p� o • \� / / // ARE PROPOSE / / y �� "' \\�rQ�-��GLiT4�e;S-° S-45 10,2sos O� O" . \ - - - - / _ \ M \ SHIFT LOCATION OF APP R STRUCTURE �j MH -11- o eo / / / S-43. SEE PROFILE SHE DP -1. NO OTHER NO CHANGES TO APPROVED - CTURES ARE / /• /y\ \ N\�\ �01� "\ / �� / PROPOSED. /! . ,/ x " - �, y+ / " r O, % 1 \ / � s ki / c 1\/ / / / PROPOSED SIDEWALK EASEMENT /Lu LOCATED ON BACK SIDE OF' / / \� i / 0:0 c / / / SIDEWALK ( \ \� \\ �� W d1 / \/ /. it".. leY / i i ..'// '. '/ %- ---- _--. / /v �` \� �/ / / / � y`v EXISTING // .../ /' �/ MH -21 v /� `- \ v -LANDSCAPE qN,�.� 4 / m _ , .� / / �� EASEMENT / / % /� / �� \ \� j`. - / / / W Lu 1 � c ,l r /// k �� \ \\ \ UMITS OF THIS PROJECT- CG-9D/ ROJECT �� .0 J�.J < c / o� �� y✓� O� w� oy,3-24Y / _�J, �/ C� S0 N W 0. 'd 6` lC ' l \ /C-1_. — U 1 / / �/ / I L9 I T L a y 3c � a� � _ �'� , � �/ / � \ ' / ,.• / �� / / �/ � F� 8� �� v --LIMITS OF THIS PROJECT' �/- � � ��/ �� /�F / so° s0 X /\ / , �x1/ 16Lu / \ �a1��aaa1ll Aso ss" =0.m oi - _ - ; �i�, ��f ✓ � �-�+ (n a << x �p\ 1/N,// / / / � / ��Y�`SB est, S ss x 17\ T �F°G�As� pj. 0� 0 \ \ /✓ 1 ;', / i�x/ �� \CS'ul <. c Off, me ,i' i\w �'� -HCl \ �` �-+ �100 PVCV) Z i sos� \ ROOF D PROPOSED SIDEWALK EASEMENT LOCCATED ON BACK SIDE OF \ Z / \\ MH- A \ T��`✓2s !p \ a4 /SIDDEWALK (TYP.) �— \F- o I / \ \ F✓ 86, Qsctrsosso yj C� : / j „ \�\\\ ST O Tl uj %.e (ve�� w / UTILITY 20 0 20 40 FEET w EASEMENT .3 SCALE: 1"=20' w r 0 r r v r / EL -- o' NNNN / • J' / V / / \ F_ p o W a v=i y or SCALE N, 111=201 SHEET NO. n N z 0 a V/ W J Z o a C z w o � .w z q w VI cc w `H a / X w W w U N Idi z� Q J N J Q w Q LLJ Zx L > � 0 � o 0 0 w F_CD o x -%N - - j7 - CONC. CG -9D �e / O`' ly�9.9'Ii� 4��0 05� % /' / '%i \ 9. 12 0 0 \ \ � 0 l SHIFT LOCATION OF APPROVED SANITARY E R FACTO ILITIES i FROM PROFILES SHEETtDPA1D N OTHER / \` \ /• \J � r ,\ ,< \ � � i'/ ,�"� / T CHANGES TO APPROVED SANITARY SEWER F CI IES j \ \ \ /` '/ Aq°� 9QST8 p� o • \� / / // ARE PROPOSE / / y �� "' \\�rQ�-��GLiT4�e;S-° S-45 10,2sos O� O" . \ - - - - / _ \ M \ SHIFT LOCATION OF APP R STRUCTURE �j MH -11- o eo / / / S-43. SEE PROFILE SHE DP -1. NO OTHER NO CHANGES TO APPROVED - CTURES ARE / /• /y\ \ N\�\ �01� "\ / �� / PROPOSED. /! . ,/ x " - �, y+ / " r O, % 1 \ / � s ki / c 1\/ / / / PROPOSED SIDEWALK EASEMENT /Lu LOCATED ON BACK SIDE OF' / / \� i / 0:0 c / / / SIDEWALK ( \ \� \\ �� W d1 / \/ /. it".. leY / i i ..'// '. '/ %- ---- _--. / /v �` \� �/ / / / � y`v EXISTING // .../ /' �/ MH -21 v /� `- \ v -LANDSCAPE qN,�.� 4 / m _ , .� / / �� EASEMENT / / % /� / �� \ \� j`. - / / / W Lu 1 � c ,l r /// k �� \ \\ \ UMITS OF THIS PROJECT- CG-9D/ ROJECT �� .0 J�.J < c / o� �� y✓� O� w� oy,3-24Y / _�J, �/ C� S0 N W 0. 'd 6` lC ' l \ /C-1_. — U 1 / / �/ / I L9 I T L a y 3c � a� � _ �'� , � �/ / � \ ' / ,.• / �� / / �/ � F� 8� �� v --LIMITS OF THIS PROJECT' �/- � � ��/ �� /�F / so° s0 X /\ / , �x1/ 16Lu / \ �a1��aaa1ll Aso ss" =0.m oi - _ - ; �i�, ��f ✓ � �-�+ (n a << x �p\ 1/N,// / / / � / ��Y�`SB est, S ss x 17\ T �F°G�As� pj. 0� 0 \ \ /✓ 1 ;', / i�x/ �� \CS'ul <. c Off, me ,i' i\w �'� -HCl \ �` �-+ �100 PVCV) Z i sos� \ ROOF D PROPOSED SIDEWALK EASEMENT LOCCATED ON BACK SIDE OF \ Z / \\ MH- A \ T��`✓2s !p \ a4 /SIDDEWALK (TYP.) �— \F- o I / \ \ F✓ 86, Qsctrsosso yj C� : / j „ \�\\\ ST O Tl uj %.e (ve�� w / UTILITY 20 0 20 40 FEET w EASEMENT .3 SCALE: 1"=20' w r 0 r r v r / EL -- o' NNNN / • J' / V / / \ F_ p o W a v=i y or SCALE N, 111=201 SHEET NO. n N 1. 2. J. 4. 5. 6. 7. 8. 9. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) VIS TMgOH WHICH IS MUELLER CENTURION (A-423) THE LOCAL STANDARD. QOR APPROVED EQUAL LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 7 CU. FT. 8" ALVE BO GRAVEL 36 IN " ' 8" GATE l • • ..� . VALVE ' ' • ' ' TEE 2500 P.S.I. CONCRETE ; ..� • BASE AND THRUST ;''•;:y �.;� '� BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT NTH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING 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 PREVAIUNG 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 ASSEMBLY DETAIL N.T.S. FIG. W-4 Effective August 18, 2005 11 CDWIU=M x 3/r MALE PIPE COWUNa FRAME & COVER E Co APPRDVIED MOUAL (SEE FIG. S-I-D,E) 4A ON �E W� m �> STREET SURFACE OR "' �� o� --�. �� `a O NON -PAVED AREA £ W }- Na dUNC1ION BOXES. TRANSFORMER PADS. PEDESTALS, ETC. 1 a SLOPED AREA -0' SMALL NOT BE LOCATED VITHtN THE RIGFR 13F WAY. v� SOFT COPPER FOR USE ON ATTAO M SHIRE FAWLY ' + La �~- RFWODMAL EOMM OR DUAL IESIOIDIV& i4 1•x,•x1• T� AND SCWATM SCEs V-0" MAX �•--10'>t•--«- •�---30' -•�• "WEDG-LOK" TYPE Q" Z OO RUBBER COATED STEEL >: o _ a a ti O Mo STEPS OR APPROVED 3'-6" MIN E EQUAL CAST IN PLACE �Q- umi o N DUAL SERVICE PRECAST REINFORCEDban �, S $ a0.4 ,• ooMPREsooN x 3/4• MME FIFe cauFLra CONCRETE SECTIONS 1 MIN `�` o av _ z d OR APPROVED COJAL 000 RING SEALS 16" MAX 3:- -� - WATER SEWER V TYPE x MINIMUM ELEVATION COPM DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET £. LU E Cl p1 2 FOR USE ON DETAO M WOE FAWLY SHALL BE 0.20 FEET. N L OGATIOM OF LIEPH11 E, CAMS - AN Mi1111"I ON CONCRETE * VARIES ""�c3 CGAs. ELECTRIC, TELEPF . cAal.�. ETC.) ME= 18 NOT PROY110MDEPTH OF FLOWFILLETS r CHANNEL TO 9E SINGLE SERVICE t 3/4 OIAMETER OF NO'I CONTRIBUTING --- l - _ _ 1) sAoa.� MALL BE u� ON PVC v�E. � EASEMENT WIDTHS R O WATER at SEWER: - 20' MINIIRIM SEWERe • . � a WATER L SEVER 30' MINIHUN CAST °�' uo A FILLETED INVERT OR A SMOOTH a 12 F""D °RADE TRANSITION OF FLOW BETWEEN eRoaa 2200 BOX �TM INLET & OUTLET PIPE SHALL $E g 1/4 BDID Co11PL1N0 (S REgNIlD) BROOKS OR APPROVED WIAI■SEE PART 3. PARAGRAPH Dl SEPARATION �' WATER SEVER LIMES. MUELLf71 N0. N -,SOW �' LOQ(ENO N UNPAVED MEAS PROVIDED. W'M"4MIN. ?6' BEDDING a FORD NN006 "LO@ -SMB , NOTE W% IND. 66 STONE w IW ter' £ � F N0. L02-16 1 1/2� H .•4 al iv a , E $ 7 ro p W �-n W' �+ °0 "E" a� ON 3101110 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIIMUM AND SHALL BE d �� OR APPROVED OWL MoDONALD 20-M WNW u �, g OR APPRorED EawIL SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE ti $ � a N LL UTILITIES CROSSING A WATER OR SEVER EASEMENT SFaJI.D BE AT ME= ..2 P" � �+ 90' TO THE RIG}R OF WAY. cr EXTENDED OR NON -EXTENDED BASES;C `emoN�"ONEa�,� 3. ALL JOINTS, UFT HALES, INLETS, -T TO E SEALED do GROUTED "o INSIDE AND OUT. \ O -�` - ARD F-600, OR TYPICAL NHOLE S GsTION APPROVED EW/Y. TYPICAL SERVICE LATERAL INSTALLATION SHOWING RANCH E --IN TYPICAL MANHOLE FRAME &COVER UTILITY LOCATIONS &EASEMENT WIDTHS NTS NTS NTS y -- FIG. W-6 FIG. S -I -A Effective August 18, 2005 FIG S I• -D NTS . _ FICA W-1 ADDID FEB. ,S, 2006 TO •• 4 TD -19 TD -1 TA -12 TD -17 GENERAL WATER & SEWER CONDITIONS, WORK SHALL BE SUBJECT TO INSPEC77ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CON77?ACTOR WILL BE RESPONSIBLE FOR NO77F11NG 77 -IE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. THE LOCA TION OF EXIS77NG U77LI77ES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN IN177A TI VE LOCATE ALL UNDERGROUND LINES AND S7RUC7URES AS NECESSARY. ALL MATERIALS AND C0NS7RUC77ON SHALL COMPLY WITH THE CURRENT ED177ON OF 7HE GENERAL WATER AND SEWER C0NS77?UC77ON SPECIFICA77ONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AU7HORITY. DATUM FOR ALL ELEVATIONS SHOWN /N NA 77ONAL GEODETIC SURVEY. THE CON7RACTOR SHALL BE RESPONSIBLE FOR NO77FY7NG "MISS UTILITY" (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER 71-1E CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 7HE ''IAL VE DURING A FUTURE EXTENSION OF THE LINE. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVEN7FR FR:,::.= St C.,VC:z SC� F1.1 -I-C: C S:-=cC_- � JR=ACE :!R opm AF:fA -.Y k', AN s CRs- IJ rr_a:C h=aCC,' T RCINFOPCCC C ,C;CTC N -A 'It A�� .'_L t UA_ �. ►•4 p TH :HA 1 BF © 'A TIF IZCN-PF Q ; L'.c F LL_L IL t' L•.->.LiS Faltl`� L:v_ .F LL=C 'WT11 SGL- C' AC -114 4'� Q 10\ ?H I FI' '\ :F :Y.IN 1 I' ,: !a. I IN_CT 0 VAR 11 t}L. n F 1 H -• FF {: 11-1-1 . > A ILLI EU 1 ?Fl I 1 •P A 1N00IH t -' t1=• 1 0,1 0.1 1 W hl15FFt-I NI- i� til. FI -IPF ;H•'• h- e t ' Q P R,7V CCC ,7,F -A�rC _T Ir-: IN MANI 01-1 t:t- U '•8 S -`' LA C 1401E-: �h 0II1;, 5- APF FA Ca l.4 1N ) S LI i- of E -;.ALL'' DET R i.. NED E''' E Loo_ 2 T11= ',IIALL D_ =70.SI> _ YWIICTII< i 1,AI111CLC_• ;%'VE :AII:NUzU -)Ii NJ'. _ tNL'_.i 3A -1_a. AL_ Cl'•TS. - F- 11+3_CS,. IJ_. �• '�'J _.T5 = S.n_C Rtii I-C� 4. :of' -i Al •".i:'•1::I t F:A-IOP. ;IIIA I Elf CIV -"•1 FO:? IJ -':r;< 0%] P:1 S 114 - 5IFFP S. - TYPICAL . TYPICAL MANHOLE WITH DROP CONNECTION BLASTING NOTES Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes (March 2008) 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA77ONS OF THE AU77•1OR177ES LU U• HAVING JURISDIC77ON AND BY SKILLED AND EXPERIENCED BLASTERS A BLASTING PERMIT MUST BE 1) All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service OBTAINED FROM 7HE ALBEMARLE COUNTY FIRE PREVENTION OFFICE PRIOR TO COMMENCING 7HE WORN. 0- '° , Authority on January 15, 1998, except as modified below or modified in Special Notes. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONS7RUC77ON SAFETY SHALL BE ADHENED 2) All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required prior to the start of work. TO AND ANY VIOLA 77ON OF SUCH REGULA 77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF WE 3) The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). CONTRACTOR AND/OR DEVELOPER. 3. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY. NO 4) RWSA Engineer (Michelle Simpson at (434) 977-2970 ext. 202) must be notified three business days prior to the start of construction. BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT- 5) All work is subject to the inspection and acceptance by RWSA. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be TO ANY 07HER STRUCTURES UNLESS PROPER PRECAU77ONS ARE TAKEN. ENDS OF U77LI TY LINES W conducted on RWSA facilities on weekends or RWSA holidays unless permitted otherwise by RWSA in writing. ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 6) For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested prior to connecting to the system. PUBLIC PRIOR TO THE COMMENCEMENT OF BLAS77NG OPERATIONS 7) The location of existing utilities is shown on the plans from data available at the time of design and is not necessarily complete or correct. The Contractor shall be responsible for the 5. BLAS77NG ON SATURDAYS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and WRITTEN PERMISSION FROM 77 -IE ALBEMARLE COUNTY SERVICE AUTHORITY. field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be 6. WHENEVER BLAS77NG WILL BE UNDERTAKEN IN THE V/C/N/TY OF AN EXISTING UTIL/TY IT SHALL ONLYY ONS/7E SUPERVISION OF THE AUTHOR/TY. ANY DAMAGE AS A RESULT OF BE DONE WI JH " " repaired by the Contractor to the original condition at no additional cost to the Owner. A77ONSDIRECT BLASTING OPERA TIONS SHALL BE THE SOLE RESPONSIBILITY OF INE CON 1RACTOR. 8 ) Erosion and sediment control facilities shall not be permitted in the RWSA easement unless permitted otherwise b RWSA in writing. No or fillip shall be permitted in the RWSA Pe P Y g• grading g easement unless permitted otherwise by RWSA in writing. 9) No blasting shall be permitted within 100 feet of RWSA facilities without written permission and approval of the blasting plan from RWSA. Ground monitoring during blasting and a pre -blast survey may be required. Damage due to blasting to any utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. N/A 10) In addition to minimum separation requirements for utility crossings, when a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. Backfilling the area of the crossing with compacted 57 stone to the springline of the existing pipe will be required. 11) New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling SHEET NO. and flushing new water mains will be required to eliminate any possible cross -connection to the public water system. 12) All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 13) No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14) Trees are not permitted in the RWSA easement. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL aR� B. INITIAL BACKFILL JY' MB, MIN. a' 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 #0 STONE. FOUNDATION IN ROOK SOIL UNDER -CUT CONDI ZION INITIAL BACKFILL UNSTABLE ; it B' 4 soli\ MIN. #68 STONE STONE '• STABLE BOIL^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" UFTS. C 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 NTS FIG. W-2 TD -13 [COVER UFT NOTCH 14 1/2 to 3/8" 12 1/1' WAW. ti CAST IRON UD 18" METER sox f ry. l Vs �1�ry ~J 11� • ti 'L 18' , " ERTEN" d� PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES.- (1) OTES:(1) UNPAVED AREAS (PREFEIM. LIMICATION): PLASTIC BROOKS 2201),SEMV47H d" EXTENSION OR APPROVED DQNMAL (2) PAVED AREAS (ALTERNATE LCCMVN�. CAST IRON 814HAM and TAYIM Na 6015-8 OR APPROVED EQUAISE 6" OVK and/or BLOCK, TO SASE DEPTH TO M'. (3) FOR TOUCH READ METERS A f-0/4- OWKIER HOLE 15 REQ! M IN Tib UD. TYPICYAL METER 8�C rS (5/€8"-1,. METERS) NTS FIG, W-7 SEWER SERVICE LATERAL CONNECTION t TES 1. WHERE A SEWER SINCE LATERAL !)OFK4,7$ 10 ' A MJINMX AND NO INVERT A1101 THE W a sr" W��'ATED. , THE t3XQMlk1 0O- A LATERAL, PIPE $HALL � AT LEAST 0.2' NWW VAN THE: j (�I:ROM 4WATION OF THE THE 1.011110T Pft CONNEIVED L%WER LATERALS TAPPED INTO AN E)j111%WMAIN SHALL BE W MECTED USMA PIPE SADDLE AS' MAW, FMM8Y "SEAb: 17r. M AN APPROVED EQUAL. P WADE FOR SEWER "M OI NRIE IM SHALL 6E 2X (Ile 4.ALL SEWER LATERALS SHALL HAVE A MNWUM _n &ALL SEWER LATERALS SHALL HAVE A MINIMUM a; p11ER'. OF 3 FEEL. LK WYE -TEE PLAN I' TYPICAL SEWER ,SERVICE LATERAL CONNECTION SH LL MATERIAL ANY 1N7IAL BACKFILL' :8'MIN (S" LIFTS) ,EMBEDMENT THO1W).GH. LYFACTED SPRI.6 µE SY HANO OR APPOOV P R MECI AWCAL TAMPER HAUNCHING NO. 68 STORE -- INCA( /� max : a MIh OUNDAYION �F(S ALL BE WIL t. OAR CUTS IN PAVED AREAS. WITHIN EMSTWO VOLT R04T-01:-WAY SMALL BE �A,FT1Jx43 ENTIRELY WITH N0. 21A 2• FOR DUB IRON PIPE THE BOTTOM OF THE; TFIEN041 S14ALL BE SCRAPED AND 6OMPA0*01. AND ALL StONES R1514Q90 OR. A 4 BEDIDING 0E NO; 68 SAF $BALL 8E PROVIDED 3. WH i, W, IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" EEwmc 60 No, 'es simrL - TYPICAL SEWER PIPE I�ISTALLAT ON IN TRENCH NTS FI6. S."-3 ,T of O �, SCOTT COLLINSZ Lic. No. 035791 0%0�� SII _ONAL LU Q O ON L9M M Z z� N C 0 CL 3 1 a N W v W � �- N m N W 0 o , c� oLl 4 LL w U L v� 4 p V J a? O Q � ` L9 w o. me p_, = w o+ L t 0 ; a r u r Ci Zz C v i U � 1� 0 J � 3 W F4 O FIBUINa U �a 1 I v . E� Ul C v W Zi W W w W� Z 0 W • (� i Z J � J 0 J 0 CJS F"+�1 W T Z m` wai Q Z 01 X. I`.j•a q 7 U < W m: t, 4• 0un � m � v i 00 Of w •• c� 0 i E LU U• J 0- '° , v� w tu- m. W ° V� _ n In aoi SCALE ° N/A U 0 SHEET NO. a ; S-3 yl CD - .-I 4-80 SCOTT R. COLLINSz U Lic.No. OP5791 T l--_- / / �� i I�- � . /� \ \ \\ \\ • \ J \rte • o -- I I I I \ I \\ \ \\ M-- M --M_ M I I 3�W W W �W -W -W -W - W W W W _� _W W WI II 11\\- M M F \ 9m j -n r W _n 03 w.nr� Q7Tr� `�mDDC tATrW TD�Z `trl�rZ m rut m NIDD STD L< H u ��Z X11+ 1 / to DD EDT 1p, �m� u C �m ° D n a oco �D C -I II OZ -1 11 'cOz .1 00 �. A�-'cV0 6J1 (Dw fT> - cl ANO- 11 11 .taN m.:.I 11 Ac0 V -I V O �'n' ?N II Z -i II- OZ AW O� AOa -'N, �_. N l'A NN O .P of -rl -1•I I nl T W n1 h- W S OW (Olt (n V V pODN� OD 01 SIO TTO Pc O W T(DOO -n D\ -n W m�D -n r- �D\D nrthl S �'ppootnm ��N(n Ip T r � C\ rn m II II C -n D D m II II C /b Da - F •P "f1 n1 A V '7l II - Z m N �; C II N' Z m., It C II ^l Z 'fli Il w C o w \ �, \- Q\� r oCA-� V- \I Z AO",� II N� A(]�- / II (J -I \ r CTTING N(n-F Oma- Ncr,03 Z Z �.. >1 Ir r0 \ OI0\0 EX EE� rn� cnrn-I r..-- �wc�y� cmnocr"ot�r 00N00)=1 IMAIN`ry rn uNto'N torn Pmoa orDCO atocnla) -{ n VO T M \ O n1 n1 00 Co U)O nl -n p Ol tD) I -- / \ I O O nt -n _ _ -I not 1 \ W J 1 WNHO E AA T \\ {k \ \ \ 52°00'5 "\ 2 \ •9 01 lei, _ \ _ _ W - - - - - - - - - WL 0 R=1700.00/\y n ry �rRu \\ - - � \ �ti - - / S 4520 38 W -► / L=159.54 NK) -'� - _ - /a , 5 5��2 W 124.68' S 4, 49 41 J�U S 47049 41 W\\ I 42.58' PHIC _`C ` ` _ \ \ \ \ - 38� \ \ \ \ I \ - - - - - / OHE,T,TV (TRUNK) 20 0 10 20 4 80- _ OHI ,T,TV (TRUNK) r O --I Fri ( IN FEET) 1 inch = 20 ft. PLANTING SHRRUBS: 1492 GENERAL LANDSCAPE REQUIREMENTS cddivtnro1..pl. C� l'amersativu lYnn ('beddis[-'1'o be p1.nA vv 1.srMs.apc l'lam Plant L I S t 1. SUBMIT PLANTING SCHEDULE SHOWING COORDINATION OF NORMAL 12• EXCAVATEE PITS OR TRENCH TO 1-1/2 TIME DIAMETER OF BALLS (e,na n,t,,prn zw ula9rra e. pl.k: ins k. PLANTING TIMES WITH CONSTRUCTION SCHEDULE FOR OTHER (RELATED) OR CONTAINERRS, OR 1'-0" WIDER THAN SPREAD OF ROOTS, AND 3" 00 FOR POSITIONING AT PROPER HEIGHT. I WORK. DEEPER THAN REQUIRED LIGHTLY COMPACT A LAYER OF TOPSOIL IN BOTTOM BEFORE PLACING to MunM Abb. Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Quantity Canopy CANOPY TREES Per Acre UA Ulmus americana American Elm 21/2" 1 70 � bs. strong central leader 535 7 3,745 AS Acer saccharum'Legacy' Legacy Sugar Maple121/2" strong central leader 195 4 780 UNDERSTORY TREES AG An-elanchier x Grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 16'- 7' multi -stem 130 4 520 SHRUBS IV Ilex verticillata 'Winter Red' Winter Red Winterber 24" ht. 41 13 533 2. LAYOUT AREAS OF PLANTING AND LOCATION OF EACH MAJOR PLANTS. BACKFILL AROUND PLANTS WITH TOPSOIL, COMPACTED TO m ofdeau% toamlde dnplw of u to tta mceG), PLANT, FOR REVIEW BY ARCHITECT PRIOR TO START OF PLANTING. ELIMINATE VOIRDS AND AIR POCKETS. WATER THOROUGHLY AS LAYERS w�,Liun.a„Irs rar.,,lesvef.,,anfr ARE PLACED. FORM GRADE SLIGHTLY DISHED, AND BERMED AT EDGES c,adeamr„r„r,;nnRe�..,�l.e,„�Ib: OF EXCAVATIO)N. APPLY 2" MULCH OF PEAT, STRAW OR OTHER 3. PLANT SIZE AND QUALITY: PROVIDE SIZES OF PLANTS AS Pn,pvc �art�.;ing ty avd We liarim crdcmme. RGANIC PLANTING MULCH. SHOWN OR SCHEDULED, CONFORMING TO ANSI 260.1 "AMERICAN RECOGNIZED� , z. STANDARD FOR NURSERY STOCK" FOR SHAPE AND QUALITY. 13. PRUNE SGHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE q�All baesm ba mrM shall tx masked tsilh print rrcnbbm atandRhrcleadyviviNe Megwpmem oparaMn. 4. FURNISH BALLED AND BURLAPPED (B&B SHRUBS, EXCEPT NATURAL ANOCH, THIN OUT STRUCTURE AND REMOVE NOT MORE THAN ,.?] Ve WWi dW1ingla,mlit iLc lrm.pnt:r'I�1[hYY bm mpmcd and appauv.J by a Cwai; ( 15% OF BRANOCHES. ta"P`""` MAY E FURNISH D IF INDICATED SIZE IS CONTAINER -GROWN PLANTS B .'�3, Ikea:„,Nrtassaap„rna.ac: IN ANSI Z60.1. BELOW LIMIT ESTABLISHEDPLANTING GROOUND COVER: ❑ -rme ir«rean""aad ryNuairn mzo-we. ehau be rcciewM arth dm rnnM1aMrnn a@e 5. FURNISH GROUND COVER PLANTS IN REMOVABLE CONTAINERS OR 14. TILL SOILL TO DEPTH OF 8" IN AREAS WHERE TOPSOIL HAS NOT 4. ruammonr.aliena•aswow, INTEGRAL PEAT POTS. BEEN STRIPPEED. ❑ nearp - enl veh+cWa mdre arcl n, .gwRn maga orcrn.lnasion maledalxi,rd,uli.rt:.it aM1xll noll,et!nmilleel xillnn 0x driplmer. nl'rt"a w be W. 6. WARRANTY LAWNS, THROUGH SPECIFIED LAWN MAINTENANCE 15. LOOSEN :SUBGRADE TO DEPTH OF 4" IN AREAS WHERE TOPSOIL PERIOD AND UNTIL FINAL ACCEPTANCE. S. NMIErwwn..+sw..,..Wlxo-nm.u.F,.,•,: HAS BEEN STRIPPED, AND SPREAD TOPSOIL TO DEPTH OF 4", EXCEPT ❑ c"di;��„die1iiii1nin.�. y3R�l..�.>usx.,.od TH R INDICATED. WARRANTY PLANTS, SHRUBS AND TREES FOR A PERIOD OF ONE AS 0 E WISES YEAR AGAINST DEATH AND UNHEALTHY CONDITION, EXCEPT AS MAY 6, tk:3G _i-_ -------- RESULT FROM NEGLECT BY OWNER, DAMAGE BY OTHERS, AND 16. SPACE PPLANTS 2'-0" APART BOTH WAYS, EXCEPT AS OTHERWISE ❑ Fra,ncn<•Ipvmivwxi nliurn nrle; ptineorlmywhra.rd UNUSUAL PHENOMENA BEYOND INSTALLER'S CONTROL. REPLACE AT INDICATED. ONG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF OPTIMUM PLANTING TIME. ROOTS. COMFPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE T. tom 11no-rbl>; SLIGHTLY DISHiED AT EACH PLANT. WATER THOROUGHLY. APPLY 2" ❑'I:wconla�slvrllWattmaeraiwiniul"p6Yvofm:dnptiucartrnsmbrea�m7. 8. PROVIDE TOPSOIL TO SUPPLEMENT THAT (IF ANY) SHOWN AS MULCH OF SHREDDED HARDWOOD, BARK CHIPS, PEAT, STRAW OR AVAILABLE FOR REUSE AT SITE. PROVED CLEAN, FERTILE, FRIABLE, OTHER RECOGGNIZED ORGANIC PLANTING MULCH OVER ENTIRE PLANTING 1 Pnlwlh. Pencinc NATURAL LOAM OBTAINED FROM A LOCAL, WELL DRAINED SOURCE. BED, LIFTING FPLANT FOLIAGE ABOVE MULCH. ❑ ru mon regained mthn, all raetoral.