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WPO202100041 Plan - Other (not approved) 2021-10-28
1DRAWINGINDEX 1 of 19 COVER SHEET 2 of 19 EXISTING SITE CONDITIONS 3 of 19 SITE PLAN 4 of 19 GRADING AND UTILITY PLAN 5 or 19 FINE GRADING PLAN 6 of 19 FINE GRADING PLAN 7 of 19 FINE GRADING PLAN 8 of 19 FINE GRADING PLAN 9 of 19 OFFSITE AREA, BIO-FITLERS, & VICINITY MAP 10 of 19 STORM PROFILES 11 of 19 STORM CALCS & SCHEDULES 12 of 19 SANITARY PROFILES 13 of 19 WATERLINE PROFILES & DETAILS 14 of 19 UTILITY/ROAD DETAILS 15 of 19 LANDSCAPE PLAN 16 of 19 LANDSCAPE/GREENWAY DETAILS 17 of 19 LANDSCAPE DETAILS 18 of 19 CONTEXT PLAN 19 of 19 CRITICAL SLOPES ILEGEND BFE Basement Floor Elevation BOA Blow Off Assembly ARV Air Release Valve BPD Backflow Prevention Device DEP Drainage Easement Private DI Ductile Iron FHA Fire Hydrant Assembly FFE Finished Floor Elevation GFE Garage Floor Elevation GV Gate Valve BV Butterfly Valve HDPE Corrogated Plastic Pipe MH Manhole PDE Public Drainage Easement RCP Reinforced Concrete Pipe YD Yard Drain SCC New Stormwater Conveyance Channel Benchmark }r Power Pole 0 New Light Pole New Guardrail o-o- Building Setback Line ® New Bench New Seating Wall SITE DATA FINAL SITE DEVELOPMENT PLANS FOR AB I NGTON PLACE -PHASE I AT HOLLYMEAD TOWNCENTER TM 32 PARCEL 46 DB 2685 PAGE 296 RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA 500 Existing Contour Existing Critical Slopes -- - Existing Storm Sewer Existing Sanitary Sewer 500 New Contour x50.00 New Spot Elevation New Concrete ® New Stamped Concrete (Cobble Pattern) ® New Stamped Concrete (Brick Pattern) 111111 New Painted Crosswalk New Asphalt ® New Storm Sewer ® New Sanitary Sewer 0 New Water Meter IF New Window Well o New Bike Lane New Fence ® EC-2 Blanket Matting EC-3 Type A 0 Grass LEGAL REFERENCE: TM 32 PARCEL 46 PHASE 1 LOTS ...................... 4.90 AC. 2 PHASE 2 ............................... 3.88 AC. I SOURCE OF TITLE FOR PARCEL 46: OPEN SPACE A ..................... 5.80 AC. 2 DB 2685 PAGE 296 OPEN SPACE B ..................... 0.09 AC. PB 1970 PAGE 113 PRIVATE RIGHT OF WAY ....... 6.50s Ac. PUBLIC RIGHT OF WAY ........ 2.05 AC. E OWNER: OPEN SPACE D (SWM-2) ... 4.43 AC. 1 TRIBAL PROPERTIES LLC, RESIDUE OF PARCEL 46 _.... 1.92 AC. F C/O 170 SOUTH PANTOPS DR. TOTAL. ................................... 23.16 AC. CHARLOTTESVILLE, VA 22911 DEVELOPER: SOUTHERN DEVELOPMENT C/O 170 SOUTH PANTOPS DR. CH ARLO TTESVILLE, VA 22911 ZONING: PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL NMD NEIGHBORHOOD MODEL DISTRICT (BY ZMA 02-02) CRITICAL SLOPES WAIVER APPROVED 12/13/2005 TOTAL ACREAGE FOR PARCEL 46: 23.16 ACRES. GROSS RESIDENTIAL DENSITY: 88 UNITS/23.16 = 3.8 DU/ACRE MAGISTERIAL DISTRICT: RIO SOURCE OF BOUNDARY SURVEY:BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: LOUISA AERIAL SURVEY'S BENCHMARK: EDGE OF PAVEMENT ON DEERWOOD DRIVE; ELEV=561.97; USGS DATUM SETBACKS: FRONT YARD: BUILDING - 5' FROM PUBLIC R/W SIDE YARD: 3' REAR YARD: 3' UNDISTURBED BUFFER: 50' BUFFER FROM STREAM MAXIMUM BUILDING HEIGHT: 50' WITH MAXIMUM OF 3 STORIES FACING STREET. CURRENT USE: VACANT PROPOSED USE: 88 TOWNHOUSES (Units Shall Be Sold) PARKING SCHEDULE: REQUIRED: 2 SPACES PER UNIT x 88 UNITS = 176 SPACES + 1 GUEST SPACE PER 4 UNITS = 22 SPACES TOTAL = 198 SPACES PROVIDED: 2 CAR GARAGE PER UNIT x 88 UNITS = 176 SPACES + PARKING ON PRIVATE STREETS = 47 SPACES 223 SPACES (NO PARKING IN FRONT OF GARAGES ON ALLEYS) LAND USE SCHEDULE PRE-DEV % POST-DEV % BUILDING: 0 SF 0 84,227 SF 8.3 PAVED: 0 SF 0 140,500 SF 13.9 PERVIOUS- 1,008,895 SF 100 783,708 SF 77.7 TOTAL: 1,008,895 SF 100 1,008,895 SF 100 IMPERVIOUS COVER: PRE -DEVELOPMENT 0 SF POST -DEVELOPMENT 321,300 SF BUILDING SCHEDULE: BUILDING # LOT # BUILDING# LOT # 101 1-6 113 80-85 102 7-14 114 86-90 103 15-23 115 91-96 104 Phase 2 116 97-101 105 Phase 2 117 Phase 2 106 Phase 2 118 Phase 2 109 56-60 119 Phase 2 110 61-66 120 132-136 ill 67-72 121 126-131 112 73-79 122 118-125 SITE SPECIFIC NOTES 1. TH!S SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 2. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAI. OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 3. NO LIGHT FIXTURE EXCEEDING 3.000 LUMENS SHALL BE INSTALLED ON THE SITE. 3. PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 4. STORMWATER RUNOFF FOR THIS SITE IS MANAGED BY THE REGIONAL STORMWATER MANAGEMENT FACILITY ADJACENT TO TIMBERWOOD BLVD, UPSTREAM OF THE SITE. WATER QUALITY IS MANAGED BY THE FACILITIES SHOWN ON THE PLAN. 5. WATER METERS SHALL BE SIZED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. CG-12 HANDICAP RAMPS SHALL BE PROVIDED AT ALL CROSSWALK LOCATIONS. 7. LOTS 80 THROUGH 101 SHALL HAVE GRINDER PUMPS FOR BASEMENT FIXTURES. GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. VIN"NITY SCALE: 1" _ 2000' 0 "O"O�"'. /. 150 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. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE MOST RECENT GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IS USGS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY° (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. ALL NEW UTILITY EASEMENTS SHALL BE DEDICATED TO ACSA. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES T Y CONSTRUCTION THIN ANY EXISTING PUBLIC RIGHT- F-WAY INCLUDING CONNECTION 1. PRIOR TO COMMENCEMENT OF AN CONSTRUC ON WI 0 CLUD NG TO ANY EXISTING ROAD A PERMIT E SHALL BE OBTAINED FROM F !,T ` THE VIRGINIA DEPARTM;_ �F TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER COPSIRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9. ALL NEW PUBLIC DRAINAGE EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. APPROVALS PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT/FIRE OFFICIAL SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW FIRE OFFICIAL b yey r r + p Nv4�n . L 3 _ I � o I w+ { ( I b 1 1 0 1 1 I Y I - r 1 70.00 1 CIO e o + mc, eY_ o oY .•`T I .b l� i VVOY 1 1 I I I VS I OY Y mtlY cd -• o 1 `� O q u,u bm re \q qb ba btn ym bro "u a- .n� b bm bm +� I � ,'�• C >> �' I 1 1 I s s sI I� s s s s I - " I 1 1 1 14 1m 2g"4g' 20.00' 20.00' 20.00' 300.Y J0.03' - 20.00' 20.00' 20.00' Z0.00' 25.05' 1 1 I 1 1 _ I 20.00' 20.00' 20,0p' 25.00' ^'. N 4821'41'E 86.92. ____- ____ ___ ---- s 4azw w -__-_ ____m_ __ __0__ _______ 125.06 20.00_ 2Q_ _p'__------- _ �_00'_ _ __ 20.00' pD 2OW 20_00' J1.9I' 0'20.W �Y m fa'o (qpm fgOm !qm o mY V� I 1 V Y O Y SY O 4y,Y 6 Y (y0 OY (po pY 0 p "m q p " b - ����������������������������� . ................ T N OF� TIMOTHY R. MILLER CERTIFICATE No. 0 30542 F`SS/ 0 NAL NO. I DESCRIPTION I DATE 1 IOTHY RAY MILLER 0402 030542 7 //-7 E10NAL 0� ;e 1 �j O n � E O o Z V z a iz � o a W 1-W-I f-1--I ^WCT) 1� m M S. w o m 3 m 'O Q o o C L O N d: u 4i O V) U O+ 0 0 0 o` o 0 r- i .-� L . 1 n C� 4 � . r. . . . . . . � � � � � � � � � � O co N 417141•E 70.Wad I 1 { 4 I I I 1 N 3� I1 lull 's » Hn � Mb h to N ru Nn i•�, w M w, I I m q q Y q 1 I Y Y V DY WY q O W I>� �O..o .�.s yY yq "ao yo h: "�" VY O•y OY pY 0Y 0 p 'Y I 1 I I ;l ! b !� ! +�," I " I b :Jq ;9q +� _ I W q a q q q q m I 1 �F A 9 9 m - U' po u' I m I { O O � ..'C R >� ,�• e I 1 GV w 1 f m --� 1 m --- - 1y� y _��_ 97-- 2aw 20.0V Z0.00' 20.00' .25.06•j $ ; 1 V I ___ ___ 44.94' `45.00'___ 12oW 20.00' 20.00' 20.00' 2(L00'-25.00- -, "C U �.�• 84' 2-.W 2-0W 2Qo0_$VO?M,- 2ie00�^0' t-Q�o.0' 20.00m 'r„ =an ___--- 24Q0_2>4. _¢L_0Q20.02006 20.00 25.0060.1J' 0'0J(8a ZO_o0' 2000' 2s- ,----- $ gadCOEmst _J S yN x yy qOusY SY O`Of OY ON +Y �� 00 .Oa_ O o� Wy 1 ii7 W F� rim a � 9^ m ; i 1 „a q'r° q bb bm a bm a by bq bq a bq a'u iy eq 1 3 1 1 9 is U K 4 is o - g 1 v' `" E-I J500' .I ' I 70.00• 1 2%Ls ry 1 `r' N /871'41'E W 3 U 0 1 70.23' E7 E 4 y 1 s Y41 1033.94 3 P 1 Ey' 1� 1 1 1 1 L' 109 1s r0/y-I 1 1 1 1 Loc d Drive Fi-I - - - - - - 1 58' Tic R/I 'El -------w 4e71'4t•E 61930 1 � --- N 4871'41i- -----' _----- �•�� 1. 04' N B y F-1 Lockwood Drive 37ao6�1 /M 1 Lockwood Drive 58' Public R N 4H21'41'E 1 41 I $ s 58' Public R/N I ~ (2) 10 F O U fY \ o L Li yy Sheet No: Cpmmmm K gh9 � �. ii �I w�'m p CG mO�K a � ogS Z P b�b g li � 1 ggs gym. �y ^�:aan a G ll U� nmm% S 1 of 19 K ? i �e ff A J k ,1 11 SRO • N N- k 540 \\ X..... . V ol >\ N. f 0 J.AlIr Existing Stru cture To Be Removed N X N 0, Ul 03 k 0 Existing Structure To Be Removed -7 Al L .4 N21 V if 60" A V V lk X 0 V. I If sting Strubture To Be Remo velo (A 0) 5) X ........... ..... . . . ... . ...... ----------- 7e J _j Lqekwoo(i Drive 158' Public R111 I N -7/- - - - - - - - - - - - - - - - - — - -- - - - - - - - - - z � — --- — — — — — — -- — — — — — — — — ----- — — — — Existing Sediment Basin To Be Removed "fill �-7 . . ... ..... 30 0 30 60 1, 90 SCALEJ = 30' T) E 2 CL 0 :3 0 0) Q) > E 10 00, . N 0 CFO NLTH opl� iP TIMOTHY R. MILLER CERTIFICATE No. 10141 oe MdAl I NO. I DESCRIPTION I DATE I rom- 01 IM W-M M M 00 0 heet No: S2 of 19 ' - �-�F�-------------~- � �� �m � N C\1 00 N — 0 > < Go — > J J C A A E C\j -C CL C- 0 0 1-10 .0 \-A" > V, 0 Vb- ...... 4A . ........... . N .... J/ 0 C'\ at . . . . . . :.. -540 �'KL H 0,4. IN -e 4 W. TIMOTHY R, MILLER N CERTIFICATE NO. < Ile 0 11 30542 q- 1P UAI %9 Creek /ONAL X sting Revisions: NO. ULb(;K1F11UN UA[t 2 Cntv Commnts 07.06.05 Phase 1 11 O� 6.05 02,27.06 . . ............... . . ... 7.17.06 77 i: '.. '7� . . ..... . ..... . ... ......... . let Structure Uuk X C): New s-ft 6 rasern 1 mt 50, 8la:Fft V"'y :"#Way W2 b 0 1 S40 0 no. catea, Lr ........ "S' __j �X' to th- Temporary A olt Berm ST-2 -Ast FHA ity Easem�n� New 31' U 00-1r21 din e Way 3 Priva e \R/W 'I\ K- FA 11 son SI-1 ST-165 /.'!�_PVC Sanitary i ST, 13AX V -At:r- ---------- E� Existing A Stor7nwater Pat, t, r�� CnQ, Mangement I- L I Facility #2 C� 00 to �Clo 7 Neighborhood 10 IT U- 4(A M 1 1( 4% 0-111 'Ro�l f Lin -Park Y9 EP ........................ -7= C3 1 01 STI! S F— A T J r\ -01 N ST 14�J -18 a_ 'K U) 'Cl� -C' t- r" try C't -C' 8 C"t, C21 C' IZ5 C" mc� C-3 cc C�� C4 cc C� -1 -3, -A `3 A. -12� — C' CID Cb ZCb co co C� r,3 1,b to ""nco to �Cb C) (13 E DWin Temporary Asph'dR, -rN7 T. I t i S 74 NEL-L i 1111ILLLM I . . — . . — � I I FHA 741 I -A F 7`- -6 ;f4L7 J-1- Note m If DI 1 0 a! 11>0 M 7 117 V H 318 Ut111iY\E 19AN<\,\ -V I-Ners ST- 7. r 1, (3=1 7Zto 1 .0, N t� Vs- - N C% New - a "Z' �Q CD C1 20>rrainage Cb 10' Ic Co �q <��s 0) C' EaseT�ent C'" C"" I I /I I A -2 0i S* "I I I 4. V(b E-� t� C 3 ...... "I\ New 20' Drqi�nage "Q0 �-i I WMI "t-9 L CA > 1 tn r4cn tQsement F;r4 ro -12- NOW a 12a r ;in;, Roof Draini 10 dF--- YN. I r I oof Drain 0' W, Ill DEP Mew 10' 0 _j 7—�U — -�- ---AQ — — . _j 1 V -Y X Orr yot 5313 j Berm Ism D r777-] f 7 X "W" I (r JPVC s4tqy_:- X Z E� cat, r y 3 Se nt,,/ co C) E--4 z Wall, I Z limil U C) .7 OYD - iu 4' 04-58 Z-124-B J limfi4r WWI- L. Y Tr en, n I U C:) 7 E---4 Ckwa od- A i,�e-f 18' Pubho E --- E--- blic IV 5 FU -5 R1W > Ua -19E T-2 -4- -iT ;T- 7A \1 - - I - -;' 1--V/' �4 E--- 0 ;;I:: 0 —HDK .6� 1 V!, . 1 11 j 1:2) �1- ')r� W. ew Sonita 4 r- C) 7 c 0 xist. Stormwuter C C�qa�?eas part of r eeting St. Phase 1 Road Plans Sheet No: 30 0 30 60 90 7 SCALEA 30' SA of 19 \ 111111 11111�1_ � O O O - - -- O Tem orary(Aspho OO I rN- ` MJnBHAST-7 r` :C My V L -- - - - - -- 0 i -3 ST-t � 11 111M11HD1 v v vD1 1 1I O O O OD-O--- -O - F - O O O \O D17 v -`_ Dv a�v S TIMOTHY �SSE/pITRH. MEoNfILG. L\` �ER.D o � $ CERTIFICATENo. 3054290 O ONAL Revisions: Ci� � j FE 558.50 BFF 559.17 BFE 55 . 7 BFE 559.81 BFE 55 . FE 561.00 BFE 561.00 BFE 56 . 7 BFE 562.34 ��E 56 . 0 'BED 563A0 `� S NO. DESCRIPTION DATE II , - --- _ _ -- 6 d I _ \ 2 Cnt Commnts 07.06.05 4 CntPCommnts 02.2706 v D v v v v _ 5 Cnty Commnts 0..06 Re 6 Revised Storm 07.1717.06 �^ ICAD--- v 1 I 1 ' 1 _ND • V _ND � v (� v a ) O �L O �L O O ,LC O L O \V �'� 'y5-7 y i `y ` `� `� v FFE .42 HE 5 9ROi' 9 FFE 6P.09 ! 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C\j 0 (ld c\J -d edi er 000 CD Ln 0 c 11 Zrl lv�l 6 7 X W.LTH OF f%MH-C2 TIMOTHY R. MILLER -16 ST-16� CERTIFICATE No. ----- - - 30542 /ONAL ENG Revisions: 4-0 NO. DESCRIPTION DATE Cnty Commnts 07.06.05 3 Phase 1 10.06.05 > 02-2 7. 0 6 -037-3.06 BkE 547.67 BFE 548.34 BFE 548,,�- BFE 549.00 BFE 549.00 BFE 549.67 IW5M-- fn 551.00-` ` 6- Revised Storm O/A /.Ufj t t� t7 `3 crJ 4�1 7� v FFE 557.59 FEU5926 HE 558.26 FFE 558.92 FFE 5§M HE 559.59 HE 560.26 HE 560.92 NeighbOThood YD y Q --.PaTk uk X-, FFE 555.4 HE 555.67 FFE 555.67 GFE 556.34 GFE 557.00 GFE 557.67 GFE 558.34 GFE 559.00 r - - - - - -- - - - - - -- I .. .. . ........ -- If i i i i i i i,= I I > Z 4 J ST 17 4 4 4 4 -V 14� 4 4 4 4 d �7 4 11 554 4 4 CUA A z -fx 57-�.20- 1 Jx/54.90 x 55.40 x ix 56.40, x 56.80 x 571.60 E w 0 > 17 t do) 10-\ , 10 \-0, 01F U/ 00 rz on I CO 17A 1� trn Afl x WWI EA m x 54.80 V -0�q-- 17 cl C) t> 7 FF I E5 �E a LO -Z 0. GFCY,.�5*30 Gq 5 7 GqD5$7-. GF 5F.64 GlTt�5$47 GfE 5�947 Gff�)5 Ggj((�45�� GqJW7 GFE En GF 59A cli CD id 7Ej CoAD +-3 `3 cc 00 C/)CDD 0 CC) CC) cc cc Co cc cc) cc -�12 =P= E" BFE 556.97 BFE' 557.64 BVE 558.31 BFE 51 5; 8w.31 BFE 558.98 BFE 559.84 BFE 559.84 BFE 560.51 BFE 5&.17-- --BIEE 561.84 BFE 562.51 4 FFE 565.80 FFEt566.47 FFE 567.14 HE 567.14 HE 567.81 FFE 568.67 FFE 568.67 FFE 569.34 FFE 570.00 FFE 570-.6 HE 571.34 C�) x 65.8 x 66 47 x 68. x 0" 17A 4 7 68.6 x 65 13 x 66.47x67.1Lx70.E--4 J x 68. x Nl- XlW �:D t> 568 t> 77 1 S�v % 72 0 w CD 0 -0 Ill'o 0 -e4 F0 Sj-19 1 -27 FHA ST-2 1-20-1 =71 E--4 Fit A bqncito D Tzv e E --- 1 MH-�l m --�D C) 56' jnova RIW 01 co beet No: 1�yo 9B�M&34 E 547.67 9.. 'E qM9OO BFE M9.6� S] ST-2 -2 0 0 0 0 0 00 ox S7ofl9 n ST-2 S =1M Alder irate Way, 33' Private \RW I' ; ST-3 -� ( ST'�13A v p O D v 41.40x D 4� v 11.84x a Do v �' D //-�� 17 °/v I i LJ n ° v � L o<�-o ------------ 0 @��l ra) c W o a;mm L r s ' --- -- - -- -- - O 0 0 - Ali E 0 Na;� t i MH-Cl1' S -16A S. D ° ° _ o�,r,,,pl T H of �•�'P r� � TIMOTHY R. MILLER / I CERWICATE No. 30542 BFE 542�33 �` ' X � `Ss/OVAL ENG' FE 542.33 BFE 54 . 0 \ BFE 5 . 0 543.67 / BFE 544.34 BFE44. 4 BFE 545.00 / BFE 545.67 ; D BFE 543.00 \ BFE 545. T ., Revisions: v - ` � ` {I _` v _� � i - NO. DESCRIPTION DATE (` V O yV O V O / v v D 3 CntPhose mnts 07.06.05 0.06.05 4 Cnty Commnts 02.27.06 /®� v D v 5 Cnty Revised Storms 503 0..06 V O V i cil > FEE 552.25 FFE 552.92 \ `-FFE 552.25 \ �E 552.92 FFE 553.59 '\FFE 554.26 FIFE 554.26 FF1554.92 FFE 554.92 FFE 555.59 FFE 552.92 \ 1 1 5 l o \ f ILT r__ -j YD 3YD IL Y& D S v \ FFE 550.00- 550.00 \r FFE 550.67 HE 550.67 FFE 5�2.00 FFE 55233 FFE 552.67 1 FFE 553.00 FFE 553.34 HE 554.01 I '� FFE 550.b r-- -�-�----------- ,-------------- - - - -- � .I F------� I i I I I I I I I r------, v STi 17 ��� I'D v ` I 0 ` 554 p v y y D x 51.20 x 51.60 x 5.40 x 52 8080 d 53.20 i I S T 14\ A Dcn \ I D. v' 1 I i - \ ` v D 0 v ' to v \ W MM E � ' \ � v v- v I� z � I D I N VVD v - QDil 1 D vv _ D D m T m GFE �5 13 G E 5 0 G 5 0 GFPF7 13Mz GF 5�3-00 GFE 5�3 00 GF 5 3:b7 GF�E 5�4 4 GFE�5 4 GF�5�9A �1 1 o Q a I O\ O O O C� Q-0 CAD i 00 v BFE 551.40 BFE 552.07 BFE 552.Q7 BFE 552.74 BFE 552.74 BFE 553.67 BFE 553.67 BFE 554.34 BFE 555.00 BFE 555.00 BFE 555.67CD g v F4-561.57 D v o s FFE 560.90 FFE 560.90 FFE 560.90 FFE 561.57 -FFE 562:50- __ FFE 562.50 FFE 563.17 FFE 563.83 FFE 563.83 FFE 564.50 5 0 0 X D1:03 - x 60.90, �I x 60 23 x 60.23 x 60.23 x 60.90 x 62. L N6383 1 E- Z -1 D _ 5 x x 63.1 1 Z ,-, D I - D ; f� � Ll A. Z v D 0 v D v. v ry b p` _ v��. D v �9 vD �. o. v -._ D v v. D j _D - v f v - �.g v o Z O N 0 0 O O O--- O -Q O O 1 w w o 111111 11111 �__ S T- 7 FHA x 1� n ton Dru e i CD \ 5 6 P���ni e_ R W - I �' E- MH z -o z M --sT -- O Q i 111 11111 '� ST- ;� =7o 0 0 O O O O O O O O D ° p` v 7F' D t D .� vAD v D v v '� `\\ D - v p \` D� v\l - v ,\ D v T Sheet No: O D v d D \' _ (!] `. (� v - - D y v D D I d v D �J- D _ �- f. v �' v D v v \ v O' D .� v I v •� o- � p v D� 6� _ v i D 1ALM 0 LN ° 10 20 30 S8 of 19 SCALE:1 = 10' BIO-FILTER LANDSCAPING SPECIES Barberry (42) 0 Inkberry (42) aW Sweet Pepperbush (42) Bio—filter shall be stabilized per note 4, And shall be planted with all three (3) species. An equal quantity of each species shall be planted in the bio—filter. TOP OF TOP OF EMERGENCY BERM SPILLWAY ELEV= A ORIGINAL SEDIMENT TRAP SIDESLOPE PROVIDE PIPES 0 10' O.C. ACROSS ENTIRE WIDTH TOP OF OUTLET STRUCTURE TOP OF BERM -\ DI-7 OUTLET STRUCTURE 15" HOPE Ul) INVERT 2 —77 SIDE SLOPE REGRADED TO 3:1 (MAX) WILDFLOWER MIX REFER TO NOTE 4 50% SAND/30% TOPSOIL/ 20% LEAF MULCH (SAND: 0.02"-0.04", ASTM C33 FINE) UNDERDRAIN GRAVEL (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC REMOVE SILT AND SEDIMENT AFTER FINAL STABILIZATION. REPLACE WITH LOAM OR GRANULAR EARTH FILL. CLEAN —OUT W/WATERTIGH T CAP Al \ `—LOAM OR GRANULAR FILL INVERT 1 4" PERFORATED SCHEDULE 40 PVC PIPE ® 1% MIN, SLOPE Top of Inv Inv Pipe Pipe Drainage Filter Area Filter Area # Plants NO. A 8 C D Outlet 1 2 Length Slope Area I Req'd Provided Provided 1 516.8 520.3 523.0 1 522.0 521.3 516.5 515.5 86' _...__.._ 1.2% .... 5.6 Ac. 8,674 sf _......... 1 9 500 sf 96 2 530.5 534.0 536.5 535.5 535.0 530.0 527.5 57' 4.4% 2.3 Ac. 2,921 sf 3,120 sf 30 NOTES: 1. THE 810—FILTER IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURCES PERSONNEL. 2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE 810—FILTER. 3. THE 810—FILTER SOIL MIX MUST BE LUCK 810—FILTER MIX OR TESTED AND APPROVED EQUAL. 4. THE BIO—FILTER SOIL MIX MUST BE STABILIZED WITH SOD OR NATIVE WILDFLOWER/NATIVE GRASS MIX, PLANTED IN PLUGS OR SEEDED, WITH HEAVY STRAW MULCH AND EC-2 MATTING. BOTH WILL REQUIRE A MINIMUM OF 3 TREE AND SHRUB SPECIES (SEE LIST TO THE RIGHT). PLANTING LOCATIONS SHALL BE PER COUNTY REQUIREMENTS. 5. DURING CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPROVE THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. 1 BLIP BIO—FILTER DETAL 2 Not to Seek / — I I 1 i I ` I i ! _ / • Gneew / / /' . i % �: i� � / / � % �i ,'L%' ,y.[�� j'^`�,. -- _ .r Bio Fflta \ti // — // / / /( b' titi / // // / j ' // / ST-1• // ,/ / 3daH —/" %_ � MH-Bi `\ I ! / mly CA o 1l1 \ \\ w \\� \\ \\ \ �\ \ \ \ \ \ V,.,... \ \\ \\ \ .,"_..-1` ; tom\ �..•-, \, \ \ i / C f 1 I r 1 New 20`'Braivgge_- ' Easement I t , 1Z/ --- -- 560 it / \� \ J /11 30 0 30 .0 •1 SCALEA 30' E W W fA / t / ! r f r ! I t C J �In cnm C CM I I O m Existing t ; I C Pavement y y is 1 45 b EQ ! b C� o o� P. q o y - J a Ezisting Stormwater Mangement Facility #2 / r ' v 3) Q S -- / / / y cyt I! ! J I( 1 30 0 30 60 90 / / ��pLTH OF TIMOTHY R. MILLER CERTIFICATE No. v 30542 o�FS9/ONAL ENG\� revisions: NO. I DESCRIPTION DATE V& iu O ~ U) F-� E o0 I w � W a I� Q O F U) Z iu � Q 0 U (Y heet No: SCALER " = 30' S9 of 19 .. wA_ - 00 ;2�) 580 — ' corn ri 580 I ....... w N n I n 575: 3 9 "' 575 New Grade �'� N3Vl _o $c v�irnl- > 570 ......... 570 811� __ 5652 _ _._ _ _ - -- 565 560, _ _--- zlmc . o RCP _ o i.36% 560 555; 555 0+00 1+00 �2 STORY SEVER PROFnE ST 27->28 S10 / 1'=50' Hon, 1'=10' Vert. VTvv i,urP�u +uu 5+00 4+00 5+00 6+00 7+00 8+00 9+00 STORY SEWER PROFILE ST 19->24 Sio 1'=0 Hon, 1' =10' Vert 0+00 1+00 2+00 6 STORY SEm PROFD S10 1'=50' Horz, 1 =10' Vert 0+00 1+00 2+00 3+00 4+00 5 STORY SEW PROFILE ST 19->19E S10 1 -50' Horn, 1 =10 Vert 0+00 1+00 n STORY SEVER PROFILE ST 22->22B S10 1 '-W Hon, 1'=10' Vert 555 -- .....ridar..................c. ..._........................... 555 5t.5T a........... ..1x _....... ........ .. .... .� 550 550 545 _......................... _.. 545 .._. 540 i :.:ate. t#arc 0+00 1+00 11 STORY SEVER PROFU ST 16->16B S10 1'=50' How i'=10' Vert U+UU 1+UU 2+00 3+00 4+00 5+00 6+00 7+00 8+00 10 STORY SEVER PROFILE ST 1->11 Sl0 1 =50' Hon, i-`Nlo vwtt — --__ 570 _ ...... _ _:: . _.......- _ _ ___� __ 570 565 565 I !oQQ}}-" 560 O� --- .----- - 560 . 555 _ _ , 555 550 _.. -.�.. ....-.. ...... 1V'�1� _ =�_ 550 ?� t5' .--. __.. 0- 545 ---- __..__T._ 545 0+00 �Q 1 STORY SEWER PROFILE ST 9-A sio / 1"=50' Hors, 1'=10' Vert 550 7LSW 91 10t5lX-_........ 550 __._..W _...,. .......... .. ..... _..._,Tyr. 7 i ............ 545 ........�_. 545 :........... 540 = 540 0+00 12 STORY SEWER PROFILE ST 16A S10 10=50' Hon, l*QW-Vert 575 575 570 ... rt 570 565 565 560 560 555 555 0+00 565 565 New 'Grade ��i•am KI I 560 'v fl' a" $" ,-5 S 560 555 r..yQ-..:15 . • 1.4%. _.... ---__ 555 on --4 � ccvl .nN—�� >°0`0 U main J � aivv C y omm E V � n @ C CL O C > +j o Q 'i� ..-._.� a v t 11 1 1 1N� O O 0 t o pe arc �pLTH OA. TIMOTHY R. MILLER CERTiFlCATE No. 30542 q- o��s6/ONAL ENG\a`v _. _ ..: Revisions: 555 --- _.- r s - 555 N0. DESCRIPTION DATE 2 nt Commnts .06. 5 550 - _ :1 - -- �_... r 3 Phase 1 10.06.05 i� a - ._. _ . _.... _ --. -.- - 550 4 nt Commnts 2.27.06 ^$-r -- ----.. 5 nt Commnts 5.03.06 _ _ -- -- __ Revised Storm 07.17.06 545 545 540 540 535 _NINA _ __ Centrcedr to 95X 535 -. so _ HM 9 4AX, ..... in 191 areas. (T]rP• .. 530 NBPE• _... _. ._............ ....--------....- 530 0+00 1+00 2+00 S1� 1'=50' Horn. 1'=10' Vert 0+00 14 STORY SEWER PROFILE ST 3-AB sio 1 =5 Han, 1 =!0 Vert W �i r ^C) I� IL I M E O Z N � o Z U O 4 W m in S. W m� m d i!l ll 1 3 O L O CJ O E—� � En o W rn d cn 3 0 3 0 ai 0 0 0 0 Qi O � w � a � z a O w U � � � w o a w � w Q o w E"" 0 z 4i 1= O U N �T F1-1 O d Sheet No: Sloof 19 1. Rim ®(.���� 1 /� 11:-� 1 / 11•� 11 11 • 11 �� 11• //'.� 111---- 1 1 . 