^p`aHl hnildirp orpratir,gaan;w d.an be pmMdM hY fmcinR. ❑ F,m.iq[rL,rla`in pLwc,m1.IW1 bc®p.cud and npprtWcd by al'vway lapccwr pdw,o grcdigK ar wnWvolian 9. PROVIDE FERTILIZER, HUMUS AND OTHER SOIL AMENDMENTS OF A 17. DURING PERIODS OF HOT SUN AND WIND AT TIME OF PLANTING, TYPE WHICH ARE KNOWN TO IMPROVE PH CONDITION OF SOIL FOR PROVIDE PROTTECTIVE COVER FOR SEVERAL DAYS. 9. T�.•.•Wdla PARTICULAR PLANT MATERIAL TO BE PLANTED. MIX PEAT HUMUS (FS ❑ AL;m de g.`mllceml murl bc.meN wuidn me dtiplivo uralm•Ie be aavad, nvcc aGlshe6lt prtaidNmlanvwneM1mdclpl LANDSCAPE MAINTENANCE ub®u.draat,prwd. Q -P-166 WITH TOPSOIL IN THE RATIO OF 1:3 FOR USE IN PLANTING. FOR BAST OF QUANTITY, ASSUME TOPSOIL WHICH HAS NOT BEEN 111. Free Wallin, 18. MAINTAINV LANDSCAPE WORK FOR A PERIOD OF 60 DAYS STRIPPED IS 4" IN DEPTH. IMMEDIATELY FFOLLOWING COMPLETE INSTALLATION OF EACH MAJOR ❑ 4Yhen dr gre,,,xl kFel mutFx lmvxradwithin Me ddpia anise to he snrM abee call:hall he pmvide�andncnns)nvxinndmil CATEGORY OF" WORK. INCLUDE WATERING, WEEDING, CULTIVATING, •°ba'imm in. an,rm'al. 10. FERTILIZE TOPSOIL FOR PLANTING TREES, SHRUBS AND GROUND RESTORATION OF GRADE„ PRUNING SHRUBS, PROTECTION FROM COVER WITH A 5-10-5 (5% NITROGEN, 10% PHOSPHORUS AND 5% INSECTS AND DISEASES, FERTILIZING AND SIMILAR OPERATIONS AS 11. iraa�lve nod T.n.Mt.e: POTASH COMMERCIAL FERTILIZER, APPLIED AND MIXED AT RATE OF NEEDED TO EP.NSURE NORMAL GROWTH AND GOOD HEALTH FOR LIVE ❑ xti n..vbnyu,<dwtr�uxtimsor,a.,gia.tWtboaa,cwrra•.ayrrmm.:mmt.>orua»aep;<,aia.,T.®,toR NOT LESS THAN 0.25 LBS. PER CU. FT. OF SOIL AND HUMUS. PLANT MATERRIAL. uM.xalwge,nv shdlhovmideradman aimnrame xfien it is ainiapanat mat necesary trerchinRoill d:svey iee�r m,e. 11. FERTILIZE TOPSOIL FOR PLANTING GRASS WITH A HIGH -NITROGEN �'B` CONTENT COMMERCIAL FERTILIZER L CONTAINING 4% PHOSPHORUS, 2% ❑ Vmregive renoshall bad,elmt lmma,amnrM denng meniml deamp. CANOPY CALCULATION POTASH AND NITROGEN IN SUFFICIENT QUANTITY TO SUPPLY NOT LESS u.>bt1l,l,dr,>� THAN 1.0 LBS. OF ACTUAL NITROGEN PER 1000 SQ. FT. LAWN AREA. nix aeon Mawud.ba,dye>,m,�,rm,:u�::mwoumw„a7n®.mxr byan�, y..;ati�. N07=:R19T� iLOPPRS RE.SPO\SBILLIY iO CO�FLR W[IHl'B[CO\TR.1CiORON TRE[COVSIQV•AIIOV AREA OF TOWNHOUSE LOTS: 0.78 ACJ33,795 SF TREE CANOPY REQUIRED (10%): 0.077 AC 3,380 SF PROPOSED PLANTING CANOPY: 0.128 AC 5,578 SF NOTE: AREAS WITH PROPOSED SLOPES OWNM Sa7NATr RE (nATF) GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCE GROUND COVER OF MULCH. nraPnrtcn4seeslaeenmP roATr) snmsPax tort \ _ y d RATES: E _ NOTES: Z Per Acre Per 1000 N. ft. r H .Str"dW a Hay _ 1 70 � bs. o W U °m (Minimum 2 _ matter. Must be anchored. a tons for Spread with mulch blower 0 winter cower) or by hand. �Z Fiber Mulch Minimum 35 lbs" Do not use as mulch fur V) a V) dry periods." Apply as J slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs, Cut or shredded in 4-6' Lengths. Air-dried. Do not O Z W use in fine turf areas. Apply O F with mulch blower or by hand. F-- WoodChills 4 - 6 tons 18.5 - 275 IN& Z LLJ q nitrogen per ton. Do not W t ` al o with mulch blower, chip `~ a handler, or hl' hand. / 50 - 70 cu. 1-2 cu. yds. Uj U Lu mow" Shredded turf areas. Apply with ryJ mulch blower, chip handler, o N \ When liber mulch is the only available mulch during periods when straw should be used, apply at a minimam rate. of 2000 113s. Jac or 45 lbs./1000 sq" ft, \ J \ a w a - _j ,~-, q a w z w V) \ L3 7 > \ ,. 0 \ Ce I \ \ Go cr, O O O LU \ \ Q \ o M TABLE 33SA ORGANIC MULCH MA'I'XRIALS AND APPLICATION RATES d RATES: E MUI.CHFS: NOTES: W H Per Acre Per 1000 N. ft. r H .Str"dW a Hay 1- 2 ns i w 1 70 � bs. Free from weeds co a and arse W U °m (Minimum 2 u=i matter. Must be anchored. SCA•L••ttE tons for Spread with mulch blower 0 winter cower) or by hand. Fiber Mulch Minimum 35 lbs" Do not use as mulch fur 1500 lbs. winter cover or during hot, dry periods." Apply as slurry. Corn Stalks 4 - 6 tons 185 - 275 lbs, Cut or shredded in 4-6' Lengths. Air-dried. Do not use in fine turf areas. Apply with mulch blower or by hand. WoodChills 4 - 6 tons 18.5 - 275 IN& Free of coarse matter. Air- thied. Treat with 121bs nitrogen per ton. Do not use in line turf areas. Apply with mulch blower, chip handler, or hl' hand. Bark Chips 50 - 70 cu. 1-2 cu. yds. Free of coarse matter. Air - yds, dried. Do not use in fine Shredded turf areas. Apply with Bark mulch blower, chip handler, or by baud. When liber mulch is the only available mulch during periods when straw should be used, apply at a minimam rate. of 2000 113s. Jac or 45 lbs./1000 sq" ft, SEE SPECIFICATIONS, THIS SHIEST. Source: Va. DSWC SHEET NO. 1 n 1 � LL -1 j d E W H V �° w m a W U °m u=i SCA•L••ttE o 0 SHEET NO. 1 n 1 � LL -1 j r STONEVVATER TOVVNHOMES GENERAL NOTES 1. OWNER & DEVELOPER.- RIO EVELOPER.RIO ROAD HOLDINGS, L.L.C. CORPORA -TE ADDRESS• 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS.- 590 DDRESS:590 RIO- ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER. COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE.- 434-987-1631 E—MAIL: Scott0coliins=engineering.com CONTACT MR. SCOTT COLLINS J. TAX MAP NO: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT, DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT, DEED BOOK 160 PG 107 PLA T 4. ZONING. R-4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS. FRONT 25 FEET MINIMUM SIDE. 10 FEET MINIMUM (APPROVED BY THE FIRE MARSHALL) BACK.• 20 FEET MINIMUM Z DENSI TY - TOWNHOUSE UNITS PROPOSED WITH THIS PLAN. 0.78 AC. OVERALL STONEWATER DEVELOPMENT 48 UNITS (INCLUDING 14 TOWNHOUSES CONTAINED IN THIS SITE PLAN) 13.01 AC. (INCLUDES 0.78 AC. INCLUDED IN THIS SITE PLAN) DENSITY 3.664 DUA 8. U TILI TIES. COUNTY SEWER — AVAILABLE ON SITE COUNTY WATER — AVAILABLE ON SITE 9. SUBDIVISION STREETS. • CURB & GUTTER 10.ADJACENT PROPER77ES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT. TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLA T D. B. 454, PG. 654 PLA T CURRENT USE: RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DATUM AND BENCHMARK REFERENCE.' BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS By - KIRK HUGHES & ASSOCIATE'S 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAX/MUM BUILDING HEIGHT- 35 FEET 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE. 8900 sq. ft. = a20 AC 14.EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL -CUTOFF LUMINAIREE, THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIALP ARURAL AREAS ZONING DISTRICTS NNED FOR THIS PROJECT SHALL EXCEED THE 3,000 EXCEED ONE-HALF F007CANDLE, NO LUMIARIES LUMEN LIGHT 774ERE ARE ALSO NO PROPOSED STREET LIGHTS. 15. THE PLAN TING OF STREET TREES THROUGHOUT STONEWA TER SUBD1 W SION SATISFIES THE LANDSCAPE REQUIREMENTS FOR THE PROJECT. 16. APPROVED PEDESTRIAN PA774WAY SHOWN ON OVERALL STONEWATER SUBDIVISION MEETS THE RECREATIONAL AREA REQUIREMENTS FOR THIS TOWNHOUSE SITE PLAN. 17. PARKING. REQUIRED PARKING. 14 UN17S X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 PROVIDED PARKING. 28 DRIVEWAY SPACES + 4 SPACES (STONEWATER DRIVE) 18.00N7RACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO -STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA7701V OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LI TY NOT SHOWN ON THE PLANS 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 2aNO FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21: THE ROAD PLAN, AS WELL AS THE ESE AND SWM PLANS, THAT WERE SUBMI-TIED WITH THE SUBDIVISION PLATS HAVE BEEN APPROVED (SUB -2007-00077 AND WPO -2007-00045 RESPECTIVELY). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. 22.ALL U77LI77ES SHOWN SHALL BE DEDICATED TO PUBLIC USE, 23. MAXIMUM AREA OF PROPOSED USE. 0.72 AC AREA OF PARKING AND CIRCULA 770N. 0.11 AC. Revision Index LMEND EXISTING CULVERT ....... Rev. Date CULVERT Description of Revision (all changes listed) Sheets Revised 0 38/11/08 SITE PLAN DETAILS ORIGINAL PLAN SUBMISSION ALL 1 36/08/09 \ RESUBMITTAL OF EXPIRED SITE PLAN ALL 2 07/13/09 0c) REVISED PER SRC COMMENTS AL- 3 0 13 09 REVISED PER ALBEMARLE COUNTY COMMENTS ALL 4 03 08 10 REVISED PER ALBEMARLE COUNTY COMMENTS ALL DEPTH OF EC -3A DITCH Z c 0 PROPOSED CONTOUR EC -2 DITCH 240.55 f PROPOSED SPOT ELEVA TION TBC DEN07ES TOP/BACK OF CURB g" DEPTH OF EC -2 DI TCN T/B DEN07ES TOP OF BOX 0 CL 00w SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 1500' CURRENT OWNERf DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEIERING 800 EAST JEFFERSOIN STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293..3719 ROADS I— LMEND EXISTING CULVERT ....... EARTH DITCH COVER CULVERT EXISTING CONDITIONS AND DEMOLITION PLAN DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. SITE PLAN DETAILS BENCH MARK LANDSCAPE PLAN CURB TOTAL NUMBER OF SHEETS \ \ \ — CLEARING LIMITS 0c) CURB & GUTTER — — — — OD ii PROPOSED PAVEMENT _- VDOT STANDARD STOP SIGN EC -3A DITCH – – – – 200– – – – EXISTING CONTOUR 6" DEPTH OF EC -3A DITCH Z c 0 PROPOSED CONTOUR EC -2 DITCH 240.55 f PROPOSED SPOT ELEVA TION TBC DEN07ES TOP/BACK OF CURB g" DEPTH OF EC -2 DI TCN T/B DEN07ES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE PLAN S-2 SITE PLAN DETAILS LL -1 LANDSCAPE PLAN 5 TOTAL NUMBER OF SHEETS DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION SCOTT COLLINS Lie. o. 035791 ,2� �Osv4 �SI�NAL E�O1 L9 M M N M W0 N N w -te w L9w Z� I� W� x U co 0% 0 o% W 0 CL c 0 F- F-- \ \ \ \ H 0c) (h (� OD ii w w LW al W W Z c 0 OD 0 o� 0 0 0 0 CL 00w �U mr UU Wc J o0-v c O 3 Z� w CL r } O. 0 z w c r F- Z F- Z Ln �-' N 0 O U C3 U Z Z A Y1 oc N~ wLLj � CL w cr a a A X X U f f D w U a a W LL_ W J J Z o .v' Q ¢ J J Q w w w n- F_. a.. a_ 0. -j � A A A ¢ X w w w Z as ('00) ('00) 0 w w w w of M M M W L9 M M N M W0 N N w -te w L9w Z� I� W� x U co 0% 0 o% o U=j CL c 0 w \ \ \ \ \ H 0c) (h (� OD ii O U cZ o V) LW al W W Z c 0 OD 0 o� � o 0 0 CL 00w L9 M M N M W0 N N w -te w L9w Z� I� W� x U w LUw CL U SCALE 072006 SHEET NO. T-1 E: W 0 .a U=j CL c 0 V 1 A ii O U cZ o V) LW al W W Z c 0 o� CL 00w �U mr o� t� 3 p Wc o0-v c O 3 U CL L �L o° a c r w LUw CL U SCALE 072006 SHEET NO. T-1 E: •.�� •� .,�� NOTE: ROAD - 1 ��. . • r AND E&S/ SWM PLAN (WPO -2007-45) HAVE BEEN APPROVED FOR ROADS AND UTILITIES `�• a •�\�ij `� • - THE OVERALL ST• ' ' Is - • - • 1 • OF • . .1 nN 0 MIRM7, 1 1 gg ♦♦ � • � � �� .eO � / liii niri ra ``. • s \ \ `er y . �� .