1 1 : 1 / 1 is ®� "' • 1 11 ---- 1 1 ---- ®�����-�� ��� 1 1• 1 1 1 1. -���� 1 1 I I, r 1 1 �� 1 1: 11' � 1 11 ---- ®��' 1 1 1 •1 1 1 -�� 1 11 � 1 1 1 1 1 1 �® 1 1 1/', � 1 11 ---- ®�� 1 1• 1• 1 1 1' -�� 1 11 � 1 1 1 1 1 1 �� 1 1. �� 1 /1 ---- ------------------------ ��� 1 1 • 1 • / 1 1 : -��-� 1 1 1 11 / 1 1 1 : �� 11' • � 1 11 ---- 1 LD-204 Stormwater Inlet Computations S11 Storm Sewer Pipe Report Upstream Inlet Downstream Inlet Upstream Invert Downstream Invert Pipe Information ST-11 ST-10 557.68 557.32 18' - 15" HPDE @ 2.00% ST-10 ST-9 554.49 552.60 54' - 15" HDPE @ 3.50% ST-9 ST-8 551.85 551.61 1 24'- 15" HDPE @ 1.00% ST-8 ST-7 551.26 550.94 32'- 15" HDPE @ 1.00% ST-7 ST-6 549.39 549.21 18'- 18" HDPE @ 1.00% ST-6 ST-5 546.80 541.84 95' - 18" HDPE @ 5.47% ST-5 ST-4 539.01 536.34 61' - is" HDPE @ 4.36% ST-4 ST-3A 533.50 533.05 16' - 24" HDPE @ 2.83% ST-3A ST-3 531.55 531.15 41' - 24" HDPE @ 0.97% ST-3 ST-2 531.05 530.80 25' - 24" HDPE @ 0.99% ST-2 ST-1 526.00 521.75 264'-30" HDPE @ 1.63% ST-1 Outfall 520.60 520.50 16' - 30" HDPE @ 0.64% ST-9A ST-9 552.68 552.5 18' - 15" HDPE @ 1.00% ST-7B ST-7A 555.56 555.24 32' - 15' HDPE @ 1.00% ST-7A ST-7 555.14 553.9 91' - 15" HDPE @ 1.40% ST-5A ST-5 542.09 541.91 18' - 15" HDPE @ 1.0M/ ST-36 ST-3A 535.00 534.50 15' - 15" HDPE @ 3.14% ST-14A ST-14 546.55 546.25 32' - 15" HDPE @ 0.9% ST-14 ST-13A 544.75 538.45 61' - 15" HDPE @ 10.4% ST-13A ST-13 535.76 534.85 20' - 15" HDPE @ 4.6% ST-13 Outfall 534.60 534.00 15' - 15" HDPE @ 4.0% ST-18 ST-17 550.50 550.20 14'- 18" HDPE @ 2.2% ST-17 ST-15 548.20 541.65 90' - 18" HDPE @ 5.3% ST-16 ST-15 541.55 541.30 25'- 18" HDPE @ 1.0% ST-15 Outfall 541.10 541.00 1 10'- 18" HDPE @ 1.0% ST-166 ST-16 542.75 541.98 60' - 15" HDPE @ 1.4% ST-16A Outfall 540.90 540.00 30' - 15" HDPE @ 3.3% ST-24 ST-23 569.86 566.66 160' - 15" HDPE @ 2.00% ST-23 ST-22 566.47 566.31 8'- 15" HDPE @ 2.00% ST-22 ST-21 560.89 559.83 105' - 24" HDPE @ 1.00% ST-21 ST-20A 559.38 559.22 32' - 30" HDPE @ 0.50% ST-20A ST-20-1 559.12 558.74 76' - 30" HDPE @ 0.50% ST-20-1 ST-20 558.64 558.16 97' - 36" HDPE @ 0.50% ST-20 ST-19 558.06 55T38 136'- 36" HDPE @ 0.50% ST-19 Outfall 557.28 556.00 255' - 36" RCP @ 0.50% ST-22B ST-22A 572.22 571.41 44' - 24" RCP @ 1.841/6 ST-22A ST-22 570.00 567.50 82' - 24" RCP @ 3.070A ST-20-2 ST-20-1 564.00 560.50 36'- 15" HDPE @ 0.5% Inlet ST-19E 582.11 581.81 10' - 18" RCP @ 4.00% ST-19E ST-19D 580.81 579.93 1 44'- 18" RCP @ 2,00% ST-19D ST-19CC 578.33 577.51 41' - 18" RCP @ 2.00% ST-19CC ST-19C 574.52 572.30 106' - 18" RCP @ 2.10% ST-19C ST-19B 570.40 569.70 32' - 18" RCP @ 2.19% ST-19B ST-19A 567.05 565.00 98' - 24" RCP @ 2.10°A ST-19A ST-19 562.25 562.03 18' - 24" HDPE @ 1.20% ST-28 ST-27 564.00 563.43 1 44' - 15" RCP @ 1.3% ST-27 Outfall 1 562.90 560.97 1 89' - 15" RCP @ 2.2% I© 1• y 2. .I. .`�.t. Storm Sewer Inlet Report Structure Number Rim Elevation Structure Type Structure Length ST-1 525.75 MH-1 - ST-2 538.19 DI-315 6' ST-3 538.21 DI313 6' ST-3A 539.64 MH-1 - ST-4 540.43 DI-36 10, ST-5 546.01 DI-313 8' ST-6 555.80 MH-1 -- ST-7 557.90 DI-313 8' ST-8 557.90 DI-313 8' ST-9 556.60 DI-3B 10, ST-10 559.50 DI-7 - ST-11 562.68 DI-3B 6' ST-3B 540.75 DI-3B 6' ST-9A 556.60 DI-3B 8' ST-713 559.56 DI313 8' ST-7A 559.54 DI315 8' ST-5A 546.01 DOB 10, ST-13 542.08 DI-3B 6' ST-13A 542.19 DI-313 10, ST-14 549.75 YD - ST-14A 550.55 DI-313 6' ST- 55 545.76 DI-3B 8' ST-16 545.90 DI-3B 8' ST-17 554.20 MH-1 - ST-16 554. 00 DI-7 - ST-16B 546.75 DI-313 8' ST-16A 544.82 DI-36 8' ST-19 569.75 0I-313 6' ST-20 567.05 MH-1 - ST-20-1 565.01 DI-3B 8' ST-20A 563.83 DI-313 8' ST-21 563.83 DI-3B 8' ST-22 572.30 MH-1 - ST-23 571.50 DI-7 ST-24 573.50 DI-7 - ST-22A 580.07 DI-3B 8' ST-22B 580.07 DE3B 8' ST-20-2 565.01 DI313 8' ST-19A 569.75 DI-3B 8' ST-19B 577.21 DI-36 10, ST-19C 577.18 DI-3B 10, ST-19CC 584.50 MH-1 - ST-19D 588.00 DI-313 6' ST-19E 588.16 DI-313 8' ST-27 571.23 DI-3B 8' ST-28 571.23 DI-3B 8' 2 Sil Shoulder Where applicable ann STORMWATER CONVEYANCE CHANNELS SCC W D STATION LINING 1 0' 1. 5' 20+00 to 22+00 Grass 1 0' 2.0' 13+00 to 20+00 VDOT EC-2 1 0' 2.0' End to 13+00 VDOT EC-3, Type A 2 0' 1.5' Outfoll to 1+00 VDOT EC-2 2 0' 2.0' 1+00 to 6+00 1 VDOT EC-3, Type A EC-2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. EC-3 blanket/matting shall be Model C350 as manufactured by North American Green, or approved equal. NO'f TO SCATS LD-268 Roadside Ditch Calculation Conveyance Channel Above Gathering Placa FE -ar-thT Protective Lining CA Tc 12 Q2 Slope Allow n select n=.03 n=.05 n=.015 110 Q10 DEP Remarks STA STA DA C Inc Acc ft/ft Vel Val Qn VEL DEP Qn IDEP SCC 1 22 21 0.20 0.45 0.090 0.09 5.0 5.2 0.47 0.030 2.5 0.03 2.24 6.81 0.61 0.32 Grass 21 20 0.80 0.45 0.360 0.45 5.7 5.0 2.24 0.010 2.5 0.03 2.20 6.60 2.97 0.71 Grass 20 19 0.32 0.45 0.144 0.59 6.5 4.8 2.86 0.010 2.5 0.03 2.33 6.40 3.80 0.78 Grass 19 18 1.46 0.45 0.657 1.25 7.2 4.7 5.84 0.015 4.0 0.05 0.29 2.21 1.03 6.23 7.79 1.14 EC-2 18 17 0.27 0.45 0.122 1.37 8.0 4.5 6.20 0.065 4.0 0.05 0.311 3.89 0.80 1 6.05 8.31 0.89 EC-2 17 16 1.28 0.45 0.576 1.95 8.4 4.4 8.64 0.028 4.0 0.05 0.43 3.09 1.06 5.96 11.61 1.18 EC-2 16 15 0.64 0.45 0.288 2.24 8.9 4.3 9.70 0.020 4.0 0.05 0.48 2.80 1.18 5.84 13.06 1.32 EC-2 15 141 0.22 0.45 0.099 2.34 9.5 4.2 9.89 0.015 4.0 0.05 0.49 2.53 1.25 5.72 13.35 1.40 EC-2 14 13 0.20 0.45 0.090 2.43 10.2 4.1 10.00 0.025 4.0 0.05 0.50 3.07 1.14 5.59 13.55 1.28 EC-2 13 12 1.22 0.45 0.549 2.97 10.7 4.0 12.01 0.100 7.5 0.05 0.60 5.40 0.94 5.48 16.31 1.06 EC-3, Type A 12 11 0.36 0.45 0.162 3.14 11.0 4.0 12.52 0.090 7.5 0.05 0.63 5.25 0.98 5.43 17.02 1.10 EC-3, Type A 11 10 0.24 0.45 0.108 3.24 11.4 3.9 12.80 1 0.100 7.5 0.05 0.64 5.49 0.97 5.37 17.42 1.08 EC-3, Type A 10 End 0.13 0.45 0.059 3.30 11.7 3.9 12.88 1 0.100 7.5 0.05 0.64 5.50 0.97 5.32 17.56 1.09 EC-3, Type A SCC 2` Outfall 1+00 0.23 0.65 0.150 A 5.0 5.2 3.61 0.080 4.0 0.05 0.18 3.68 0.63 6.81 4.74 0.69 EC-2 1+00 2+00 0.18 0.45 0.081 0.23 5.5 5.1 8.67 0.120 7.5 0.05 0.43 5.33 0.81 6.68 11.561 0.90 EC-3, Type A 2+00 3+00 0.17 0.45 0.077 0.31 5.8 5.0 9.03 0.030 7.5 0.05 0.45 3.20 1.06 6.60 12.05 1.18 EC-3, Type A 3+00 4+00 0.08 0.45 0.036 0.34 6.3 4.9 9.17 0.010 7.5 0.05 0.46 2.13 1.31 6.46 12.24 1.46 EC-3, Type A 4+00 5+00 0.10 0.45 0.045 0.39 7.1 4.7 9.32 0.090 7.5 0.05 0.47 4.87 0.87 626 12.45 0.97 EC-3, Type A 5+00 6+00 0.37 0.45 0.16,71 0.55 7.4 4.6 10.06 0.120 7.5 0.05 0.50 5.53 0.85 6.18 13.45 0.95 EC-3, Type A 'Flows for SCC 2 Include flows from ST-25 to ST-28 LD-229 Storm Drain Design Computations Route: Abington Place Proj: Hollymead Towncenter County: Albemarle District: Rivanna Description: Pipe Calculations From To Point ICatch Runoff Inc Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point A Coef AC AC To Int Flow Inv Inv Len S Dim Cap Inc (ac) (min) (in/hr) (ofs) El El (ft) % (in) (cfs) (ft/s) (min) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ST-28 ST-27 0.33 0.80 0.26 0.26 5.0 6.81 1.80 56350 562-90 44.0 1.36 15 T54 2.97 0.25 ST-27 Outfall 0.33 0.80 0.26 0.53 5.2 6.74 3.56 562.73 560.86 89.0 2.10 15 9.35 7.14 0.21 ST-22B ST-22A 3.07 0.75 2.30 2.30 9 5.83 13.42 572.22 571.41 44.0 1.84 24 30.7 9.45 6.1 ST-22A ST-22 0.44 0.80 0.35 2.65 9.1 5.81 15.41 570.00 567.50 81.6 3.07 24 51.5 14.33 0.1 ST-24 ST-23 0.31 0.80 0.25 0.25 5 6.81 1.69 569.86 566.66 160.0 2.00 15 11.9 3.2 0.8 ST-23 ST-22 0.30 0.80 0.24 0.49 5.4 6.70 3.27 566.47 566.31 8.0 2.00 15 11.9 8.18 0.0 TT-22- ST-21 0.14 0.75 0.11 3.25 9.2 5.79 18.79 560.89 559.83 105.5 1.00 24 29.5 6.82 0.3 ST-21 ST-20A 0.08 0.70 0.06 3.30 9.5 5.73 18.94 559.38 559-221 32.0 0.501 30 37.7 4.76 0.1 ST-20A ST-20-1 0.09 0.75 0.07 3.37 9.6 5.71 19.25 559.12 558.74 76.0 0.50 30 37.8 5.79 0.2 ST-20-2 ST-20-1 0.40 0.68 0.27 0.27 5 6.81 1.85 560.66 580.50 32.0 0.50 15 5.9 4.30 0.1 ST-20-1 ST-20 0.23 0.72 0.17 3.81 9.8 5.67 21.58 558.64 558.16 97.0 0.50 36 47.1 5.63 0.3 ST-20 ST-19 0.00 0.00 0.00 3.81 10.1 5.61 21.37 559.38 559.22 32.0 0.50 30 37.7 4.61 0.1 3 ST-19E ST-19D 1.70 0.80 1.36 1.36 5.0 6.81 9.26 580.81 579.93 44.0 2.00 18 14.9 8.90 0.1 ST-19D ST-19CC 0.21 0.90 0.19 1.55 5.1 6.79 10.51 578.33 577.51 41.0 2.00 18 14.9 9.16 0.1 ST-19CC ST-19C 0.00 0.00 0.00 1.55 5.2 6.77 10.48 574.52 572.40 105.8 2.001 18 14.9 6.45 0.3 ST-19C ST-198 0.35 0.80 0.28 1.83 5.4 6.69 12.23 570.40 569.70 32.0 2.19 18 15.51 9.77 0.1 ST-19B ST-19A 0.29 0.85 0.25 2.08 5.5 6.67 13.85 567.05 565.00 97.7 2.10 24 32.8 10.04 0.2 ST-19A ST-19 0.45 0.85 0.381 2.46 5.6 6.63 16.29 562.25 562.03 18.0 1.22 24 32.3 10.33 0.0 TT-19 Outfall 0.03 0.90 0.03 6.29 9.9 5.64 35.52 557.28 556.00 256.5 0.50 36 47.1 7.19 0.6 ST-14A ST-14 0.19 0.80 0.15 0.15 5.0 6.81 1.04 546.55 546.25 32.5 0.92 15 8.06 4.58 0.1 ST-14 ST-13A 0.22 0.70 0..5 0.31 5.1 6.78 2.07 544.75 538.43 61.3 10.30 15 26.95 13.23 0.1 ST-13A ST-13 0.25 0.66 0.17 0.47 5.2 6.75 3.18 535.76 534.85 19.9 4.58 15 17.96 11.12 0.0 ST-13 Outfall 0.05 0.90 0.05 0.52 5.2 6.75 3.48 534.60 534.00 15.1 3.96 15 16.71 10.81 0.0 ST-16A Outfall 0.25 0.59 0.15 0.15 5.0 6.81 1.00 540.90 540.00 27.7 3.25 15 15.14 7.1 0.1 ST-18 ST-17 0.35 0.75 0.26 0.26 5.0 6.81 1.79 550.50 550.20 13.7 2.191 18 26.11 7.29 0.0 S T-17 S T-16 0.19 0.6 0.11 0.38 5.0 6.80 2.56 546.20 541.65 85.6 5.31 18 31.46 10.78 0.1 ST-16B ST-16 0.42 0.61 0.26 0.26 5.0 6.81 1.74j 542.75 541.98 56.0 1.37 15 T57 3.03 0.3 ST-16 ST-15 0.07 0.81 0.06 0.69 5.3 6.72 4.631 541.55 541.30 25.0 1.00 18 10.5 4.28 0.1 ST-15 Outfall 0.12 0.9 0.11 0.80 5.4 6.70 5.341 541.10 541.00 10.2 0.98 18 10.41 5.97 0.0 ST-11 ST-10 0.60 0.70 0.42 0.42 5.0 6.81 2.86 557.68 557.32 17.9 2.01 15 11.9 8.00 0.0 ST-10 ST-9 0.29 0.69 0.20 0.62 5.0 6.80 4.22 554.49 552.60 54.0 3.50 15 15.7 4.27 0.2 ST-9A ST-9 0.11 0.80 0.09 0.09 5.0 6.81 0.60 552.68 552.50 17.9 1.01 15 6.5 4.09 0.1 ST-9 ST-8 0.04 0.76 0.03 0.74 5.2 6.74 4.98 551S5 551.61 24.1 1.00 15 8.4 4.98 0.1 ST-8 ST-7 0.13 0.81 0.11 0.84 5.3 6.72 5.67 551.26 550.94 32.0 1.00 15 8.4 7.36 0.1 ST-78 ST-7A 0.37 0.62 0.23 0.23 5.0 6.81 1.56 555.56 555.241 32.3 0.99 15 8.4 2.81 0.2 ST-7A ST-7 0.18 0.77 0.14 0.37 5.2 6.76 2.49 555.14 553.90 91.2 1.36 15 9.8 6.70 0.2 ST-7 ST-6 0.12 0.75 0.09 1.30 5.4 6.70 8.72 549.39 549.21 18.0 1.00 18 13.7 8.22 0.0 ST-6 STb 0.00 0.00 0.00 1.30 5.4 6.69 8.70 546.80 541.84 90.8 5.46 18 31.9 5.66 0.3 ST-5A ST-5 0.10 0.80 0.08 0.08 5.0 6.81 0.54 542.09 541.91 1&0 1.00 15 8.4 3.88 0.1 ST-5 ST-4 0.33 0.80 0.26 1.65 5.7 6.61 10.88 539.01 536.34 61.2 4.36 18 28.5 15A0 0.1 ST-4 ST-3A 0.08 0.70 0,06 1.70 5.8 6.60 11.22 533.50 533.05 15.9 2.83 24 49.4 5.69 0.0 STJfB ST-3A 0.10 0.80 0,08 0.08 5.0 6.81 0.54 535.00 534.50 15.9 3.14 15 14.9 5.79 0.0 ST-3A 0.00 0.00 0.00 1.78 5.8 6.60 11.75 531.55 531.15 414 097 24 28.9 5.16 0.1 ST-3 [ST-3 0.08 1.86 58 6.58 12.26 531.05 530.80 25.3 0.99 24 29.2 8.91 00 ST-2 004 1.90 59 6.57 1247 526.00 521.75 21.4 1.63 30 68.1 4.38 1.0 ST-1 utfall 3.35 0.85 2.85 4.75 6.9 6.32 29.97 520.60 520.50 15.61 0.64 -Anj 42.71 9.411 0.0 logo I��1111111111111111111111�111��1111111�-�11�' IIII-� 1 1 1 1 / 1: ���1111111111111114�� ' '• -11111111111111111111111111-IIIIIIIIIIIIIIIIII♦ ®��� /:1111111111111�11111111111111111111111,1111111�®-® 1 1 1 1 1 1: I�I���I� ' ' ---- i���� 1 :1 �-�IIIIIIIIIIIIII�I-� 1 r 1 1 1 1: ®���I� ' ' --111111111111_- ®I�1111� 1 1 lllllllli� 1 /: 111111111111111111111111111�11�1�� 1 1 1 1 �11111111®' IIIIIIIIIIIIII�111®' '' 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I��� '' 1 1. -�11111�����y7 1 1 1 / ®���I�11� ' ' 111111111111111111■I-_IIIIIIIIIIIIIIIIIIIIIII, ®I���I�IIIIIIIIIIIIII�111111111111111-1111®' . 7� 1 1 1 1 IIIIIIIIIIIIIII••��� 1 1 1 1 III�111111111111111111�1111111111111�111111111111 •I�IIIIIIIIIII�� '' IIIIIIIIIIIIIIIII■IIIIII-111_IIIIIIIIIIIII- -- _ _---IIIIIIIIIIIIIIIII.11111- _-111111111111''11::1��-I-_III- I-11111111111111111111. -11111111111111111111■- I---_ ®�� / .1 1 1 111�111111_IIII�• • ®-®IIIIIIIIIIIL�W 1 1 1 1: 11111���1�111�11�1111111111111111111111.-III-111111111111111111. 1 1 1 / /®��®®1111111��111111111__I- ®I�I�11111111111� 1 :111�11-I®' ®�111111111� 1 1 1 1 / 1: ®II�11�111�111��111111111_IIIII-1111111_II- I��11� 1 1• 1 1 1 1. 11111111111_111111���1111� / 1• 1 1 1 11111111�®�11����11111111111_IIIIIIIIIIIIII-_- iia�� 1 :1 1 1 (1111111111111111.�1111111�1-� 1 1 1 / 1 llllllllllll'�,�/,�® ' ' 1111111111111111�� ' 1 111111111111111111111111'III-_IIIIIIIIIII_ i�i�� 1 1 1 :1 1 1: 111111111111111-�IIII� ' ' 111111111� 1 1 1 1 IIIIIIIIIIIIIIIm® ' ' 111�1�11� ' ' • ---- ��I�' 1 1 / :1111111111111�1_�111111��® 1/ 1 1 ®��' 1 1 1 :1 �-III���� 1 1 1 1 IIIIIIIIIIIIIIIIII�/Y��IIIIIIIIIIIIIII���IIIIIIIIIIIIIIIIIIGC•11111111111111111111111,III-11111-- i�i�llllllllllllllllll�lll���-��I-IIIIIIIIIIIIIIIiC1 1 1 1 1 1 �illlllllll®ill���iiiiiiiiii� 1 /. IIIIIIIIIIIIIIIII■I_IIIIIIIIIIIIIIIIII■IIIIIIIIIIIIIIIII■ ��IIIIIIIIIIIIIIIIIIIIIIY�II�IIIIIIIIIIIIIIIIi�-��1111111111111�® / 1 1 1 1 �111111111111111111116��1111111��11111111.� LD-204 Stormwater Inlet Computations - SUMP CALCULATIONS Sag Inlets Only " E N = 2 fn N T F- a. N O j U m d Q C E L 5 U U w. W ¢ U U V) � N m S c E t V 16 U 0 > c10i C7 m h 0 N 2 O d O X a- O T13 X 0 l9 F- rn U m r 0 G m V w e 2 N c 0 N m fl- m 0 L ()Go c O a = U S 0 a 0 c O v 1 2 3 4 5 6 1 7 8 9 10 11 12 13 14 15.0 16 17 1 18 19 20 21 22 23 (ft) (ac) (in/hr) (cfs) (cis) (cfs) (T) (T) ('/') (ft) (ft) (cfs) lots) (ft) (it) (it) ST-28 DI-313 8 0.33 0.78 0.26 4.0 1.03 1.03 0.031 0.02 0.083 100% 1.03 0.00 0.24 0.5 0.48 5.71 ST-27 DI-313 8 0.33 0.80 0.26 4.0 1.06 1.06 0.031 0.02 0.083 100% 1.06 0.00 0.24 0.5 0.48 5.82 ST-22B DI-38 8 0.44 0.80 0.35 4.0 1.41 1.41 0.02 0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 ST-22A DI-313 8 0.44 0.80 0.35 4.0 1.41 1.41 0.02 0.02 0.083 100% 1.41 0.00 0.27 0.5 0.54 7.03 ST-21 DI-313 8 0.10 0.75 0.08 4.0 0.30 0.09 0.39 0.019 0.02 N/A 100%1 0.39 0.001 0.07 0.51 0.14 3.34 ST-20A DI-313 8 0.11 0.75 0.08 4.0 0.33 0.04 0.37 0.019 0.02 N/A 100% 0.37 0.00 0.07 0.5 0.14 3.23 ST-19E D1-3B 8 0.30 0.80 0.24 4.0 0.96 0.96 0.039 0.02 0.083 100% 0.96 0.00 0.24 0.5 0.48 5.44 ST-19D DI-313 6 0.21 0.90 0.19 4.0 0.76 0.76 0.039 0.02 0.083 100% 0.76 0.00 0.22 0.5 0.44 4.66 ST-7 DI-3B 8 0.12 0.75 0.09 4.0 0.36 0.02 0.38 0.020 0.02 N/A 100% 0.38 0.00 0.07 0.5 0.14 3.28 ST-8 DI-3B 10 0.13 0.72 0.09 4.0 0.37 0.14 0.51 0.020 0.02 N/A 100% 0.51 0.00 0.08 0.5 0.16 3.99 >- ne C o 4 j O J mm C o U CO co r C CL - U O W M t v p�. ' 4:v O P jr` oe e�c ITH TIMOTHY R. MILLER CERTIFICATE No. 30542 kAl'Ss/ONAL ENG��F E NO. I DESCRIPTION I DATE 1 K ;1W I 0 E4 w 0 Q 1-+ti a E-1 U 0 Q-' heet No: Sllotl9 595 ...................... .... . . . ...... .............. ...... .. .. .... ... ............ .. ............... ...... ..... ..... .... ............ ..... ... ... . .. .................... ................ ................ ..................... . . . . ....................................... ........... ..... ......... ...................... ... ........... .............................................. ........ ......... ........................... ............... .................. ......................... ... ..................... ....... ........ .... . ... . .. . ...... ..................... . .......................... ............ ............ ................................................ ....... . . . . . ......................... .... .................................. ............ .................. ................. ................................. ................ .............. ........................... ............... ....... - ..... ... ...... ........... ......... ........................................................ ................... ............................................ .... . . ............ ........... .................... . .. ......... ................................... . ............ . .. ...... ........................... .... . .. ............. .......................... ........ .. .... ..... . .. .......... ....... ...... ............. 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R!il ----------- --- -------- -- ---------- CN 0 570 ........... -- - ---- ---------- - ------- - ------ ------ - ----- --------------- ------ ----------- 570 --------- M� --- ------ - ------- --- - ....... . ........... ..... .. _CF C__ . ..... --------------- ----- ------ -- --- - ---- 565 L6 Typp 4 565 -Te- 560 W o r Service 24* Storm i --- 15 torm (Tyl 56 0 555 Irrmin ------- 274.3 555 . ..... -------- - ----- -- ----- ---- PVC -350- lzleg� . ..... ----- -- 550 71117 ------------- ------ ---- --- Note: .. -im- ...... ....... --------- ---- 550 Lots -- - : ----- -_'____ .. ... ... ....................... .............. ...... ............. ............... . ... ... . .................. . ....... .... ............. .... ...... .............. ... .. ................. . ........... ..................... . ....... .. ... . .. .. . .................... ................. ....... .... . . .. ....... ................. ... .. . ... .. .................. . ... ............................ .... rnder pump to: service 1he-.... ...... ............................ ................... 16 ........................ 545 ............ . .... .... ................... ................. .. .. .. .. .... ................ ................ ...... ........... .. .... 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I .......... ................ 545 ....... . .... ...... . . . ..... 540 ........... .. .......... ............... .. ...... ................... .. ........ .... ... ...... ......... . ..................................... ........ ......... . .. ...................... . ...... ........................... ... ........ ........... .. ........ ...................... .... .............................. .............................. .......... ...... ....................... ............ .................... . ............. ............ - . ...... ...... .......... . ..................................... - .......... .......... ............................ ... . .... ... . ...... .. ... .... ......... ............ . ............................... ....... .... ... ................ ........ .................. .................... ? ........ .. 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I .................. .................... .......................... .......... . 6 . .......... ............................... . ..... .. ......... . ..... ........ .. . .... . ......... ........................................ ....... .... . ... .. .. .. ...... ...... .................. ........ ....... .. 1 .................... . ..... . .. . ... ... 540 ..... ... ..... .... .... . ................. ... ..... ..... ....... . . . ....... .. . ...................... 535. . . .. .... ............................ ................... ............. ............ .................................. ......... ....... . . .......... ........... 11 . ..... . .. ................ ........ .. I .. ......... ........ . ............................ 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I ............. .............. ... ...... . .. .... 4 . . . . .......... I .......... .. ..... . ... .... 590 . ..................................... .... .... ... .............. ............................... I:- 585 ............... ............... ................. ............... ............. . .............. . .................. ........... * : . ........ ..... ..... .... tiP F::F . .. ........... . ............... . ........ I .... ....... .. . ....... ............ ....... . ....... . ............... . ... ............. ............ . .. .... . ... ... ......... . . ......... ....... . ............... .......... ........... ............................ .11-i ........ . .... . ........ ....... . .. . .............. ..................... ............. ............ ..... ....... . ........... ..................... ............................. ...... .... ........... .. . ...... .............. ................... .............. I—— ....... ... ........ .............. ... . ... . . .............. . ......... _ ........... ............. . ............ ......................... . ..................... . .... ............. 580 ............ * .......... ................ . .............................. =2 ...... . . .. ... . 72"'IlUll ...... . . . ... .......... .. r .. ... ........ ............... . . ... . ......... ............ ............. . . .......... ............ .................. ... . ......................... 580 ....... . .. ......... . . ................. . ... . ................... ........ ......... ................. .. : ......... . . .... .... ..... ............ . . .... I .................... 575 ................ ....... ..... ..... .... ............ ................ ............. ......................... ................ . .. ........... ...................................... ....................... 575 ....... .............. .......................... ......... ... . .......... ..... .............................. ............. . . . ................ .......... ........ ....... ............. .................... . ......... .. ............................ .... ..... . . .. ......................... ............. ........ . ... ... ......................... ........ ........ ..................................... . ............ .................... ........... ........... 570 ............ *..* .......... ]; .............. ..... ........ ............. . . ....... .......... ........ . ....... .. ... ............................................. ............................... ............................... ........ .................................................................... ........................... ............................ . ........................................ ................ 570 .. ............................................... 565 .. ........ ............. ........... ........... .................. .............. .... .......... .............................. I ........... ....................... .... ..... ..... . .......................... ................... .. ..... 1 ................. ......................... .... .......... ...................... . ..... . ........ .......... ...................................... .. .............. ........................... .................. ................................ ..... . .............. .............................. .............. ............. . ....................... . ........ . ... ............................................. ... ............................... I ............................................... . ......................................................................... ............... 565 _1+00 0+00 1+00 2+00 III SMARY SEM IM: 9H G - IIIIIH G1 S12 I = 10 T= 10-501 HM (4) 1" (25mm) DIA HOLES ON 32 3/4' (834mm) DIA BOLT CIRCLE. us] East Jordan Iron Works 00104316 US Foundry Corp. USF 710 ring & DP cover or approved equal 2 3/1 DIA [70mm] 2 5/8- DIA 1/0- DIA 2" (51ni LETTERS [67minj (4mml (RECESSED FLUSH) [3mlink (2) CLOSED 11/16- DIA -PICKHOLES [18mmr- 2 3/9' 01 (61MM] 1/8. DIA - - - - - - 2 13/16 1/16' DIA [4mm] [72mm] 3 5/8- DIA _T [91MM] - - - - FRAME SECTION \_(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 2 5/8- DIA [66mm) 1/8' DIA 1/4' (6mirl DIA (4mm] NEOPRENE GASKET 2 5/16* DIA 5/16' DIA [I [Binin] 2 1/2' DIA O.D. OF CASKET GROOVE SECTION (�5� TMCAL 11MOLE FRM & COVO SEWER SERVIICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED I THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. REMA110 EMARINING BACKFILL SHALL 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 13E 1 NOT Cot NOT CONTAIN ROCK MATERIAL CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY 'SEALTITE", 36"MIN 4rDIMENSION ARGER LARGER THAN 6" IN ANY OR AN APPROVED EQUAL. _t2ll� I M SI( 3.MiNiMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" 2' MIN H PER FOOT ) 24"IRRI 4.ALL SEWER LATERALS SHALL HA\fr A MINIMUM INTIAL BACKFILL* DIAMETER OF 4". EMBED 8"MIN (I LIFTS) 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER of HLY COMPACTED OF 3 FEET. 7' ALT S S ALTT�Z 7 BY HAND OR APPROl MECHANICAL TAMPER _/ OF PIPE TREATED HALINCHING 2 x 4 X NO. 68 STONE FINISHED GROUND MARKER BEDDING 6" mox 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) PLUG END OF MAIN LINE SERVICE r(Moix) LATERAL S�ECTION 45' 0. (M�,c 0. (Min) n) NOTE Li 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE IN LINE WYE-TEE PLAN VARIES PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE VA TH PART V, SECTION C OF THESE SPECIFICATIONS. SET DOGHOUSE BASE EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY .4 BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". 