� ♦ � . 'IiEai iii ' �` \ �. \ 1pi . ..• � .. � ♦ �: Ira./. I ��1� • � `� � � • /�� ` � / /l ewe • �� 1-- 1:i! � / �/ .� � � �. � � e� � ♦ iiia/dpi �� \ � �, � , . ; \ �` � .•.ray::• �iiu / � ��'i� ♦ � ' � � �ri gnu► ■ !• 1■r• . • ♦�j , � ` - �/.0 _ i,l:�.i� , I it Vua.•■■`■ ■ � I■ • _ w■.11/ ....iiw.. � o� � � �� ♦ � "i� / -say. .1. ■ Viii' • /■��•\ ® �`. ��' i'.'° � .';. � � `�•f. ' • • ♦ � 111■/% ■I■■ i'N�.�7��=/ on I ■v, ► �■■u ■IV el, • � O .1 a i ■uC . rr■iii P10 TH � S5 IV SCOTT R. COLLINS'Z Lie. No. 035791 ,2., ��1�,w4 sl ONAL Ely 010 F.... F- ILI � � � iu■ ivaHrurz■uc►, ■/ � !. � � • ,a• um CCCL■r /rvevrwirv' INS p r�'il *u■no■ms�' I ■ HrLa�iwiL �■L■■� PF • 1 /� � ■ ■fir^.r�r,i,� oa■�� =liar w:.%�� '•'/ ._■ ■iilrr n. �� rw • • s .rrl/.La�E,x1 `Z'r �j 1) acv ■ /�tF� •5■1� .% ren � ■ ►.�.i►` s . r X \ • • til •4r:� 's!u�,►xi�d■ ♦ � ,� „v. � r it .� • .• � ® "� • �� \� . • ♦ ��i i■ raj► � \. I� © ��;� r \ �� eari�� i :mace �■.c....i. - • ' 1 - • • ��wc♦� .• � � - • •' 1 - � .Ie P• �C. � • C ■ _ .�.�� . _ E ■ ■■■ E■Citi i r■ ` / ' �• i w■ I 7i /�� I/ � uw�rv�r ..�. ,�r■r ■i.■u�� a MM; asommon ■ aiC� �aa■ i��aiiii - 'iri=Ei� i a�Piiiiil�si:i� � � .• �/ � i C �'►� r' :iii • 1 - `I 1 , • • ' - • r ■ Ci:= eCl■■ ■ R.on q � ♦ ! ♦ , 3%� _�� Vii• • i'T • - • ' • 1 .■m■mass■ p a p ■ - - �E wC=mom 0 ■LaC C ' =i'o �E� : / � ��s. ��S=In�i�C sa��! ■ �► - - - - - ,, .ars• ■ ► . • ■ 3 ■ ■ r a ruai.ri■i � 4 • aa: �isr ■■Cr ■ ■►s � :�r•Ii.r■rs■�,•'�� irk E � • i ■■i■E: ■■rii s ■ ■a■� � °:1�= �� • • ii iil�aili■=' � ,G • - • ■ mama■ aur ■ w s ■. _ _ / ■■�i . r ■: a Ci �E�a�ECC�■ ■Q i► ■ ril�■�= mC��'r=�_�E �Ei '� ■Yi rC ilil�u■�iC�i :Eli. .0 .r uu ► ■�- ' • • • ' • • - • • • ■ ■ a■ �■_■ ■ Hi ■ ■ u ■ n,p % �r,,_�■�=�■6mEl��r=�r%i'�i■ii►r, ' • - - • � i i ' ' • • • • - • 1 aE a iiE■-i�yaC=C■�■■�a ■■■r�i'il► am'i, N.81 �'uu��l' �.a.-: ■ • 1 • 1 • . ■ ■ .. p I �■ � r \ /DC7■L,��■■� C �' - _ • _ - - _ rr It► ' ■ iii i■-■ i ■�iiii ■ E.•►` �ii'// �i 1� •�1�• ► '=r. r►.r iVA ■■ .,■■ C • • • • • • • • • • a s►.r■.•!'C E •• • • • • - • • • ::x.�E.i'Ei .s;G=�- : i E�is::::i. ■ - • . • - _ , /' u ■ • w ■ ■ r'•►' i e �;I+wi�•�. v 1�� ¢urs s=l r • • • • • • - • • ■i Ei=a i` y.E . ni luiv \% i / i C rel 0 aami ■ � ■ ■ � ria. �.� � n■�i .■ - ! ----■r` • • • • • • • _ . i . EEi E .�. .� . ■�..- �G E • ■r■■ ■ ■■■ � ■S ■■► E ■fir r�% �' � � I/ �/./■IN �O� ./u�■� ::�1• • : 1 . , � . . i� .■' ■'�. iii■.. ■ ■� • �' _■ Li.AR7.an/ . irrrur .0 .wima ....,.ii ■u' Z Z Z O w w E3 C3 .moi C3 N Q U U ZE3 W a_ r O o O F— :3 Z) > _ u u Z F- Z W � A W W Lr - � � 4. OU f E x W U a a W Lr_ M J J p (4 ¢ Q ce Z Q J X W W J Q °- F- (L 0- Q F- A A A Z pq 0 W (4 0-4 0 > > > w w w w DIMI DIM R MIX 00p00 H 00 M M 00 Q O .-+ O 0) O ILI � � � iu■ ivaHrurz■uc►, ■/ � !. � � • ,a• um CCCL■r /rvevrwirv' INS p r�'il *u■no■ms�' I ■ HrLa�iwiL �■L■■� PF • 1 /� � ■ ■fir^.r�r,i,� oa■�� =liar w:.%�� '•'/ ._■ ■iilrr n. �� rw • • s .rrl/.La�E,x1 `Z'r �j 1) acv ■ /�tF� •5■1� .% ren � ■ ►.�.i►` s . r X \ • • til •4r:� 's!u�,►xi�d■ ♦ � ,� „v. � r it .� • .• � ® "� • �� \� . • ♦ ��i i■ raj► � \. I� © ��;� r \ �� eari�� i :mace �■.c....i. - • ' 1 - • • ��wc♦� .• � � - • •' 1 - � .Ie P• �C. � • C ■ _ .�.�� . _ E ■ ■■■ E■Citi i r■ ` / ' �• i w■ I 7i /�� I/ � uw�rv�r ..�. ,�r■r ■i.■u�� a MM; asommon ■ aiC� �aa■ i��aiiii - 'iri=Ei� i a�Piiiiil�si:i� � � .• �/ � i C �'►� r' :iii • 1 - `I 1 , • • ' - • r ■ Ci:= eCl■■ ■ R.on q � ♦ ! ♦ , 3%� _�� Vii• • i'T • - • ' • 1 .■m■mass■ p a p ■ - - �E wC=mom 0 ■LaC C ' =i'o �E� : / � ��s. ��S=In�i�C sa��! ■ �► - - - - - ,, .ars• ■ ► . • ■ 3 ■ ■ r a ruai.ri■i � 4 • aa: �isr ■■Cr ■ ■►s � :�r•Ii.r■rs■�,•'�� irk E � • i ■■i■E: ■■rii s ■ ■a■� � °:1�= �� • • ii iil�aili■=' � ,G • - • ■ mama■ aur ■ w s ■. _ _ / ■■�i . r ■: a Ci �E�a�ECC�■ ■Q i► ■ ril�■�= mC��'r=�_�E �Ei '� ■Yi rC ilil�u■�iC�i :Eli. .0 .r uu ► ■�- ' • • • ' • • - • • • ■ ■ a■ �■_■ ■ Hi ■ ■ u ■ n,p % �r,,_�■�=�■6mEl��r=�r%i'�i■ii►r, ' • - - • � i i ' ' • • • • - • 1 aE a iiE■-i�yaC=C■�■■�a ■■■r�i'il► am'i, N.81 �'uu��l' �.a.-: ■ • 1 • 1 • . ■ ■ .. p I �■ � r \ /DC7■L,��■■� C �' - _ • _ - - _ rr It► ' ■ iii i■-■ i ■�iiii ■ E.•►` �ii'// �i 1� •�1�• ► '=r. r►.r iVA ■■ .,■■ C • • • • • • • • • • a s►.r■.•!'C E •• • • • • - • • • ::x.�E.i'Ei .s;G=�- : i E�is::::i. ■ - • . • - _ , /' u ■ • w ■ ■ r'•►' i e �;I+wi�•�. v 1�� ¢urs s=l r • • • • • • - • • ■i Ei=a i` y.E . ni luiv \% i / i C rel 0 aami ■ � ■ ■ � ria. �.� � n■�i .■ - ! ----■r` • • • • • • • _ . i . EEi E .�. .� . ■�..- �G E • ■r■■ ■ ■■■ � ■S ■■► E ■fir r�% �' � � I/ �/./■IN �O� ./u�■� ::�1• • : 1 . , � . . i� .■' ■'�. iii■.. ■ ■� • �' _■ Li.AR7.an/ . irrrur .0 .wima ....,.ii ■u' LIST 1: GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION- WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT.- WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECInCA710NS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W1774 THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED -AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2-71 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF 1 NE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS l/l. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONS7RUC770N INDUSTRY (29 CFR PART 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the tune of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, itis deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 3 mph below the design speed, ©r as determined by VDOT far public roads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTTs video camera inspection procedure and with a VDOT or County inspector present ROAD NOTES - GRA INC 1. 774E LATEST EDI TION OF THE ROAD & BRIDGE SPECIFICA TIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICA77ONS SHALL GOVERN 774E MATERIAL AND CONSTRUCTION METHODS OF 7741S PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 7HE ROADWAY, IT SHALL BE REMOVED FROM 7HE EN77RE ROAD RIGHT OF WAY W1'D714 -AND REPLACED WHERE NECESSARY NTH SUITABLE MA 7ER/AL TO THE SA 77SFAC77ON OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETA TION SHALL BE CLEARED AND GRUBBED FOR 774E EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA TION AND � OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. PA VEM-EN T 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO 774E PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, 7HE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED ME7HOD OF CORREC770N. 2. SUBGRADE MUST BE APPROVED BY- 7HE ENGINEER FOR GRADE, T EMPLA 7E AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 7HE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE I, Il, OR III PRIOR TO PLACING AGGREGATE BASE. 4. 7HE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING A T 774E COUPLE77ON OF 7HE INS TALLA 77ON OF 774E AGGREGATE BASE. IN 774E EVENT THAT 7HE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WYLL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WI REN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP7H, TEMPLA TE, AND COMPAC77ON BEFORE- SURFACE 7REA 774ENT IS APPLIED. 7. PRIME COA T MUST BE APPLIED TO BASE MA TERIAL PRIOR TO PLACEMENT OF ASPHAL T (PRIME COAT RC -250 0 0.3 GAL./SQ.YD.). 8. BITUMINOUS SURFACE TO BE APPLIED /N ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL S7RUCTURES- THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR 7RAFFIC SAFETY, SHALL NOT BE PERMIT7ED N7HIN 774E RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY. PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCATED WITHIN THE S7REE7S RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER- OF ONE- (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH 774E VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS 077-IERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. (VARIABLE WIDTH) 4 " CONC. (3000 PSI AT 28 DA Y, OR STONGER) " 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A SURFACE COU BASED COURT SUBGRADED s X D N I ' TSHAPE TO BE BEVEL I H WITH MORTAR - DO NOT BEVEL INVERT i L_ I NOTES., 1WOU OYN0T ABO"1"Tk OUL.D LMIE N NO C MINIMUM �S! STOP ENDWALL PROJECT ABOVE FELL SLOPE. DITCH SLOPE. OR SHOULDER 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3• &02CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (0• TO 45*). S. OR WALL ANO AIT.L00IIROSB0LM N ALL AREAS EXCEPT WHERE A CONFLICT WITH AVERT >os 302 EW--1.IA 6. WEI. ERT tMIIENREKTIf FOlow EN ERS�TIwiNCUIVTERTi THE INLET END OF THE 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. & ON SHALLOW FILLS WHERE EOOWA.LS ARE 1'OR LESS BELOW SHOULDER THE TOP OF R ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE aF THE ROAD, S. 9.4" CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. ENDWALL FOR CIRCULAR PIPE ENDWALL FOR ELLIPTICAL PIPE Z iL DIAMETIER OF PIPE CULVERT W 0 U F- SIZE Of ELLIPTICAL PPE CULVERT (SPAN x RISO oz - 0 12" 15" 18" 2r OR 24" 2r OR 3Nr 33* OR 30' A 0'-6" O'_r 0'-8" O'-111" r -O- r-0" 0'-6" O'-9" 0'-10" W-tr O'-tr 11-0" r -D" C T-4" r-7" r-9" 2-2" r -B" 2'-9- 0 r-0- 1'-3" T -B- r -(r ri" 31-0" F W-6" m -s" W-0" W-9" 0'-9" W-9" H 2'-3" r -Ir Y -r 3'-8" 4'-3" 4'-9" L 4'-0" 5'-0" 6'-0" W-0" 10'-0" W-0" a W-1/4" 0'-19'4" W-2" 0'-2Ve 014/." 0'-04" A W -r G'-1/0 0'-%" W-2" 0'-2yj" FEE77 8'-6" 9'-2" CUBIC YARDS OF CONCRETE V-111" W-11" COMC.PIPE1 0.241 0.492 10.07 1 1.318 1 2.067 2.947 C.N. PPE 1 0.257 1 0.521 10.739 1 1.398 1 2.116 3.148 >os 302 EW--1.IA 6. WEI. ERT tMIIENREKTIf FOlow EN ERS�TIwiNCUIVTERTi THE INLET END OF THE 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. & ON SHALLOW FILLS WHERE EOOWA.LS ARE 1'OR LESS BELOW SHOULDER THE TOP OF R ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE aF THE ROAD, S. 9.4" CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. STANDARD ENDWALL FOR PIPE CULVERTS 1211-3811 CIRCULAR AND 23"x14" -3311x34" ELLIPTICAL PIPES VRCIMA DEPARTMENT OF TRANBPORTAT(ON A --*I Yk WDT11 OF ENTRANCE-0�,. E3IP*OF JON., 'pXp1SAEPR � 4 EXPT �GurTE� 40 UWAVEO SPACE I I N r OF 811TTER INTRANCE WIDTHN" JDNr =9 M�M1M 12' EDGE OF PAVEMOR ir HALF PLAN A -4J FACE OF GAD -� NOT;'zTzr . 203.03 DRIVEWAY PAVEMENT NO SCALE 06% T03 10% +�s"��AKD.'{.-!DlWAtX SPACE L x12X MA%.1 AK A- �-,-�- s. • Imo -WIDTH OF ENTRANCE 4'-0" RML STIBAN _ LINTS OF �- - ROUTE 4'-00 " LIMITS - ROLITE -�- 4 IML stow PEDE37MM► ACCESS ROUTE OETAL = ROUEEGJLR1IROREW0LEIYMOITNSOEXISTW OORMT-OF W WAIVED � �N10 AALK SPACE B L THAN T. FEOESTRIAM ACCESS ROUTES PROVIDE A CONTMIOUS �CT�1PAANT B ALL ACS �E E ELIP EMENTS S A ►' s' s FACILITY THAT CAN BE APPROACHED. ENTERED AND a. • s. s. LASED BY PEOESTiIANs. ......... . 60 IF *:ou ' AWIA VAX. '2cSI�Eo°is SECTION 0 MRS SLOPE. B -B WNM U80 IN CCOM��NNIQCTN�ONW CkM �TBTTNQSTAfOMD • r-O"� TM ST TNE3MO�INTiAINJ€ CIND OpI1aNA110 TCH x ....... -------- x xx SECTION C -C (LASS A3 OCELLI CM. L 5`_0" I FOR CIM �AIWD GUTTER OILY- M ®PONT OF GRADE CHMIE FOR BIRragswLY X x I2 X MAMA WREASE N SLOPE AT MMM 1D' INTERVALS SECTION MA x x x 3 X MAMMY DECREASE IN SLOPE FOR FIRST 19' INTERVAL AND i X MAXIM OECNEABE FOR 30001JEONC MWIM 10' NNTFJRVALS STANDARD ENTRANCE GUTTER VNCMA DEPARTMENT OF TRAIISPORTATION b% s.' • ►. e. SECTION D -D 502 101.01 0 w ENDWALL FOR ELLIPTICAL PIPE Z iL 0G-8 W 0 U F- SIZE Of ELLIPTICAL PPE CULVERT (SPAN x RISO oz - 0 NOTES= �w 23"04" 30"x18" 34"x2!" 38"924" 42"x27" 45-49" 48"x32" 53"x34~ A 0'-6" O'-9" 0'-10" W-tr O'-tr 11-0" r -D" r-0" B T-2- T-5" r-6" 1'-8" r-9" T -1D" 1'-1f' r -1r C r-8" r-tr 2'-r 2'-4- 2'-S' 2'-7" 2!-8" r-9" 0 1-2" r-7' r-10" 2'-0" 2'-3" 7-5" 2--8" r -1D" F W-8" 0.-B'• 0'-9" 0'-9" 0'-9" 0'-8" 0'-9" 0-9-' 3 2' -KY Y-3" 3'-7- 3-9" 4-0" 4-2" 4-5" 4'-7- L W-5" 7-2" 8'-6" 9'-2" ID' -2" V-111" W-11" 1W_Ir T -111L' 2'-6" 2' -Kr ' -2 Y-" Y-8" 4'-T' 4'-5" - - - - - - - '-/" a-2 -/~ '-4o,"0' 1 4" W-5" W -SM, r -o" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A O-2ya" W -0e 30-0-r 0'- '3 6 MAINTAINED. F_ CRETE OF CUBIC YARDS OF CONCRETE 0- AAT�TEOOPTTIYION CT1HEE COMMACTOR CGNC.PPE 1 0.502 CAN 1236 1 1.500 1 1.811 1 2.101 1 2.512 2.801 STANDARD ENDWALL FOR PIPE CULVERTS 1211-3811 CIRCULAR AND 23"x14" -3311x34" ELLIPTICAL PIPES VRCIMA DEPARTMENT OF TRANBPORTAT(ON A --*I Yk WDT11 OF ENTRANCE-0�,. E3IP*OF JON., 'pXp1SAEPR � 4 EXPT �GurTE� 40 UWAVEO SPACE I I N r OF 811TTER INTRANCE WIDTHN" JDNr =9 M�M1M 12' EDGE OF PAVEMOR ir HALF PLAN A -4J FACE OF GAD -� NOT;'zTzr . 203.03 DRIVEWAY PAVEMENT NO SCALE 06% T03 10% +�s"��AKD.'{.-!DlWAtX SPACE L x12X MA%.1 AK A- �-,-�- s. • Imo -WIDTH OF ENTRANCE 4'-0" RML STIBAN _ LINTS OF �- - ROUTE 4'-00 " LIMITS - ROLITE -�- 4 IML stow PEDE37MM► ACCESS ROUTE OETAL = ROUEEGJLR1IROREW0LEIYMOITNSOEXISTW OORMT-OF W WAIVED � �N10 AALK SPACE B L THAN T. FEOESTRIAM ACCESS ROUTES PROVIDE A CONTMIOUS �CT�1PAANT B ALL ACS �E E ELIP EMENTS S A ►' s' s FACILITY THAT CAN BE APPROACHED. ENTERED AND a. • s. s. LASED BY PEOESTiIANs. ......... . 60 IF *:ou ' AWIA VAX. '2cSI�Eo°is SECTION 0 MRS SLOPE. B -B WNM U80 IN CCOM��NNIQCTN�ONW CkM �TBTTNQSTAfOMD • r-O"� TM ST TNE3MO�INTiAINJ€ CIND OpI1aNA110 TCH x ....... -------- x xx SECTION C -C (LASS A3 OCELLI CM. L 5`_0" I FOR CIM �AIWD GUTTER OILY- M ®PONT OF GRADE CHMIE FOR BIRragswLY X x I2 X MAMA WREASE N SLOPE AT MMM 1D' INTERVALS SECTION MA x x x 3 X MAMMY DECREASE IN SLOPE FOR FIRST 19' INTERVAL AND i X MAXIM OECNEABE FOR 30001JEONC MWIM 10' NNTFJRVALS STANDARD ENTRANCE GUTTER VNCMA DEPARTMENT OF TRAIISPORTATION b% s.' • ►. e. SECTION D -D 502 101.01 DfSEILTABLE SHEET A54 co-" 1`IM Af SIr18WNM AT X:1K ' Ift r6 NP OF GUAM TYPE C PARALLEL & PERKMCL LAR 70ACAM COME OO o 000000 0 00 1 0 0 0 060000 + � o 0 oNa00000ee000 0oo Cx000::::11 D.r 0000000000000 SUME 0006060000000 060000000OOOsO�g PAx uni �'�I TRUNStR DOkE DETECTAlIL ARiiiIG : DEET., CG -12 DETECTABLE WARNING SURFACE 10LT GENERAL NOTES � 01ATMA it TH 0,� SCOTT R. COLLINSZ Lic. No. 035791 � �`SIONAL ��G zJ 0 w W W Z iL 0G-8 W 0 U F- o� oz - 0 NOTES= �w H- W w L TNS ITEM MAY BE PRECAST OR CAST N PLACE. z F�1 (f) 2. CONCRETE TO K CLASS A3 F CAST N PLACE. N �- U 4000 PSI P PRECAST. u.t 'v Z 3 COMINATION CURB i GUTTER HAWG A RAONJS F- OF 300 FEET OR LESS 04LOW FACE OF CUM SHALL (=n y BE PAID FOR A3 RADIALL COMBINATION CUM 4 GUTTOL v v SCALE 4.ORR � STTFBE WA W SOTTO pM� LEL To W AND TO Tli� OF% PCAYfl1ENTANDPARIY C� v 5. ALLGWIIME CNlTEiMA FOR THE USE OF SHEET NO. & o 004 0 BASED ON ROADWAY CLASS FICATION 2" R W NO DESIGN SPEED AS SHOM N APPENDIX A '-' S -Z OF THE VOOT ROAD DESIGN MNNAL. 02 3 6" U E f • • T W U W M I LY ••0 0 p .' d •' 0 .' 7" Q Q Z C3 - - - - - - - - - THE BOTTOM OF TIE CLIMB AND CUTTER WAY BE CONSTRUCTED s" r -o" PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A J Q MMUM DEPTH OF 7" 6 MAINTAINED. F_ CRETE OF CL 0- AAT�TEOOPTTIYION CT1HEE COMMACTOR J 1~1 A �IEFpEI10E COMBINATION 6" CURB & GUTTER Q 105 W W W 302 VIRGINIA, DEPARTMENT OF TRAEPORTATION REV. 9,06 N W N 201.03 DfSEILTABLE SHEET A54 co-" 1`IM Af SIr18WNM AT X:1K ' Ift r6 NP OF GUAM TYPE C PARALLEL & PERKMCL LAR 70ACAM COME OO o 000000 0 00 1 0 0 0 060000 + � o 0 oNa00000ee000 0oo Cx000::::11 D.r 0000000000000 SUME 0006060000000 060000000OOOsO�g PAx uni �'�I TRUNStR DOkE DETECTAlIL ARiiiIG : DEET., CG -12 DETECTABLE WARNING SURFACE 10LT GENERAL NOTES � 01ATMA it TH 0,� SCOTT R. COLLINSZ Lic. No. 035791 � �`SIONAL ��G zJ 0 w W W Z iL W 0 U F- W 0 U F- o� oz - 0 0 �w H- W w Z) z F�1 (f) N �- U U u.t 'v Z F- (=n y Z v v SCALE WA W W W C� v SHEET NO. & o '9y' W '-' S -Z O 02 3 X x U E f A W U W M W P4 LY �� Q Q Z C3 J Q n- F_ ( CL 0- J 1~1 A A A Q 3= W W W Z PCI N W N M w W W W 13 W W W W 4 OC) M 01) 00000 F�F� � W W w O oz - 0 �w � W w z w w O LU w �- o u.t 'v 00 JU L- O � bv o � C LU w +' 0 u.t 'v a (=n y v v SCALE NSA�3 C� v SHEET NO. & o S -Z m v 3 STONEWATER TOWNHOMES GENERAL NOTES 1. OWNER & DEVELOPER: RIO ROAD HOLDINGS, L.L.C. CORPORATE ADDRESS: 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS: 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE. • 434-987-1631 E—MAIL: Scott@collins—engineering.com CONTACT. MR. SCOTT COLLINS J. TAX MAP NO: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT; DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT, DEED 800K 160 PG 107 PLAT 4. ZONING: R-4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WATERSHED: MEADOW CREEK WATERSHED 6. BUILDING SETBACKS: FRONT.• 25 FEET MINIMUM SIDE.- 10 FEET MINIMUM (APPROVED BY THE FIRE MARSHALL) BACK.- 20 FEET MINIMUM 7. DENSI TY.•T—(JWu TOWNHOUSE UNITS PROPOSED WITH THIS PLAN: ?DIN OVERALL STONEWATER DEVELOPMENT'48 UNITS (INCLUDING 14 TOWNHOUSES COHIS SITE PLAN) 1 Ol AC. (INCLUDES 0.78 AC. INCLUDED IN THIS SITE PLAN) DENSITY.• 3.664 OUA 1 $/(J17LlTIES: COUNTY SEWER — AVAILABLE ON SITE COUNTY WATER — AVAILABLE ON SITE 9. SUBDIVISION STREETS: CURB & GUTTER 10.AD✓ACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLAT TMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLAT D.B. 454, PG. 654 PLAT CURRENT USE: RESIDENTIAL (COMMON AREA AND/OR VACANT) STATE ROUTE 631—RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DA TUM AND BENCHMARK REFERENCE., BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS By - KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT 35 FEET 13.MAXIMUM AMOUNT OF IMPERVIOUS COVER ON SITE: 8900 sq. ft. = 0.20 AC 4.EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL—CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE NO LUMINARIES PLANNED FOR THIS PROJECT SHALL EXCEED THE 3,000 LUMEN LIGHT. THERE ARE ALSO NO PROPOSED STREET LIGHTS. �4 15. THE PLANTING OF STREET TREES THROUGHOUT STONEWATER SUBDIVISION SATISFIES THE LANDSCAPE EQUIREMENTS FOR THE PROJECT. ,k6/ APPROVED PEDESTRIAN PATHWAY SHOWN ON OVERALL STONEWATER SUBDIVISION MEETS THE RECREATIONAL ®1/ AREA REQUIREMENTS FOR THIS TOWNHOUSE SITE PLAN. 17. PARKING: �v REQUIRED PARKING: 14 UNITS X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 PROVIDED PARKING: 28 DRIVEWAY SPACES + 4 SPACES (STONEWATER DRIVE) I&CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. 19.COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 20.NO FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. r2A THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH THE SUBDIVISION LATS HAVE BEEN APPROVED (SUB -2007-00077 AND WPO -2007-00045 RESPECTIVELY). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. (bLAXIMUM 22. LUTILITIESSHOWN SHALLBE DE A TO PUBLIC USE. AREA OF PROPOSEDUSE/ AREA OF PARKING AND CIRCULATION: 11 C. Revision Index Rev. Date Description of Revision (all changes listed) Sheets Revised 0 8/11/08 ORIGINAL PLAN SUBMISSION ALL 1 6 08 09 RESUBMITTAL OF EXPIRED SITE PLAN ALL 2 07 13 09 REVISED PER SRC COMMENTS ALL 3 10 13 09 REVISED PER ALBEMARLE COUNTY COMMENTS ALL 4 03/08/10 REVISED PER ALBEMARLE COUNTY COMMENTS ALL — — — — — PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC -3A DITCH r-71 I DEPTH OF EC -3A DD17"- SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA /moi / ii//ii�� ----_ �� \ \� \\\\\ \\\\ � �'•� ��/� ( / 74/ -- / / / /� 1/3IC�'2L3�� . % v / _ Lo 726 LOTl�T 1 2 I I III I ! \vv oT y1 v\LbT�16 — /�— v�� vv IIII �I}VA`1(111 111 16000 § D / \ � LN 6T, Lin a--- _ STONEHE SUBDI I ip / --moi dor s V RALL E e w. 4 LA UT/,A SCAL : 1 " 20 y — CURRENT OWNER/DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293.3719 9/ VICINITY MAP SCALE: 1" = 1500' LEGEND EXISTING CULVERT Sheet Number EARTH DITCH CULVERT COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 DRIVEWAY CULVERT DROP INLET & STRUCTURE NO. SITE PLAN DETAILS BENCH MARK CURB 5 TOTAL NUMBER OF SHEETS o � CLEARING LIMITS CURB & GUTTER — — — — — PROPOSED PAVEMENT T VDOT STANDARD STOP SIGN EC -3A DITCH - -"" - EXISTING CONTOUR DEPTH OF EC -3A DD17"- 20o PROPOSED CONTOUR EC -2 DITCH 84055 PROPOSED SPOT ELEVATION O O TBC DENOTES TOP/BACK OF CURB DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE PLAN S-2 SITE PLAN DETAILS LL -1 LANDSCAPE PLAN 5 TOTAL NUMBER OF SHEETS DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION D Ao. 035791 L� �j- 10'x) F— r- I F- F- SCALE 072006 SHEET NO. T-1 eu o � CD\ 0 o c'':' 0 CO o COo 0 \ \ o w wLLJ o � toU ZQ O O W J 0 o Li r z z r z z 0z O ~0 El H 0 (1) O 0 Z I A W w w w ~ ae X o¢oe > X � f w w w LLI N w U 0l w J w J p V Q Q Z Q J Ld d' 2 J Q w w w Q f w w w Z w v7 0 0 V) > > > w w w w SCALE 072006 SHEET NO. T-1 eu o � CD\ 0 o c'':' 0 CO o COo \ \ o o � SCALE 072006 SHEET NO. T-1 �\ I , I� III ,'� �� • ��1 '� • �! • • • / • � f � q� .fit' gI1Fol1� / • • 99p�'_. LIA R • l rl HS • ` •.� ` r �� , . � � s:;.� • �Id■.■l11:H11■■ p�r.[y1r'�� :g.�ee �� - !y ■■ • .. -!•/ • • 0 � � . �/ ' •,• ` �� '•♦ iii:ilial\Yr. ...R•G +r ��i \ • � • �::::::IRI: :::::■I ® ® - _ I ' S� � �� . '` / 3111 ■IIn♦'Ilfl% 11 !p. ■■ na■■I VII• �•. • � �� ' � ' , / • /�;.:uiiii1/� I :::�'I�SI, �. I \ ► -`.. I• � � . / � '1 � � _ J.n LCILI,.L.Cq .•;n•..I /`�♦ 3311 ■/./A I/■ \!■�:W:' '•` . i,\�i•/� ( ,.� ��\.:''�`.., °• \.� ••. , EII■IaaraCnn,'ICV -EEL �� s. �►�� , � i� �� I \,� � I . v • .■ 1 [ / !ue n. n III e�! • • � s� II i ei i iNs=:i=r ii ALO �, ." /.II:I�s�"I':::::::: • • � � ' � y / ` � 1 \ � � /j/ 'ri • arnl�nur iii.' n ■■ .N i . ■ Aalln'I9 ■ ■ n■' (0 i \ � / • • \� 'ill ■nHrn9E�ii■ !' �nr • p/ � •\\ • \ `\\ �,/ as � ♦ •• •• �IN.�.II�I �■��:�C�I �,. �� R�O � Ir �� I�� • �'� � :viii:u:i�s'sirv.��iv� "'S.Ell BOOM= I\«.�j� •® • ` \ i ��c=:ri%��i:u�:+/u�=i� • • �1�•v� 1 ! SCOTT R. COLLINS'Z Lic. No. 035791 a Po ewe 1ST ANAL E�C;1 p L9 • 1 r i ■■ � . 1111. ■ •:a� :r•e-. nnr •• r I �`�® � \ • �y=�p ■:NY�■r o.■ ■733:3 . J i:NNu■Nur. nl ' � i`� • � • nro■zNecrn► � � ♦ ` . ♦ • ;i,� a F':w�:::iii:I % wil � ■azw • �II 1 - uUp1 0♦ / / • ••� pl uQ� �"'III /I �� ♦1 a��.� � � � �' • " • \ ..:.�:: as:a•a • • • �•� ' `e®'S .� � � 1 ��:i'iVur � rearru a � •• 1 L9 mum Ln aWAR • ♦ Iv w xNgg■1�� . � �- � �• %!/ �. . � iia: . .: ��: �i40°:mei . . 1 • '�� .n• Y yj �... ♦ ;�!�,� �.",'. .!%i!"'� Vii' • 1 i' � �''' . .. ' eek:■;:.:::.e:.:.. ' 3=:: , - `Try ♦.�%• I � I I�CUIe aw■■ ■ a1■ ■ ■■ _., /.C■■■ ■■I ■� • • . - • • ' • . • • "mel .�►,i!':� `�=:o::i:ITi- a::: :; • n w ■:■ N rr in■ u■ • � •• •• • ffIffl4. � 1 r.■tl�1�1..: •�al�aN::■■�11:•Y::� ::■N�� N ■ ��■: �I�i,:gy/■■ ■■ ■ \� Y •' , ■wr.I\l ■!/\P N a■ JN��xe■: e04�:■: ■.��_ - .� N ■\ ■■ ■ _��. , • r" r� .,' ,mr.■an n'•.y+■.i i�/�iii il do It ie5a■=,r,/N� wpnomwe.� I ,• ��.. • 0 :•`:i:•wa r' ei/�ir•C-am i:IsI/- i■i :- �i \ •• • ,• /. �ry.�!,.. ' /' iIi rmewrI`rf!! .:rilf ■SCI::::• ,'•I • �,�` •� ,/•p :I:•If!pl:l=11 a,N:■ar • % . • wnC::•n■: •� ✓, ° wn Fa I:'nn■w■Nir ex■N / 1 . • • • • • • } . noml Nx :......e...:n� _ ......::.�i::::oe:::::� ♦ \ �, af:m r■nn n.�iinnr•nnlrn■nav , • i:::•:::aam :% n , i■�_ ::?'::..x as a:::►i:i:Ci:i::01 e • • • • • 1 , • - • • • - • • • , • • • - • ' • . - ` • • • • . . • . • . . i■N■:wal NnnN■ w!■e-N■.-,■ / S.. � i ■��::i�I}} ■■ !� n.wuun-, N �p■■pwxa:■Nxe N:■ee! ■axN /: :�:i%i:=►�:r�rI::•■:ii:in ui:inir • • • • � • • • • • • • • • . - • • - • • • • . WIN a00 on onumn : � u:a.Yili:p.•iii�•i�:!p:::A:�OpI . .. � - � , • • . • • • , . • - I ,N■■nso Eamon on 11 aopw■n:�.N■'e:■nN ■Na■■= ! •. I d[r%:�1 ia,�l� Ci ::.:Ca" • . , .. • . • , . aN■n=naa■■=n■ia■:aai ■NMR unaww■e:a■ie�.:i■, r =■ii/I� ¢ •i! ■ •rII i ■•�N■■ ' • • . . • • • • • • • - • • • • • .■ ■ a■ Na ■,Na■ , ■■aril■„a::::::::::•::::,:::::n. �:� !,■• 13�.'••, • :.is ,.0■n . . ■ a :nNn= ■Na■ ■■n■■ C LyQ.Uin�I qqI■Y P♦■ /I ,,Q '�. •!' - • • • 1 :e:: ■ a•::::::1:O:O::•a ::/ A ,: • •� e:�' ►i�.]� • :a:� • 1 • - - . • ` : • . - • • - • • • 1 Nn....■:ma■■■,ma ■ia■ri MEww,Nai, ■ imi .:- ■Nm•:■.irna=ev:le:::i�. so a am op w a:,xnruw, m,:nv■a. sami • • • • - • . . : • • - . . - ' / I■NN•:•:ia•::3•■C::::•e::CC:QiuiC:C:::::i�::C=:i�l\Iii/ • filiC:i■•i:IRiiwii i.�::► f€n:::CII / a :::■ia ■n■N■ nwueea nu■!■■ NNaa nn:■ •:■� �u■ r: .pei°�Nci.iul Ci :��,.l!o ' . • • . • ff • • • • • • • • . • ' I' • . aeeeu■ zoom Blow ■we .N�i ■C:rii -ia:� iI.i�u i ? •� ■ w�r..,nN.Nu■on ■ • - - • •on y �!. ial•■e..•-Il.eeee■.■■eei■C.a .■ n . • • •wo so No a. •a�w•!o. • • . • • • • - • • • / / / i EXISTING WAItK 2. BANDONED WATER SERVICES ALONG THE 18” WATER LINE SHALL BE ABANDONED AT THE MAIN. CALL RWSA 3 — —METER TO BE SCALE: 1"= SINESS DAYS IN ADVANCE TO SCHEDULE AN INSPECTOR FOR THIS WORK. o REMOVED ($: LL EXISTING RWSA VALVES (GATE VALVES AND AIR RELEASE VALVES) WILL BE RAISED TO MATCH THE FINAL SHEET NO. n 0 GGRADED OF THE NEW PAVEMENT FOR RIO ROAD. S-1 t 1 o w w d O O Z Ln J W Z d W Z z Z Oz O D D N rn Z U U W 7 f X X U E E W W W W U p U 10� W J W J p 0 Qce Q Z QJ Q' W' p J Q W W W �I.-a-a-a- H II q A Q F w w w ? W 0 U 0 > > > K W W W W 01 ae I QY I 0,� w 0 0 0 CD 0 0 \ \ \ IL Co (+7 �.\j OD .. o \ � CO cy) O O O O p L9 • 1 r i ■■ � . 1111. ■ •:a� :r•e-. nnr •• r I �`�® � \ • �y=�p ■:NY�■r o.■ ■733:3 . J i:NNu■Nur. nl ' � i`� • � • nro■zNecrn► � � ♦ ` . ♦ • ;i,� a F':w�:::iii:I % wil � ■azw • �II 1 - uUp1 0♦ / / • ••� pl uQ� �"'III /I �� ♦1 a��.� � � � �' • " • \ ..:.�:: as:a•a • • • �•� ' `e®'S .� � � 1 ��:i'iVur � rearru a � •• 1 L9 mum Ln aWAR • ♦ Iv w xNgg■1�� . � �- � �• %!/ �. . � iia: . .: ��: �i40°:mei . . 1 • '�� .n• Y yj �... ♦ ;�!�,� �.",'. .!%i!"'� Vii' • 1 i' � �''' . .. ' eek:■;:.:::.e:.:.. ' 3=:: , - `Try ♦.�%• I � I I�CUIe aw■■ ■ a1■ ■ ■■ _., /.C■■■ ■■I ■� • • . - • • ' • . • • "mel .�►,i!':� `�=:o::i:ITi- a::: :; • n w ■:■ N rr in■ u■ • � •• •• • ffIffl4. � 1 r.■tl�1�1..: •�al�aN::■■�11:•Y::� ::■N�� N ■ ��■: �I�i,:gy/■■ ■■ ■ \� Y •' , ■wr.I\l ■!/\P N a■ JN��xe■: e04�:■: ■.��_ - .� N ■\ ■■ ■ _��. , • r" r� .,' ,mr.■an n'•.y+■.i i�/�iii il do It ie5a■=,r,/N� wpnomwe.� I ,• ��.. • 0 :•`:i:•wa r' ei/�ir•C-am i:IsI/- i■i :- �i \ •• • ,• /. �ry.�!,.. ' /' iIi rmewrI`rf!! .:rilf ■SCI::::• ,'•I • �,�` •� ,/•p :I:•If!pl:l=11 a,N:■ar • % . • wnC::•n■: •� ✓, ° wn Fa I:'nn■w■Nir ex■N / 1 . • • • • • • } . noml Nx :......e...:n� _ ......::.�i::::oe:::::� ♦ \ �, af:m r■nn n.�iinnr•nnlrn■nav , • i:::•:::aam :% n , i■�_ ::?'::..x as a:::►i:i:Ci:i::01 e • • • • • 1 , • - • • • - • • • , • • • - • ' • . - ` • • • • . . • . • . . i■N■:wal NnnN■ w!■e-N■.-,■ / S.. � i ■��::i�I}} ■■ !� n.wuun-, N �p■■pwxa:■Nxe N:■ee! ■axN /: :�:i%i:=►�:r�rI::•■:ii:in ui:inir • • • • � • • • • • • • • • . - • • - • • • • . WIN a00 on onumn : � u:a.Yili:p.•iii�•i�:!p:::A:�OpI . .. � - � , • • . • • • , . • - I ,N■■nso Eamon on 11 aopw■n:�.N■'e:■nN ■Na■■= ! •. I d[r%:�1 ia,�l� Ci ::.:Ca" • . , .. • . • , . aN■n=naa■■=n■ia■:aai ■NMR unaww■e:a■ie�.:i■, r =■ii/I� ¢ •i! ■ •rII i ■•�N■■ ' • • . . • • • • • • • - • • • • • .■ ■ a■ Na ■,Na■ , ■■aril■„a::::::::::•::::,:::::n. �:� !,■• 13�.'••, • :.is ,.0■n . . ■ a :nNn= ■Na■ ■■n■■ C LyQ.Uin�I qqI■Y P♦■ /I ,,Q '�. •!' - • • • 1 :e:: ■ a•::::::1:O:O::•a ::/ A ,: • •� e:�' ►i�.]� • :a:� • 1 • - - . • ` : • . - • • - • • • 1 Nn....■:ma■■■,ma ■ia■ri MEww,Nai, ■ imi .:- ■Nm•:■.irna=ev:le:::i�. so a am op w a:,xnruw, m,:nv■a. sami • • • • - • . . : • • - . . - ' / I■NN•:•:ia•::3•■C::::•e::CC:QiuiC:C:::::i�::C=:i�l\Iii/ • filiC:i■•i:IRiiwii i.�::► f€n:::CII / a :::■ia ■n■N■ nwueea nu■!■■ NNaa nn:■ •:■� �u■ r: .pei°�Nci.iul Ci :��,.l!o ' . • • . • ff • • • • • • • • . • ' I' • . aeeeu■ zoom Blow ■we .N�i ■C:rii -ia:� iI.i�u i ? •� ■ w�r..,nN.Nu■on ■ • - - • •on y �!. ial•■e..•-Il.eeee■.■■eei■C.a .■ n . • • •wo so No a. •a�w•!o. • • . • • • • - • • • / / / i EXISTING WAItK 2. BANDONED WATER SERVICES ALONG THE 18” WATER LINE SHALL BE ABANDONED AT THE MAIN. CALL RWSA 3 — —METER TO BE SCALE: 1"= SINESS DAYS IN ADVANCE TO SCHEDULE AN INSPECTOR FOR THIS WORK. o REMOVED ($: LL EXISTING RWSA VALVES (GATE VALVES AND AIR RELEASE VALVES) WILL BE RAISED TO MATCH THE FINAL SHEET NO. n 0 GGRADED OF THE NEW PAVEMENT FOR RIO ROAD. S-1 t 1 L L1,5'1' 7: 1 11"S A 1wAy 1..• 1. PRIOR TO ANY CONSTRUCTION- WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC71ON TO ANY EXIS71NG ROAD, A PREMIT SHALL BE OBTAINED FROM 7HE VIRGINIA DEPARTMENT OF IRANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT; WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3 EROSION AND SILTA710N CON7ROL MEASURES SHALL BE PROVIDED �IN ACCORDANCE W7H 7HE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TOANY CLEARING, GRADING OR 07HER CONSTRUC710N. 4. ALL SLOPES AND DISTURBED -AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2-71 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3--1 OR BETTER ARE TO BE ACHIEVED. 6. COUNDTY ENGINEER, OR DESIGNEE,, IT IS DEEMED NECESSARY N MA T LINED DITCH MA YIN ORDERRED WNEN IN 7HE OPINION F THE To STABILIZE A DRAINAGE CHANNEL. Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM W 7H THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS 07HERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA71ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONS7RUC770N INDUSTRY (29 CFR PART 1926). General Construction Nates for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed ,subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, itis deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs we 5 mph below the design speed, or as determined by VDOT for public mads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase muterial at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOTs video camera inspection procedure and with a VDOT or County inspector present ROAD NOTES - GRAM 1. THE LA TEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA TIONS, 7HE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPAR7MENT OF 7RANSPORT4770N SPECIFICA77ONS SHALL GOVERN 774E MATERIAL AND CONS7RUC770N METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 774E ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH -AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA 77SFAC77ON OF 774E ENGINEER- S. ALL GROWTH OF TREES AND VEGETA 77ON SHALL BE CLEARED AND GRUBBED FOR 774E EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND -OVERBURDEN TO -BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUVION OF THE SUBGRADE. PA VEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF 774E SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 774E PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY- 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC77ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE I, ll, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN 774E EVENT 7HA T THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA TION- OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGA Tt SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON BEFORE- SURFACE 7REATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. B1 TUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WI774 CURRENT VIRGINIA DEPAR7MENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT: POSTS; WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY- . PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPOR TA 77ON MAY BE LOCATED WITHIN 7HE STREETS RIGHT OF WAY. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COINER OF ONE- (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI TIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPAR77WENT OF TRANSPORTAION SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA RSFAC77ON OF 7HE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. (VARIABLE WIDTH) 4 - CONC. (3000 PSI AT 28 DAY, OR STONGER) • = 4 • \- 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" SM -9.5A SURFACE COURSE &SFO COU R SUBGRADED s x o � 1 ' TSIAPE TO BE BEVELED H WITH MORTAR __--� • . .4t� � 7r, � DO NOT BEVEL. AVERT - I b EW -1.1A 105 302 ��'--- - L PIPE 0% NOTES: NOTES= DIAMETER OF PIPE CULVERT L "M__, ' Ml1Y IfmlKuNTI�FIO"EULDLNE N NOC.II TOP OF IDW ENDMIIIL B' CULRT cW1ERETMFDIow EN ERs TFEACULVTERTi 'LET END of THE PROACT ABOVE FILL SLOPE,DITCH SLOPE.OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SOUARE 2. THIS REN MAY BE PRECAST OR CAST N PLACE. EDGE OR BEVEL EDGE. 3, 101 rT N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET & ON SWALLOW FILLS WHERE ENDWALLS ARE I* OR LESS BELOW SHOO DER THE TOP OF M WALL SHALL BE CONSTRUCTED PARALLEL TO THE LINEEHD a -B" CRAOE OF THE ROAD. 4. THIS STANDARD To BE USED WITH STRAIGHT CROMMOS AND ALL SKEWS 40* TO 43•>. 9. V4" CHAFER MAY BE PROVIDED ON ALAI. EDGES AT MANUFACTURER'S OPTION. 5. ALLBE N ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT r -O" t1"Ko OCCUR a -TF' 105 302 ENDWALL FOR CIRCULAR PIPE 0% U% NOTES= DIAMETER OF PIPE CULVERT SIZE OF ELLIPTICA- PIPE CULVERT (SPAN x RISE) L THIS ITEM MAY BE PRECAST OR CAST N PLACE. y� ,i 18" 18" Y V.� �� 2r OR 24" Zr 0 IY Mp OR 30' A a -B" O' -1Y' a-9" a-tr r-0' r -O" B a -TF' r -r a-3" r -B" T -Y" r-0" C r-4" 11-7" 1'19" r-2" r -e" 2'-9" 0 r-0" r-3- r-8" r -O" I r -r 3'-0" r a -B" W -I- I a -Ir 0'-9 a -r a -r- H r-3" r-ir Y -r 3'-9" 4'-Y P-9" L 4'-0" 5'-0" /'-0" I'-0" 10'-0' 12'-0" a 014/4" 0`4%- a-2" a-2Ve a -*e a -3V4" b a -r x•11/4" a-1/:•' a-2" 0'-2Ve a-3" 9'-2" W'-2" CUBIC YARDS OF CONCRETE Ir -r it-ir CONC. PIPEI 0.241 10.492 10.697 1 1.319 1 2.007 2.947 C.M. PPE 10.257 1 0.521 10.739 1 1.391 L 2.0 3.45 105 302 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRM LAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION AST rpm of am NORMA. sirup H&F PLAN r Aoft TTO loft CWAK J•.N_UPARD_L_vwwALv,wm----J �- CURB me GUTTER FOR SDEWALK. cum DRIVEWAY PAVEMENT NO SCALE SECTION A -A OF ( __ E WIDTH 4'-O" IMG. LIMITS OF PEDESTRIANWITIT°Fauw ROlU � - 4�'O"�� ■ NOW -CAW 4 IMI PEOESTRIMI ACCESS ROUTE OETAL MRIpIT-OFWAY IS RE F ND OF P ACCESS ROUTE oIFEID EXISTM OR PROPOSED VWT RIGHT OF W X XftV9 SPACE ANDVNIALK 9M LE�54"TL r. PEOEMIAi ACCESS ROUTES PRIOVDE A CONTINq U OBSTRUCTED STABLE. FEDI AND SLP RESISTAPATH OW'ECTMR: AL ACC�E0.ELEMBITS OFAIRY THAT CAN BE ENITERRED U.USED BY PEDESTRIANS....0.0.0.0. * MMIIMNI ION 4' A'1ISrRi+"Gls SECTB-e LIE WITH A MAX 2X Md HUM $I CONIINICTIOM WITH STANDARD TTN! Np{NT�iyIM To THIS i. .......... SECTIO!! In ®PONT OF GRADE CHAIM ■ Z 12 % MAXIMUM INCREASE IN SLOPE AT MBNA 10' I FIRVALS X x Y 3 X MAXIMO DECREASE N SLOPE FOR FIRST 10' INTERVAL ANO B X MAJIMM DECREASE FOR 3UCCMONG MIMAIM 10' INTERVALS STMWARD ENTRANCE GUTTER VIHDNA DEPARTMENT or TRNOPORTATION 502 101.01 00 ENDWALL FOR ELLIPTICAL PIPE 0% U% NOTES= SIZE OF ELLIPTICA- PIPE CULVERT (SPAN x RISE) L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 23"04" 30"x10" 34"x22" 38"44" 42"127" 45"mM 49"x32" 53"134" A a -Ir 0'-9" a-10" a-tr 47 -ti' 11-0" r-0" r-0" B T-2" r-5" T•B" 1'-I" T-9" T-0' 1' -TI" r -Ti' C 1-8" r -Tr 2'-1" 2'-4" 2--5" 2'-7" 2'-8" 2'-9" 0 r-2" r -r' r-0" r-0- 2--3" 2--5" r-8" 2'-0" F O -I" a -I" I a-9" O. -r" a -r" 01-9" a-9" a-9" H 2'-0' 3'-3" Y-7" 3'-9" 4'-0" 4'-2" W -S" 4'-7- L W-5- 7'-2" &-I" 9'-2" W'-2" 1D' -TR" Ir -r it-ir S T-11" r -B" 2'-10" 3'-2" Y -B" Y -r" 4'-T' 4'-5" a a-2%" a-31/4" a-3A/s" 0'-4" 0'-41/=" 0`-4 a-5" a -'S1/:" b a•2" a -We" 17-04" 0'-3" a-3VI" a -31x4" a-4" a•4y:" CUBIC YARDS OF CONCRETE CONC.PPE 0.502 0.5SS I UM 1 1.500 1 1.811 2.01 2.br! 2.801 STANDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRM LAR AND 23"x14" -53"x34" ELLIPTICAL PIPES VIRGINIA DEPARTMENT OF TRANSPORTATION AST rpm of am NORMA. sirup H&F PLAN r Aoft TTO loft CWAK J•.N_UPARD_L_vwwALv,wm----J �- CURB me GUTTER FOR SDEWALK. cum DRIVEWAY PAVEMENT NO SCALE SECTION A -A OF ( __ E WIDTH 4'-O" IMG. LIMITS OF PEDESTRIANWITIT°Fauw ROlU � - 4�'O"�� ■ NOW -CAW 4 IMI PEOESTRIMI ACCESS ROUTE OETAL MRIpIT-OFWAY IS RE F ND OF P ACCESS ROUTE oIFEID EXISTM OR PROPOSED VWT RIGHT OF W X XftV9 SPACE ANDVNIALK 9M LE�54"TL r. PEOEMIAi ACCESS ROUTES PRIOVDE A CONTINq U OBSTRUCTED STABLE. FEDI AND SLP RESISTAPATH OW'ECTMR: AL ACC�E0.ELEMBITS OFAIRY THAT CAN BE ENITERRED U.USED BY PEDESTRIANS....0.0.0.0. * MMIIMNI ION 4' A'1ISrRi+"Gls SECTB-e LIE WITH A MAX 2X Md HUM $I CONIINICTIOM WITH STANDARD TTN! Np{NT�iyIM To THIS i. .......... SECTIO!! In ®PONT OF GRADE CHAIM ■ Z 12 % MAXIMUM INCREASE IN SLOPE AT MBNA 10' I FIRVALS X x Y 3 X MAXIMO DECREASE N SLOPE FOR FIRST 10' INTERVAL ANO B X MAJIMM DECREASE FOR 3UCCMONG MIMAIM 10' INTERVALS STMWARD ENTRANCE GUTTER VIHDNA DEPARTMENT or TRNOPORTATION 502 101.01 EfSEBTI4BLE SHEET A59 00 oB-e 0% U% NOTES= L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N MACE. W \ 4000 PSI IF PRECAST. � 3. COMBINATION CURB k GUTTER HAVING A RADIUS r, Or 300 FEET OR LESS CALOW FACE OF CUM) SHALL r, M BEPRS FOR AS RADIA. COMBINATION CURB k GV 4 FOR R� .4 ,-. BOTTOM OF D L0. TO � TO hAND AND OFSIIAVENMENT. 000�o 5. ALLOWABLE aBTM FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A R OF THE VOOT ROAD OEM MANUAL. p 6" ao aoaaaaNl� *00007411iO019itOb 4 0 0 0 0 0 0 0 0 0 0 0 6 0 oao00:00N;!N�a4 ' e o e e e N90oo17Ii10600000 0 0 0 0 0 001 0 0 0 0 0 0 -- - - - - - - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED OF 9" r-0- a0.T� COURSES PROVIDED A MIH U M DEPTH OF 7" IS MANTANED. GENERAL NOTES ,gl T0HUS AREA MAY ME CONq OF TIE TOR A THE OPTION COQIIBMIATION 6" CURB 8c GUTTER 105 9/00 sotREV. VIROMA OEPARDWIT OF TRA/LSPORTATIM 201.03 EfSEBTI4BLE SHEET A59 00 ON 0% U% GENERAL NOTESf t Tint BLNECNALE WAMM SOL R PVIOA= Ir =1111MID MMM a A+4 N W \ OF TUBti STN � TYPIE A PFRPIENDO LAR r, m r, M S tMO TLOQn H0•M�X rOaR HMMBR,�' mit r iR eNi a a018 Mrw�s TYPE 8 .4 ,-. Q� �pH�j�irlera PkI.EL 7. 1�.tilEfW ti15 � Now WH" D ffT mmi,G" N, 000�o NN ""°' ' ' rx" � AB no OF CWM 1L 4 TYPE C PARALLEL Ii PEFIFtNOK 9LAR TNIQD ry t� �py�� t � iMll � M�' f YMITIi TNT w0'IM Ih►TNM� H�" , �. 1R#RGiEID DOHS ao aoaaaaNl� *00007411iO019itOb 4 0 0 0 0 0 0 0 0 0 0 0 6 0 oao00:00N;!N�a4 D.! O00a0a0000000 N90oo17Ii10600000 0 0 0 0 0 001 0 0 0 0 0 0 P•� PAN LIIkT! TRIIN8tTA�.��pp DOW DETE.CTAX@tTEW ARMC �� T1 4 CG -12 DETECTABLE WARNING SURFACE GENERAL NOTES ,gl S 0� SCOTT R. COLLINS'_Z Lic. No. 035791 1SIONAL Els F_ F_ O W LLI a f � ~ Z ZU) U U U.) a_ } �. o o F_ _ : O D �� Z Z O U Y/ fi LLJ (,Y--, X _J _J H � CL X L) X X PCI>W W W , Z M. (4 Q Q W (4 LL. ce Q J W W M J a- � n 0- H- J F_ A A A Q W W W z W N N N 0(4 >>> W W W W E3 IX M W (y- )A z g CL W FINWW 0 cL a� UJ v 0 a 1 T• v, E; 1 W Ith,0000 o. W W Z. W W 0 w Z� W �o W �.. O �. O 00 W J 15 W t W Ce= n- .,n SCALE N/A SHEET NO. S-2 z= 00 ON 0% U% o W \ � � r, m r, M 00 .4 ,-. o D N, 000�o )A z g CL W FINWW 0 cL a� UJ v 0 a 1 T• v, E; 1 W Ith,0000 o. W W Z. W W 0 w Z� W �o W �.. O �. O 00 W J 15 W t W Ce= n- .,n SCALE N/A SHEET NO. S-2 z= • MR • 4.4 n 7,1 + Q l J L. U STONEVVATER TOVVNHOMES GENERAL NOTES 1. OWNER & DEVELOPER: RIO ROAD HOLDINGS, L.L.C. CORPORA TE ADDRESS. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VA 22903 STREET ADDRESS.• 590 RIO ROAD EAST CHARLOTTESVILLE, VA 22903 2. ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 TELE.• 434-987-1631 E-MAIL: Scott9co/lips-engineering.com CONTACT MR. SCOTT COLLINS J. TAX MAP NO: 06100-00-00-18400 (RIO MAGISTERIAL DISTRICT) DEED BOOK 3321, PG 1, 11 PLAT; DEED BOOK 2984 PG 655; DEED BOOK 699 PG 699 PLAT; DEED BOOK 160 PG 107 PLAT 4. ZONING: R-4 (RESIDENTIAL) ENTRANCE CORRIDOR: NONE 5. WA 7ERSHED: MEADOW CREEK WA 7FRSHED 6. BUILDING SETBACKS: FRONT 25 FEET MINIMUM SIDE: 10 FEET MINIMUM (APPROVED BY 7HE FIRE MARSHALL) BACK. • 20 FEET MINIMUM DENS/ TY- TOWNHOUSE YTOWNHOUSE UNITS PROPOSED WITH THIS PLAN: 14 TOWNHOUSE UNITS ON 0.78 AC. OVERALL STONEWA TER DEVELOPMENT 48 UNITS (INCLUDING 14 TOWNHOUSES CONTAINED IN THIS SI7E PLAN) 13.01 AC. (INCLUDES 0.78 AC. INCLUDED IN THIS S17E PLAN) DENSITY 3.664 DUA 8. UTILITIES• COUNTY SEWER - AVAILABLE ON S/ 7E COUNTY WATER - AVAILABLE ON SI7E 9. SUBDIVISION STREETS. CURB & GUTTER IO.ADJACENT PROPERTIES STONEHENGE SECTIONS 7 AND 8 D.B. 614, PG. 512 PLAT. STONEHENGE SECTION 6 D.B. 586, PG. 405 PLAT, D.B. 567, PG. 404 PLAT. TMP 61A102 -02A, N/F STONEHENGE HOMEOWNERS' ASSOCIATION, INC. D.B. 570, PG. 278, D.B. 570, PG 266 PLA T IMP 61-183, N/F ALBEMARLE HOUSING IMPROVEMENT PROGRAM, INC. D.B. 2897, PG. 464, D.B. 665, PG. 147 PLAT, D. B. 454, PG. 654 PLAT CURRENT USE: RESIDEN77AL (COMMON AREA AND/OR VACANT) STATE ROUTE 631 -RIO ROAD EAST VARIABLE WIDTH RIGHT OF WAY 11. DATUM AND BENCHMARK REFERENCE.• BOUNDARY, EASEMENTS, AND PLAT DATA BASED ON SURVEYS BY - KIRK HUGHES & ASSOCIATES 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 12.MAXIMUM BUILDING HEIGHT 35 FEET 13.MAX/MUM AMOUNT OF IMPERVIOUS COVER ON SITE. 8900 sq. ft. = 0.20 AC 14.EACH OUTDOOR LUMINAIRE EQUIPPED WI7H A LAMP THAT EMITS 3,000 OR MORE IN177AL LUMENS SHALL BE A FULL -CUTOFF LUMINAIRE. THE SPILLOVER FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. NO LUMINARIES PLANNED FOR 7HIS PROJECT SHALL EXCEED THE J,000 LUMEN LIGHT. 7HERE ARE ALSO NO PROPOSED STREET LIGHTS &15.APPROVED PEDESTRIAN PATHWAY SHOWN ON OVERALL STONEWA TER SUBDIVISION MEETS THE RECREATIONAL AREA REQUIREMENTS FOR THIS TOWNHOUSE SITE PLAN. 16. PARKING: REQUIRED PARKING: 14 UNITS X 2 SPACES/UNIT + 4 GUEST SPACES (1 PER 4 UNITS) = 32 PROVIDED PARKING: 28 DRIVEWAY SPACES + 4 SPACES (PENFIELD LANE) 17.CON7RACTOR SHALL VERIFY LOCATION AND ELEVA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STAR77NG WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVA 77ON IS DIFFERENT FROM TNA T SHOWN ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS. 1&COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CON7RACTOR'S WORK, SAFETY PRECAU710NS, SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULA770NS WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 20.NO FLOODPLAIN LIMITS EXIST WITHIN THE PROPERTY BOUNDARY. 21. THE ROAD PLAN, AS WELL AS THE ESC AND SWM PLANS, THAT WERE SUBMITTED WITH 71-1E SUBDIVISION PLATS HAVE BEEN APPROVED (SUB -2007-00077 AND WPO -2007-00045 RESPEC77VELY). THIS PLAN CONSISTS ONLY OF THE 14 TOWNHOUSE LOTS ALONG RIO ROAD EAST. 22.ALL U77LI77ES SHOWN SHALL BE DEDICA7F'D TO PUBLIC USE. 23. MAXIMUM AREA OF PROPOSED USE. a72 AC AREA OF PARKING AND CIRCULA 710N: 0.11 AC. Revision Index ,,,y... EARTH DITCH Rev. Date E-1 Description of Revision (all changes listed) Sheets Revised D )8/11/08 SITE PLAN DETAILS LL -1 ORIGINAL PLAN SUBMISSION ALL 1 36 08/09 RESUBMITTAL OF EXPIRED SITE PLAN ALL 2 07Z13/09 w VDOT STANDARD STOP SIGN REVISED PER SRC COMMENTS ALL 3 .10113109 200 PROPOSED CONTOUR REVISED PER ALBEMARLE COUNTY COMMENTS ALL 4 03/08/10 .i— 78C DEN07ES TOP/8ACK OF CURB REVISED PER ALBEMARLE COUNTY COMMENTS ALL T/8 DENO7FS TOP OF BOX 072006 �m v SHEET NO. 0-00 SITE PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA < >/ A L 7_-- /// LOT 6-N _ /L/OT 1'4' /w/ LCAT �4 . , _ \� \ i ��j —LOT �1 Q _ �� E ¢ `A.L(� Z AVN \� —L9/9 r�T"i7.-- U-OF;Tl STONEHE Lo 'T SUBDI I Jw - — o " 9 l VSE R A E A r e R SCAL 1 " 20 CURRENT OWNER/DEVELOPER RIO ROAD HOLDINGS, L.L.C. 1900 ARLINGTON BLVD. CHARLOTTESVILLE, VIRGINIA 22903 PROJECT ENGINEER COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 PHONE: 434.293'..3719 ROADS VICINITY MAP SCALE: 1 " = 1500' A v EXISTING CULVERT ,,,y... EARTH DITCH CULVERT COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 DRIVEWAY CULVERT DROP INLET & STRUCTURE NO. SITE PLAN DETAILS LL -1 LANDSCAPE PLAN 5 BENCH MARK CURB CURB & GUTTER CLEARING LIM17S PROPOSED PAVEMENT- w VDOT STANDARD STOP SIGN EC -3A DITCH — — — -200- — — — EXISTING CONTOUR DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVA 77ON .i— 78C DEN07ES TOP/8ACK OF CURB DEP7H OF EC -2 DITCH SCALE T/8 DENO7FS TOP OF BOX Sheet List Table Sheet Number Sheet Title T-1 COVER E-1 EXISTING CONDITIONS AND DEMOLITION PLAN S-1 SITE PLAN S-2 SITE PLAN DETAILS LL -1 LANDSCAPE PLAN 5 TOTAL NUMBER OF SHEETS DEPARTMENT OF COMMUNITY DEVELOPMENT DEPARTMENT OF PLANNING & COMMUNITY DEVEL OPMEN T ENGINEERING BUILDING OFFICIAL FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION 5 or 01� SCOTT R. COLLINSZ Lic. No. 035791 ZONAL Edi 0 0 0 z F- F- ~ ZZZ 0 LLJ Li Li U Q L) U UU Z W o a- >_ r r O O Fw- > N Z N Z U U U � A w w w w w w x J J J '-' O Q Q Q X iii w LL1 LJ LJ U M M M M J J J w/ Z C3v� Q Q Q ci Q _j M W M JCL ¢ w w w w F- (L 0- O_ d J F- A A A A Q g w w w w Z Pq VJ fn V1 Vl > > > > 0� w w w w w oOfWWWX CD ON ON p% o 0 \ \ H M OD O .tic3 CU in \ \ \ \ \ \ Co 0 0 — 0 0 J U L- b° w ° SCALE re 072006 �m v SHEET NO. 0-00 T-10 0 m v F3 %�/ - - / / , / r V LEGEND \ \ / / / - \ \ / /� \ — �� --_ - _ / / / / \ _ SH CF \ - SIDEWALK PAVEMENT �r - v v , / / = ,o / / / SEE DETAIL SHEET S-2 / o - - \ NOTE: A SEPARATE ROAD PLAN (SUB -2007-77) = / / / / / v - / AND E&S/ SWM PLAN (WPO -2007-45) HAVEo , = / ,'" / / / % SCOTT R. COLLINSO 9 _- - `� / o o / BEEN APPROVED FOR ROADS AND UTILITIES - ' L -- / / , / / �� / �� DRIVEWAY PAVEMENT U Lic.No. 035791 � / � v � ,PROPOSED RWSA � / \ - FOR THE OVERALL STONEWATER , - r - / /x - \ \ \ / _ I UTILITY EASEMENT / , ki / / � DEVELOPMENT. THIS PLAN CONSISTS ONLY - / �� // / _ / �SSIONAL E� OF THE 14 TOWNHOUSE LOTS ALONG RIOro 1 / ROAD EAST. — -- / / � � � 6 PLANTING STRIP NOTE: . ' — / ALL UTILITIES, WATER METERS AND SEWER - / 5' SIDEWALK-_ / LATERALS CAN BE INSTALLED AS SHOWN ON / S A -- - - — - - - THEROAD PLANS \ " PROPOSED RIGHT—OF—WAY R /SED Ab (4 14+ 4 \ \ — -- -- -- — / . — / �� / / \ \ / i Z z r z ° y Z Z Z • 13 E3 0 U Q U U U LLJ IL Z W Z Z Z o En // �i�\ + . 0 ►— U U U 6 %�s.o 20' STORM SEWER / � a A w w w w \ / / N s� EASEMENT i j■■� N uj f '� r Y + % W D w u as as m WATER SERVICE i� j/ 6' `' /�' I t; / Q LATERAL (TYP.)—�yo:�� , _ - — — — t , ;' ? ,' ' / !}66 / / / 4 i �►\ / �T, f8 S // O\� r { + to 71 Q ►~- A A A A � m " �wv vi9j�� t' ,...� 0 i i 1 i / w D SANITARY SEWER /� .�`� � �, / sS,�c lay, os,�—` ' • =r; a'-. , r r� + o SERVICE LATERAL •� _ -� / / �' 2,11 (TYP.) oo m .C3 C�o r O O O N 39o58'01 E o N c)NC. cc-sD // _ e �� '� ,/ =r+ 9.12 � O O .-� O O ( ) — C9 q` � �� TYP Q > / �,� `�'� 9 Off, O ROOF DRAIN_ �Y 49 L9 s�c,`v s� Ir� v / r M _ l Iwo EL \ / o ` / ' PROPOSED SIDEWALK EASEMENT / , ... •� / / / N w o � / / LOCATED ON BACK SIDE OF / / � , y �, '.' . ; '• .. 12 . _ ` / / / SIDEWALK (TYP.)�00 / p 0(6 EXISTING / / / ,/� a�4 / �, / / �' t S + r� o w \ / LANDSCAPE �\ / t W \/ \ EASEMENT / / / / �� / 4 - `�j. / ; ; ± EXISTING WATER z ' ,� r / Y METER TO BE W o Z REMOVED W t U) CONCJ \� , \ LIMITS OF THIS PROJECT J / • (�) \\ /� O �/ _ u ,O EXISTING WATER AIR RELEASE VALVE � o � / , \ / / � • / , \ O�'p O TO REMAIN AND RAISED TO MATCH L9W Q o �9�� ti��O O 21v / S,0 �y PROPOSED RIO ROAD PAVEMENT [--� Z t m s� \q ur LIMITS OF THIS PROJECT y� �j� 6 G / 8s s� \ \ t / 10. % S� �� EXISTING WATER Q z 0 p 9\\ ti� q� + /% GATE VALVE TO , -Z �c �(j Q. �. ,� ? •mss S / �\ C REMAIN AND RAISED 0 a Oji , l / ��` MATCH PROPOSED �' n a JQ' '" / �' RIO ROAD PAVEMENT. 6) <� 3: �u� / + EXISTING WATERS �� x0 X v / / , - GATE VALVE AND BYPASS �� S> g O� \ / t r ; VALVE TO REMAIN AND U �o / / / 1 i ' rt + � RAISED TO MATCH PROPOSED o L RIO ROAD PAVEMENT. ' E o O?, <9 {� 1� l�'rj `+ 1:' t i 1 i F o O �• \ t�+ul ,.+rr+ t //+ t�,' ' r x NOTE: ALL WATER AND SANITARY SEWER UTILITIES W z h � ti \ /i o,• +��11� �� // } j_ r `' IT T.l'r-i7. it i.rr7l.j it _t o'W W O \ __�-- \,. / • +�tom+ �{ METERS AND LATERALS TO BE INSTALLED AS SHOWN Lu Tt \ / .o o \Alt ;p � �O / , �;+ ; r +t 1 r +t r r c '_t:' ?_+ +;_ AND DESIGNED ON THE STONEWATER AMENDED Z o % yt�' �O ', i- +�� t+y_ $ int -+t ' -+., rr ,,.14 l" Y.- W U " ROAD PLANS PREPARED BY COLLINS ENGINEERING. \ r s �10 PVC + rn q ,.oma ROOF DRAIN ��/ t;' t-�r�+` `--„�� ,r� Z \ 1 i-{ 0 / t= o Y. Q .. \ / /� /r r + NOTES: / t is I �' / �� ,�' . � � � � ' i EXISTING WATER � 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE (L, � AIR RELEASE VALVE EXISTING RWSA 18” WATERLINE. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 18" WATERLINE W - UTILITY v sco / A / , / l' „� TO REMAIN AND RAISED �'� Q _ o EASEMENT \ �� rr r DURING CONSTRUCTION AND TAPPING. DIAMETER AND THE PIPE y �' ' : - � � � � � ' ` r � TO MATCH PROPOSED • / / CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION THE OUTSIDE D } 1 RIO ROAD PAVEMENT. L / W /X 18" WA O ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 cor_ / \ MATERIAL OF THE TERLINE PRIOR T EXISTING TAP O 18 RIVANNA WA BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT DURING THE TEST PIT. THE TAPPING SLEEVE p s \ ;_+ TE WITH 10" T.S. AND VALVE. SEE NO SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE APPROVED BY 00 THIS SHEET. cy , . ,:. /''" .l• �t 1 ;i ,f*;, �;� ,-' ON RWSA PRIOR TO THE TAP E E A MINIMUM OF 3 BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE � o ` = / / / \ PROPOSED R/W 18 X10 TAPPING SLEEVE AND VALVE SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 18"X10" � " ' I � , LOCATED ON BACK SIDE OF � SIDEWALK TYP. TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED UNDER AND BEHIND THE TAPPING o � ui U ( ) SLEEVE AND ALLOWED TO CURE FOR A MINIMUM 24 HOURS PRIOR TO CONDUCTING THE TAP. m N o 0 tt �, __ } r r NO PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE SCAB o / __ 2O O 20 40 FEET v -- �-�' TESTED, DISINFECTED, AND READY FOR SERVICE. SEE RWSA GENERAL NOTES ON SHEET S-3. { i=20v EXISTING WATER 2. ABANDONED WATER SERVICES ALONG THE 18" WATER LINE SHALL BE ABANDONED AT THE MAIN. CALL RWSA 3 71i ++ r SCALE: 1"= o t . ` / ; t t METER TO BE BUSINESS DAYS IN ADVANCE TO SCHEDULE AN INSPECTOR FOR THIS WORK. _ +, i / I ; r� {;,� REMOVED 3. ALL EXISTING RWSA VALVES (GATE VALVES AND AIR RELEASE VALVES) WILL BE RAISED TO MATCH THE FINAL SHEET No. o S-1 0 -- GRADED -- GRADED OF THE NEW PAVEMENT FOR RIO ROAD.F 3r �r DC p D C N ✓m z r r I I mDO j V?1 mZ m< _ cn _m r -�— -- -- ;U-, (n , N I c o m W m 17 -0 R'r FRAME I M , rTl -� I N -- IIDF W � I 00n'mm / U' — 4+ 00 III llil -v m c° f 'Z --- — - j C0 +00 I, o 1+00STONEWATER L -,.NE (40' R/W� 1 = tlM3N.01 I;' U) w00 i W 1 - yr'`'/,r, `'•�}. C ;T Fnf 1y�'':�,ii'Y r _,,.,,%�, >.�•„`; ' ; ,%th\\ o o � D 0 T r N = -i `t. co -o 0o m D< Z� uD C m p —i D N ,I I o -c I j D- XoG,0c% m--i-I fTri I r- it < z D D00 r, t o X<< C K D N II I (n � –' m m cn N z I x= .°° o� 171-.XN N m mm Z D m T7 m .Z—I m CA j (n 0D N ti --_-- — m p mI� ,J Z :g: � ` \ f -'=--_ 41, m n �o tTJ-4 n C Z ::E- -e' � 'T (n \ Cp RT�..S 52'00'52' W 200.33' t;: -? ` N .-irk%f,." ,/'✓' .t/' v Y I.-. !. :r -7Z7-71 > y >z^ rev i �a r , n't • t'` f T `. i . . `r'.— +o•� :+ . +fir i I r t_ - 9 N +J t r1. C: _ r)' s-j:l'%.`•gin: , ( f n o= -c, c TR 1 _N T' C 1 n r V ,,fir,,>; ., �; � ?`'`': � � IMML %? �y} m q�' 2fFIZ X D �m(n Iv <�Z ,A I o m =i Lo -o ,, I f rrt , (. ��. t ` <�7Z (!?��= Z �`; ;' ;' �,1 -rn�(nZ is � DO 2 D DG70 s' �s< 1 cDD �'t 2 , I m k ' E" m -1 I I W Y rrj l:: a, '' I'_ _ «, z m , 1 } m -i I F :Cl REVISIONS �. REVISION DESCRIPTION DATE •„ i a ' .. ,_, ._ P&,, a, q 3/20/08 REVISIONIt S PER ALBEMARLE COUNTY REVIEW OLLIN REVISIONS PER ALBEMARLE COUNTY REVIEW - 434.293.3719 5/27/08 REVI 800 E. JEFFERSON STREET - CHARLOTTESVILLE, VA 22902 11/25/08 REVISIONS PER ALBEMARLE COUNTY & RWSA REVIEW STONEWATER SUBDIVISION CONSTRUCTION PLANS UTILITY PLAN • .. . L - ..--A f,,r anv purpose