12" THICK VOOT No. 68 STONE BEDDING 8"xEI"06" AND 4"x8%16" SOLID CONCRETE BLOCKS CENTER Wi DOGHOUSE MANHOLE BASE WALL (4 EACH) MIM, 1 11111.11, ",1 Ml..Il MHH I'll ... H111.11 'I MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S -1-A MATH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT ALLOW CONCRETE TO FLOW A MIN. WRAP EXISTING PIPE WITH 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NOI CORROSIVE STRAPS. 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3.000 PSI CONCRETE BASE FOUNDATION SECTION VIEW I.MIMI, MMI 11,11111111 "I'M I'll I., ... M.M", M.""MIII] III till I H Rill 11 NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. 7)TypicAL sm S12 INOT 70 WAM FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN a BRANCH 01111 0A1 NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT It INSTALLED 0 --h TMICAL WHOLE PUN SHOWNG 10 BRANCH Ill S12 ) NOT TO SCALE NOTES: 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP) FRAME & COVER �v��,L (SEE FIG�. S� I D.E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-13" MAX "WEDG-LOK" TYPE RUBBER- COATEDSTEEL STEPS OR APPROVED UAL CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN\\, "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0 FROM INLET TO OUTLET 5'� SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE A- FILLETS 3/4 DIAMETER OF CONTRIBUTIN.- SEWER. 12" A FILLETED INVERT tOR A SMOOTH f I �f TRANSITION OF FLOW BETWEEN Qgj�� INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6' BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TMM MMHOLE SEMON SHOMG BWCH 79-IN ��NOT fd _S= FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR SLOPED AREA NON -PAVED AREA V-0" MAX 2'-0" "WEDIS LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE A SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3' -0" MIN THE DROP CONNECTION SHALL BE ONE OF THE FOLLOWING: 5- a. DUCTILE IRON PIPE (CLASS 50) b. P.V.C. PIPE BACKFILLED IN 6" 12" MIN� LAYERS & COMPACTED BY HAND it 16" MAX TAMPERS. 5- ,a MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIES OUTLET SHALL BE 0.20 FEET IRA I> A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE PROVIDED. 121' 14� CI iiI . N I 3/4 DIA OF LARGEST PIPE IN MANHOLE NOTES: 6" BEDDING WITH NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. 4,) :: - zr, 8 > Zi 4.1 C A E CL 0 0 0 0 -E 0 > 0 0 10 oe X 0'a -.1 41 4,fv 'iR S ke jil I 0�1!f` ,*,LNLTH 00t. TIMOTHY R. MILER CERTIFICATE No. 30542 I NO. I DESCRIPTION I DATE I EL => C� C) jz M n C 3 Er iZ i 0 V) CD 3� U) �:D E--i C:) E-� III -If E� 0 Sheet No: IS 12of 19 600 . ... .... ........................ .. ... .. . ... . .......... ...... . ... .................... .. ................... ........ . .... .. ..... ..................... . . ..... .............. . .... ..................... ............ . . . .... .......... ......... ........ . ... . . . . ............ ... ... ...... ........ ........ ... ...... . ............ .... ............ ................. . ................ .... . ... ................... .. ... .. ..... .. ............ . .. .......... .. . .. ... .... .... .. ..... ... ... .... .... ............ ... ... .......... ........ .. ...................... .... ....... . ................. .............. .... .. .. . .. . .... . .. ........... . 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ExtSTING GRADE ......... ..... ........... . ...... .......... ........................................... ................. ....................... ................. ... .... .................... ..... . .. . ............ .............. ... . ..... . ......................... .................... .... ................... ..... ........... ....... .......... ...... ...................... . ......... ........................ ...................................... t . .............. ............. .. .... ..... .... ........ ......... . ...... ........... ......... ........ ... ... ..... ...... ............. ....... ............................. ....... . ............. .......... ....................... 590 . .......... . .... ............. .. . ........... ...... . .... .......... .... .... .. . .... ......... ....... . . .................... ....... .. . . .. ......... .... .. ....... . ..... .. ... .. .......... ..... ....... .... .... ....... ........ ...... ....................... .................... ......... ...... .... ... ...... . ....................................... ............ t . ..... ....... .... ....... ... ......... ... ....... ...... ............... ...... . .......... - ....... ............ ........... .. .... .................. . ............ ...... . .. ......... . .. ........ ... ..... ................... ...... .... ............... .......... . . .... ....... 11 . ........... .. ............................ .. ............... ...... .... . ....... . ...... ........ . . .. . ...... .... .......... . ... . 590 ... . . .... .. ............ .. .... ------ .......... . ........... ......... . ................. .. ................. ........... . ... . ............ . . ... .... . ......................... ........... ...... ... ......... ..... . ....... ........................ .... . ... .......... ... .. . ...... . ....... . .. .... ...................... ..... ................. .... .. .. . .. .. ..... .... . .......... .. ... . ..... ................... ... ........... . . .... ... ... . ... ...... .... ... ... .. . . .. ............................... ........................... .......... ................. .. ..... ... .................................. .... ..... . ................ . ............. . .... .... 585 . .... ...... . .............. .. ... . ....... .......... ...... ... .... . ............ .. .... . ....... .... . ... .. .................. .... ........ .. . .......... ........... ..... ................. ..................... . . ............ ............. ........... .. ........... .............. ..................... . ................ ......................... .... i�NEW` �40 CLASS 52 1 ..... ........... ....... . . ........... . 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E .... .... ..................... ............. . ..... . ..... - - - -------- - 565 . ..... ................................................ ....... .. . ? .................. ................................................ . ....... ......... ... . ....... ..... ............... ..... . ........ ............................ ........ ................. . .......................... . . .................. ....................... . ........... .... ........ . .... . ..... .......... .................. ....................... ... . ...................... ........................ ................................................ . .. . ...... . ...... .......................... . .. . . ............ .. .. . ................................ ........ ...... .......... ...... .... ......... . ..... . .............. .... . ............... ................ 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Contructar;ta verify. j,,. 45 Storm ..... ......... ...... .... .......... ...... ......... .... . .. . ............. 560 .......... .... ...... .. . ....................... ............. ....... . .............. ........... ...................... ........................ ... ....... . ..... . ........................................ . .......... . ................................................ ... ............... ........................... .............................. ....... . ... ............ I__ .................. . .......... . .. . .. .......... ............ ....... ..... ................... I ............... . . ......... ............................... . .... . . ....... ................................................ .................... ... ........... . . ...................... ..... ..... . ................................. ........................................ ........................................... ................................. . . ..... .... .............. ... . ....... ............ ............................... . . ............. ........... ......... ......................... . . .... . . . . . ................. Gompaetiery under pipes . ..... . .. ...... . .... . ........... ..... . .... ....... .............. . ...... ..... .. ..................... . ......... 555 .................. ... .... . .......... ............. .................... . ............................. ........... ...... .................. . ................ ............. ............ . ............................................... .... ...... 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I .................... . .. . .... 4 ... ......... ..... .... .................. .............. ... ............ ......... ..... . ............. . .... .. ................. . .... . .. . . . .................... ..... . ................................ . ...... 550 WATE� .. . ................................. .. ........... . ................. ..' ................ ......... . I .... . .............................. ...................................... ....................................... . . ... ........ ........ ..................... .............. ............ . ..... . .... .... ... ..... .......... ...................................... ........... . ................................. ........... . . ... ... ... .. . ..... .......... ................................... . .......... . ......... . . . . .......... ........ . ...... ...... ............................ .... ..... . . ................ ...... .......... .............. .......... ..... ................. . .................. ...... I ............. 1.1.11.1 ............... -11 ........................................ ............... . do 1550 ................... ............. ................................................ ........... ................................................ ................................................ . ........... ............... .......... .................... . .......... ..................... ....... ................. ...................... ........................ . ..... ............. ....... . .......... .............. ................................... ........... ................................................ ....... ............... . .. . . . . ........... ..... ............ ... . ... ...... .......... ... . .......................... .... ..................................... ........... 7zvc: ......................... 545 ............. .. . . .......... ..... ......... ........ . ....... .. 1.1-1_111 ................. ..................... ........................................... . . ...... ............. .......... ... ... ... . .... .. .... . ........ ............... ................................................ ... ..... ... .. .......... .... .................. ............ . ................................ .... . ......... . ....... ................ .... . . ............ ? ...................................... . . ... ......... ... . ....... . ....... ... ..... . ...................................... ...................................... ... .. ... .. .. ............ ........ .. .. .... .......... ..................................... .................. . ........ ... . .... . ... . ...... . .... ........................... ....... . . . . ............ ........... . .... .................. ......... ...................... I ....... .......... . ................... . ..... ............ . .................. . ....... ... . ............................ .... . ..... ....... .. . ..... . ...... . ........ ................... . . . .................................. 545 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 LIU. Mil 4� VUIVM LO Ue DUllerfly vaives 570 WATER111M IV .............. .......... . ........................... . ......................... ............... .. ... 11 . ........ ...... ...... - ............................. .................... . ........ .... . ............................................ . ........ ... . ..... ... ............... ............... .............. .............................. ..... . ........... I ........... - ............. ....... ................. ......................... . ! I....................... . ................... . ..... ...... ...... .... . .. ........................ I ... ....... ....... - ..... I ................................ ? ......................... I . .............. ........... ........... ........... ............ ................. ......... ................. ............. ......... .. ...... .. - ....... ...... ............................. . ............. ...... . ............... ........... ................... . ........................... .......... . ............ I ...................... . . .......... - ........... .. ............ . . ...... . .... 570 �13 ............................... ................... ...... ............ ... ............ ........................ ... .......... ................. ... ............. ......... . . ................... ........................................ ..... ......... ........... ............................. ............... ................ .... .......... ..................... .. ............. .......... ........ ..................... ......... ................................... I ........... .. ....................... .............. ..... ...... ..... ........... ............................................. ........... 565 ...................................... . ..... ....... .. ....................... .............................. . ..................... . ........................ ........ ............. .......... ......... ..... - ............ ............................. .... .... "..' .......... ...... . ... .. ..................... . ... ... ........................ ............... - . ......... .......... ................. . ......... ..................... .................... .......... ................ I ........... ........... 565 ............................. ....... . ......... - ........... ...... . . .. ......... ............... . ....... . . ...... ........ .. .......... ............ FINAL GRADE ............................ ............. ....... ... ....... .... .. ... ........................... ............... ................ ..................... . . - .... .......... ................. . ......... .......... . . ..... . ........ . ......... ........................ ................ ................. 30." SbDrm ........ ; ........... .. 1+5m: Starm .......... .......... .......... - ..................................................................................... ===-- �- I . . .............. ........................................... ... . ....... 560 . ............ ................... . ........... .................................... ........... ........................... .... .... ........ ... ............. A ................. ..................... I'.+.-+;; I. ..... . ..... It . ... ... ........ .. .. . ................................................ 560 ............ .. ................................ .... ... .. . ........ ... . . ... .. ........... ....... . .. ................... ............. ....... . .... .. ..... ..... fr IL .............. ...................................... ................................................ ........... 555 .............. .. ... ..... - - . � .... ... . ... .MI.5 Orm ........ ........ .. - ...... .......... . ................ .. ........ ............. .... ...... ;0" .......... . ....... ............. ................. . ...... ...... ......... 4� ......................... ........ ....... .. ..... .... .. .. . Sanitary taterd'. (IM) ............................... ........ ................ ..... 555 ................ ...... . .... ... fif.- ....... ..... ............ . . ...................... ... -EXtiTIN6 6RABE i . .... .. . .. . . ..... .. ..... .......... 550 ................ . rc_ ..... . ........... ..................... . . ....... .. ... ........... . ..... .. ... .. ............ ................. - ............. . ................ ..... . ......... . . ........................ ........... .. . .......... ................................... .......... . .. ... . .................... ... ................... ..................... ... .... ........................... ....... .............................. .............. - ................ .................... ......................................... . ..... ............... ........... .. ............ ........... . ...... . ................................................ ......... ... .................. ......... . .. . . . .... . ... .. ...... ................... ........... .... ........ ........ . ................... ....... ............. 550 ....... ................ .......... NEW 0 %,LAZO 52 ul W . . ... ............. ............ . ............................... ................................ 91 ...... Factor to vei t .... ify I - .... ................ - ............ 8 Son 4 ............... .. . ... 19+11. �t ... . :::�: 9. ................. . - ........... :: " cbmpaction. uke + pipes . . ... ................................ ......................................... . ....... 545 .... .............. ... in ........... . .. . .. . ... ........ ....... .. .. .......... ... ......... .............................. .......... .... ................ +. ........... .4 4 Ll;�iI� ....................... .......... ............................... ............. ........... .............. . ....... ...... - .......... ............... 1545 ..... ....... ................ . .... ........ .. I . ..... ............. .................. . ...... 9 ...... I .. ........ .... ....................................... - . ...... -.1 ......... ............... X ................ - ... .......................... .. . .............. .. .......... . ........... ... ..... ....................... .. ...... .... ............... . ....... ........ ..... ............... ........... ............................... ........................ ........ ................................... ................. ..... ......................... . ............ .................................. ..................... ............. ................. . ............... ................... .. ........... .... .......... ........... . .......................... . . .................... . ... ......... .. ....... ............................... ... .............. ...... ................ ............ ........ ........ . . .......... .... .. .. ....... ... ....... ................ ........................... 540 C, J:: ............. .......... ...................... ..... ................... . ........ .. .............. .............. ...... . ...... . . ....... . - ... .................... .... ................ . .............. . .. ........ ................................... .................................. ............................................. ..................... 540 .... ...... ......... ......... -.... .................... . .......................... ............ ........... . r .............................................. ............................................. . ... ................... - ....................... ................. ................. ...... .............. .............. ............ ............ . ..... ................................................ .................. ............. .. ..... .... . .. ... - .. ............... . ......... ... .. ....... .. . . ... ............... ........ . ...................... .... .. .............. ........... - ............ ....... . .... ............. . .................................... 1.11-1..- . . .... I .................... .............. .................... .............. . ...... 9 ............... - ............... 535 ........ ............. . ....................................... I..". . . .... . ....... ..... .......... - ........... .................... .......... ...... ... .. ... ................... . .................... . ................. ............ ................................................ ................. ..... ....... ... ..... ........ .......... .... .. .. ..... .. . ... ........ I .......... ...... .. .. ..................................... . ................. .................... ... ............ . ............................ ....... .......... .... ............... I ....... . ......... ............ .................................. ....... ...................... . ........ ................................................ ..... ..................... ........... ..... I ............. .......... ................. 535 T7i . . .......... ..... ............................. ............. ...... ........................... .............. . ...... ...... .... 9 ....... ........ ........... ...... . .. ...... � _ _ .. .................... ... .................. ... .... .... .................... . . 30 . . ...... .......... . ... . . ....................... ........ ..... - ................. .... ..... .... ............. .... .. .... . . .. . ..... ................................ ... . ....... . ................... ........... ................ .... .... .... .............. ....... ........ ........... .. .. ... - ......... ..................... 530 4 ln QG tfl GO, 41) ........................... .... ............ . ................... .. ..................... ... .............. ... . ............... ............ .... .................... . ........ ....... ... ... . . ........ ....... ... ..... ........ .............. . ..... :1530 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 2' TO I O'� (270-) 7 CU. FT. E BOX L �71 8" X 6" TEE 2500 P.S.1 CONCRETEI, jllll�� :01 BASE AND BLOCK AGA UNDISTURBE - SIABILE SOIL. STEEL PILE ------- /4 THREADED RODS TO AI WHEN THE SOIL IS DISTURBED OR WHEN7Z3M N 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 CATE 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. WE FOR ALL BENDS SECTION 1-1 MAN Elli IMili Z FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF rNOW. REQUIRED. NG AS JIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4' & 6" 45 2.00 2.25 2.60 0.15 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 1 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2,67 0.13 90 4.83 3.83 3.42 0.83 10" & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. r7_'� CONCRETE THRM MM DETAL k,,,,"'4.�j13JV0TT6_ . ...... . . . .. . ................. . . 550 545 540 535 ............. ................. ......... .................................... ..................... . ......... .............. ..... ......................... 530 .............. ................... .................... ...................... .............. 2r Storm. f . ........... - .................................... .� . ........... ............................... ............... .............. .......... 525 ........... - ................................. ................. ... ...... ......... .......... ... ........ . . ..... . .... .................. . . .. .... ............................... . z c' .. . .......... .................. ...... 520. ............... V) . . . . ............. Co. 011'EnS 'clil ... ......... . ... ... 0+00 -1 0+50 1+00 Existing Grade 550 New Grade - ------ 545 15 Storm arm 12* mi. New S ouss 5 2 P1 waterline owe_! ....... ....... ......................... ....... .......................... - .................... . ............................ 4�V Storm .......... ..................................... ...... ................................................ ................................................ . ................. .......... .... .... ........ . .. ........................ ................... .................. . ...... ........ ................................................ ...................... ............... ................ 13� . ...................... .... .... ............................................ ... . .............. . ........... ................ . . .. ........................ ......... ............ ....... . ....... ................................................ ? ........ ........ .... .... Contractorto irerify 95% . . ................. ................. . .............. ........ ........... . .......... > . .... ........ .. 530 compaction -Ainder- pipes ........... . .... . .. ... + X ...... ..... ................. ............ . ................. dil.......... ............ ... ................................................ - . .................... - . ................................................. ............................ - t ............. ........ .......... ........... ........... . ..... ...... . .. ............................... .................. ... . .. .......... ........... ........ ...... .... .. .................... ........................ .............. .................... .......... On 525 ... ..... ... ...... ........................ ................ ... I ............................................... . ..................... ... .......... ....... . ...... T ................... .. ....... ........... ................... _ ... ......... ... ....... ...... ............. .... . ...... .. .... .................. ........ . .......... ............... ......... . .. ......................................... .................... ... . ... .... . .......... ... ..................... ....... ..... .................. .................. ........................ ................ .............. I ........ . .................................... - ........ ..... ... ...... ........ ....... ....................... .... ... . ......... ... ..... ....................................... ............... 1520 1+50 2+00 2+50 3+00 T+ 5 0 4+00 4+50 5+00 5+50 NOTES 1. MINIMUM 3' OF COVER OVER TOP OF PIPE. 2. CONTRACTOR TO PROVIDE 95% COMPACTION IN FILL AREAS (TYP). 570 ..................... ............. .............. ................ . ............. . . ... .... -, ... .............. .... ...... .......... ......... .. .. ................. .......................... .. ..... . . ............. ........ _ .................. ....... ............ ........... ............ - .......... I . ......... ....... ........... I ... .......... ............... - .............. .. . .. . . .............. ...... ... . ..................... ........................ ........................ ............ ........................... ................. ............ .. .............. K4 WATER111AN 'D' 570 ........ .. . ... - ................ .. ...... .................. ................................................. ... .............. ........... ....... ........... ........... .. ... ... . .... ..... 565 .......... .... ... .... .... ... .. .... ........... ................ I';;� .. 3'Mln;; 7" . . . ............. I .............. ................................... .............. I ....... I .... .......... .............. ................... .............. ....... ..... ..... ........... .............. ............... ................. ................. ............. ................ . ......... .................. I ................ ... ........ 565 ...... .... ........................ ..................... ... . ..... .................... .......... ....... .......... .... ..................... . . .... .. ... ........... ............. - - .... ............................... ................. .......... .. . .................................. - - ...................... .... ... ...... ...... ............... . ................ ............ - ........... ............. - ............................... 5.60 ............ ................. .................... . ... .... ........ ............ . ........................... ........... . ..... . . ......... ...... ................ ..... .. ........ . . .......... . ............... ..... ... . . ............... q4lnimid.* Grad- ............ .......... I ........ . ............ ............................... ................................. . .. . .. .......... ... ........... a ........... ......................... ..................................... - ....................... . ..... .................... ........... ........................ - ... ...... . ...... ... 560 .................................... .......................... ......... ........ ............ ........ .................................... - ... .............................. ... .......... ............ .................. .... ... ......................... I - . ............... a ........................ . .......................... ...... ...... ....................... ........................... . ........ .................................... . .. ................. ................... ................... .......... ................. ..................... .......... ......................................................... ............................................... .................... 555 ......................... .............. ........ ................... ......................... ....................... ..... I-- ................... .. . ......... .......... ....... ......... ............. ......... . . ...... ..... ............. ... .............. ... ........... ...... ........................................ . ................ ......................... ................. 555 ................ ................ ................................ 1 ........ ........................................... I— . . ............... ... ... ....... ............. ................ _ .... ........... ........................ ....... ...................... .................................. .... .................. ........... .......... 5� Storm. 111.1 L I ............. ....................... ...................... 550 . ................... . __ .... ............................ ......... .. ................................ .. ................. . ........... .. ......... ............ ...... ................... ..... ........ ................... ..... . ............... 4.4 v. .............. 1 11 ...................... ............... .......................... ...... .. ... ........................... ...................................... ............. .......................... I .......... 11 ... . ................................ .......... 550 ........... ..................................... ................ wqwl:. ........... ........... 545 .. . ........ . qq::�:�:: q ........ . .... cbftttdtt . .... ... .... ......... ........... untrea . ....................... In ..... ..... ... ....... s .... ............ Sla 44-47' +*.04-25_11 ��B ... ...... .. ....... ... NIL- ....... ........... 545 .07.! . ............ ........... - .......... icampoction und -r pipes .................... ....... .... ................ 1 �-�2 - 8" rk 1 � BiR ..... . .............................. JP .......... . .......... ....... .. ................. .. in - 014 filf - areas. ....... .... .... .... ....... (TYPI.) .............. .... .. .............. - 540 .............. ....... .............. .... .... ................... . ... .. .......... .......... ........ .... I ....................... . .. ............................................ ... .......................... ................. ..... . ........... .................. ........ .......... ................... ...... .... .......... ......... ........... I .......... ................... ............... .......... ...................... ItAl. to ..... . . ........ ........... ......... .................... ............................ 540 + .. . . . ... ... ............. . 535 'r9 .......... : .: .................. ............ . ... . . ......... ....................... 4 .................... ........................... ...... ................................. . ............... .......... ...................................... .......... I ............................. ............ .................... ........... - ........ ... ........... ... .. . ... ............................... .............. ...... ..................... .... - @e> ......... ... .......... .. ........ ........... ............ .......... .............. .... .......... .. .... ...... . ........ . . . . . . . ............. - .. ........... . . . ................... .......... . ....... 535 ... . ........... ........... ............ ............. ...... ........ . ...................................... .............. ........... - .......... 0-to -4§ .......... ............................... ... . . .......... ................ .......... . ................................................ ................. ............ - ........... - ................ 00 : I_ ......... I ..... ............ .... . .......... . ................ ..... ... .. ..... ............. I ................ . ......... ... ................ . . .... .... . .............. . ............ ... .............. ........... ..... ..................... I ............ ......... ................................ ...... - .... .... . .. 530 . ......... .... . . ........ .. ... . I I . . ....... . I- ... .. . ........ ... ... . ...... ........... ............... .... .......... ....................... a -1+00 0+00 1+00 2+00 3+00 4+00 5+00 I* TYPE "W" SOFT COPPER NOTE: NO SWEATED FITFINGS (FLARED ONLY) DUAL SERVICE 3/4" TYPE `X . SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. 1/4 BEND COUPLING MUELLER NO. H-15059 J3/14", 1*) L C ING NO, H-1506B 1 1 2'. 2) G NO. L02-33 (3_14*� VALVE NO. L02-44 I - NO. L02-66 1 /2") 36" MIN. NO. L02-77 �2-')l OR APPROVED EQUAL ----------------------- 4" STONE BEDDING - CORPORATION STOP (3/4", 1-, 1 1/2", 2-) MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL S13 ) NOT TO W" CAST ]RON LID =Zlz; FINISHED GRADE BROOKS 2200 SERIES BOX WITH EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS COPPERSETTER (PLACED ON STONE) FORD W72 (5/6-x3/4-) W74 (I ") OR APPROVED EQUAL METER PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS 0 I DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 2 0 z . Id- z WATER ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 4 2'x 2' BEARINGAREA. THRUST BLOCK NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE COVER LIFT NOTCH 12 3/8- C WATER EE:5 CAST IRON LID III 2200 SERIES (5/8"-l" METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. I') - - ';� E > c_\I 00 < In Cu - kD > < co - M > . 0 aj al 0 0) 0 c 4 -i MM V It E 2 0 U) E 0 0 4i Svc* tNLTH op 0 Y R. rTN TH I R MILER CER*lCATE No. L ONO. I DESCRIPTION I DATE I C/) TYPICAL BOX 0- NOT TO W" E z GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATFRIAL INITIAL BACKFILL 6" BEDDING #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL. SOILI�l INITIAL BACKFILL 4 Mi 8' C) MIN MIN #68 STONE PC-, > ;TONE U) E--1 STABLE SOIL OR ROC\K �4 �:D NOTE E4 %_IP u l.NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. F4 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED F4 ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, c:) 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED Q_, IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. E� _-44 El E-T c:) �DUCTRE [RON WATER PIPE 0 INSTAUATION & BEDDING 0 ��1�3 N0f WMC C._ Sheet No-, IS 13of I Qu L 12X4 12X6 12X8 12X10 A DUCTILE IRON GRATE W/CAST IRON FRAME C VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR-35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC A B C 12' 4" 10.50 12' 6' 11.50 12' B' 11.50 12' 10" 11.25 12' 12' 6.00 HAS PROPRIETARY RIGMTS. IHE RECEIPT N OF THIS PRINT DOES NOT CONFER. �APP;D &" OR LICENSE THE USE OF THE DESIGN OR INFORIMTIDN SHOWN HEREIN BY Cdl 12X12 A DUCTILE IRON GRATE W/CAST IRON FRAME 3 VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR-35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC FOR THE DISCLOSURE TO TIERSO TE &2599 I MINE DRAN 11P DESIGN DETAILS EXCEPT BY SPECIFIC WRITTEN PERNI GSIZE A SCALE NTS SHEET 1OF1 DWGNO. 70091110002 M.� 1. QUALITY MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-M. 2. MATERIAL: DUCTILE IRON. 3. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT. 4, APPROX DRAIN AREA = 39.75 SQ IN. 5. APPROX WEIGHT = 20.15 LBS, �1 2 S14 3' Roll-T Curb 3 nWA Pavi S14 JNdf TO scot$ r4-'�-NTvpice Sidewalk Detail S14 ' TO WAU 20X. 1. OF THIS PRINT DOESNOTCONFER. DATE 051Mr0tPROJECT DUCTILE IRON R LICENSE THE USE OF THE DESIGN 017 1V llLLAI FORIAATx1N SHOWN HEREIN APHD BY C.WOA4W 71NOF7FFSPRTrORANYf 0RNAnON TIRE EREIR OR AWIUFACME OF ANY TE 04MY0TE I COVER I? DROP N OR THE DISCLOSURE TO OTHERS 630CW BY 9PECIM WRITTDI SRE A SHEET I OF 1 DWG NO. 7001-110021 AST 2" SM-9.5A 14' Max Slope=57 Min Slope=2% 6"- VDOT 21A BASE MATERIAL 5' CLASS A CONC. I- / 4" VDOT 21A COMPACTED SUBGRADE 95% COMPACTED 811FORD, GA MM8 PHN M 932- W FAX (M 932-2490 REV B BUFOfID GA ]mM PH N QIOI9y,2M3 FAX M 8322I90 REV B Sidewalk 4" - 3,( 4" VD VDOT ST (To be r where road grade exceeds 37) R WV Ill r, rr L - V •vvr crrr yr .vim rr�r.��r.�r .� &-R&n Drive (MA 02-02 ROAD F) Sl4 xet to 3021 7' Parking 7 ders ate Way ZYA 02-02 ROAD G S 14 _ Not -0�1e 3 5' r2% Slope --.« (M(Ix.) . . 4" OUTLET PIPE 25' Pavement Road 33' Access Easement 9' Trovelway 9' Travelway 2% Slope I 2% Slope COMPACTED SUBGRADE_--- 95% COMPACTED Road 30' Access Easement 18' Pavement 9' Trovelway 2% Slope 4 COMPACTED SUBGRADE_,-- 95% COMPACTED CG-6 4" MIN aQ- >t° g COMPACTED SUBGRADEJ 95% COMPACTED Public R/W 13' — el Lone CG-2 2" SM-9.5A 6"- VDOT 21A BASE MATERIAL 2% Slope 2" SM-9.5A 6"- VDOT 21A BASE MATERIAL 5' UD-4 UNDERDRAIN Sidewalk 4" - 3,000psi Conc. 4" - VDOT 21A 2% Slope CG-2-N I(Max.) — 13' 2.5' 5' Travel Lane 2% Slope (Max.) 2% SLOPE CG-6 ti Sidewalk 5 4" - 3,000psi Conc. 4" - VDOT 21A SM 9.5A 4" PIPE BM-25.0 l' VDOT STD. UD-4 AGG BASE TYPE1, 216 UNDERDRAIN Sidewalk 4" - 3,000psi Conc. 4" - VDOT 21A E �NNcQQ uTN—U� J Li_rr� C J �mm O m cn�v�r E r C CL 7 -U _O v01 o®so ti boo �s0 as..... _.. at`�`a f�plTH OF TIMOTHY R. MILLM CERTIFICATE No. T 'a 30542 NO. I DESCRIPTION I DATE 1 B N 0 > r—H w v� �, E- z E-N o z � w i O a a � w Q � O w Ei E-1 U Q' Z H—H Q O H—N On street parking is not required and the curb to curb road width may be reduced to 30' because the road length is less than 0.5 mile and no lots front on the road. Ref. VDOT Road Design Manual, Appendix B, Subdivision Street Design Guide: Sec. B-4, Paragraph B, 3(d)(3) 9 lavvingston Drive, Sta. 10+00 to 16+11.69 S14 1 N-M M- S= heet No: S 14of 19 0 • ■ .'. i,r. .... r t i 17 500r __' �_' f ' # ---------- FHAI CONCRETE CROSSWALK WITH ! STAMPED COBBLE PATTERN, ! ,� - CONCRETE SIDEWALK WITH MATCHLINE 02, ( / i CONCRETE SIDEWALK WIF ! — STAMPED BRICK PATTERN. /a r y. / / /I64IFSTREE STAMPED BRICK P¢17 TERN, I , 6 f f ✓ J Ot flTE(;T� L NG�T' / LINrE` tI QW' WDVGS � r � f c a • •- < i , b a ; - _ _ _ - - - _ _ _ _ y ! r f : f f - _ - SEE CIVIL- DRA FUR,- B16-RETENTIQ# / f ; r 'PLANTINGSi<PICAL rt„, `. o •:: SEE DFL.. p 00` aY } } `, ,.' ".._. •.,....... - -•- „ ..• J y_„r ,., F Y V • , { RAMP HANDRAILS oe 564,20' ACCESS RAMFs, SEE DETAIL SEATING WALL, s I 55t165' 548.85` r 54> b e e SEE DTLr �y r� �F �,r wry �< r i s� r d` . RMP DN. RAMP Dh{ €@ IF12 �i I F MP s o 563.7 { - 568,75' S6b.95' A A S If ✓/ F fi /* l E.s i 566, � i F� I �y o L RA'MF i a b12 17 MP @"Iae ut t L! I / / / o r { I / 548. 1 c I Q ti Z 551,50' 552,05' CON... 7 t) - ,. ,50< b t �' # c! rc I s �• _ - SEE DET4EiE L # F , € I /1r�' t� �/ ✓' f I '-7 r o I, � 551,55` � � a ram-- R—,21.50' I ;d � � f / I/ / f �r '� � �. • f�rt-a r f I i .- SEE DETAIL E T A I • ..,'' § s ,-„'^' ,,. / ! / ..< t r $ / L ..,.. _-7-- DE . x 5 1900 o .570 , 569.Td` ooa 6 � '� v � ` r- � ! .fig I �f f 7/ �•" �/ /i^, — ,. --u->,.3.4 ; I a 552:4f}" � � " 1 �r " � f ✓ r,- r � � r'/'`' f't f % ! f ,e �` �/ F € _ / $ � 570.40' ! � � „ 4•-•• � .._� �_,•.v�� t�� �� }f f`/ /t � III e� ff �' / l,f /f ,, } t Q ! 6.00' 52{00• - - \ 4 YS{ a3f SO /f ! f r / i ff I r' / I _ LIIGIIT BENCH A � LL(f fl II i ! sF i �LIGHTS' - ---- .r--''.�..---•`-ti � 3�'�t ���` DB:� ,ZBCt � t � f ,f � �,,''''r r # w ALL SALL BE MEN E F X UR ' ON 12' -� \ ,�4 f. 1 I } t 1 / k 3 # #o# POLE' OM `A ! T AL AREA °{ ft /I . ' t p LIGH C P LIGHTS t 1 t t f l r s ✓ r' SHAL T T PER CZXWTY ! _ Ilk i _ __.__-_,•--____. g ! z STi4�RDS, � � � � # �°�,� t � �i t� �� ��y� ! k � i .k � � � t� � frl� ✓ `f': ______..._, ..._....� � � ` �,°`• r E pl P��� # !� t ( i ! t%� t' �,_ � i t � £ 'i �'+, xa #`�\ i �� � `l� .•• �1 t � S � `l F ; `, `L(jI'.j{.�' jF�'y[/--''' /� � t,#,i, p3 � `n.. � � i sty, �y � S,} � P '4 '/�jj)t—•, 1 p( { � r'L C I �I �.4 �� � � � � %: I t � I �. •. ,. i if �, � _` 1' � { �F � aikl` �t° ct i\'S\•, �( T S 5 7 y � ! { { a � fr 6 t b.00 jui t---------- BENCH---- t\ CONCRETE SIDE ° }7 i � �j � °���,`� �!`�. � � `'• �'� ° . ALL i SIDEWi E . j ` y `� t i, -- � + .PROMENADE` 4 POLE. FRdM ARCHr E REA LIGHTING COMPANY, ALL LIGHTS `� S� ED C�IBBLE. � � � #-� �r r � � �' t .� I,! � � •, �„ .a `� p I ' 5HAL1 BE FULL -OFF PER Ct1UN7Y------------ - STANIfARDSr � � t • N4 V 'r j � � � � � ( � � � " ��� �.t i 't� I # � �`•,,. -�� � �: 0 i - `�•� � �` ,� •� ! A "L_ QUAD11 C7mmUNI Y GREEN • , tt p fl v v p ° v '(Q 4 I a 00' # ` ( 1 T # 7- THICK NC, P T r o FOR ALtsE CRUSSING ` a L WAS. WITH �? � tt € f CONCRETE SID ALK WITH 7' THXK ONC, PVMT G PATTERN, SEE LE L s i p STAMPER BRr PATTERN. g a FOR ALLE C ALIGN `r CON e I�I4 ! M H --- PAVEMENT, TYPFCAL CROWAHJ4 WH - STA DE t r � � ,r - ✓ � , L SEE rDTL, CONCRETE ,_ :�° ' r t { ; -•- / 557 40< [ ° CROSSWALK CONCRETE S11FiEW1i- I� 6.50' _STAMPER -C _ _ - - - - - S7 AMP_E11 _B �A_T £E .. ` r P F 5,00' ' I 572.45` e .�i� r! 1,071 i .._._ `jj gyp( # i p�''�f { Y-- 4'_l '[ • * i ". .-.. .-... — , �� � �� #' t 557, .0 CV [i � 1,667 +J AMP f$6.8$` a ANDING c5 # 16�.90-'-56L2¢_'„_ 560.10' ��S t� � { X � 1- ` t� � �� yr• ! � f,, �,,• t LOT # RAMP DN. < 7 { r i ."� •---_--t"EI wa # � g � Li f !..? 1- ! � # T ^r'f / � "•`.,,,,.- ` / ,l �, / � �,.,_ .� g ! AMYe 572 65 t ! # 1r50' p21.50' 5100,ANDINCi---4'--:�-s o S7g 80< F r t f � � � �: -.. „ �-` ' � ./ /`` /'• `"' ,4.. a .,` � ,�' A 575.'90' E 574,10' j 1 i 'tF!.STAIR, 7' t .... g ; F '`' ✓ %" ,.- •k { `s z SEE DET .Sd2 RAMP DN. R It12 I ? t j(��' AMP DN. ! ! ''� `'' F � i< _.._.-.,�! � �' - < � ✓'^ � '� wry. /+' / f ,�' ' "`- „ �' _ , � � F� r �� f cr o SEE DTL WALL, � � t 562.$5` 576,00' p. � ! � � a a CDNC�T DE !. -' -" >r.. F" '" '� �- �,• AiL r _. +r- t�` r� f {#}{ d� `. v it 1 r ✓ / RT 5,00 � �• r. -` dp 4 { c % ice• �t ,, s # 3`, �\ /'r' r' ' ! s '" i� / !• i f ( o { ! , SEA SEE Lr A #I ✓\ e\y �d tf { / _ `y t� J �` - _ p 5r00'.. rr eT �- c p l tl, \7 I ✓ _ CONCRETE CROSSWALK STAMPED COBBLE PATTERN. ! S T _ /�� MA7Ci-lLINE 02, S16 ' ! � � � � � E\ � -_..y. •- / r CONCRETE SIDEWALK WITH I t i~ J / ` STAMPED BRICK PATTERN. i ! CONCRET S WALK W � o -- -- - .. -- - -'- - ' 560 i t � _ , pry t S 4 � .� ^- y •i '.. •�0' � v' 6�l' S GV F 1 � y -13 ww _ � 'THE ELLIPSE' COMMUNITY GREEN LAYOUT 02 - 'THE_ QUAD' COMMUNITY GREEN LAYOUT 01 LANDSCAPE PLAN SCALE, 1'=10' SCALEt 1'=30' C rn 4, �a1 2-27`d� DAVID T. ANMVW am CERTIFICATE No. ✓s- OOD3t1 4AD3CAYF',���~ NIL I DESCRIPTICIN I DATE 0 z E u 7 0 0 a Q T PC T Y a CJ 0 N U'f Ln N �cu a F y c °D L es � A �i at A z Z c O L i Sheet No: S16 of 19 rnojectName: _AHIAt'iM 17.A/E AT 06LU144660 '1161 ICE IThK Fh= AUHOL0 Aeac ./ATE5 Coamkted �`Idu Meamsre Desalmtbe . A I. Ice UnIng AMsbeu L, dam and lilwaied cat its ola-• Tteambe peaaved amdpt«eetd. Lima of deuig scow, unclaa tam me oet�barip-Imq adaotkea moo s feetsem me See. of the ttaa to poseved and protected • Locations and type ofpoective Sod"g. • DeImlei Vading iffiemdim is ,erns weae&ae chmrges msy..gaa tree webs«wage. • Ttnsmlmg«nmotmg WWOSW beyondda limits ofelea®g. 2. idartxitz Stdeckwlymthepl-tort"Abctiestobepa adadpnke dWWIWmatedwlmp.im« ribbwuabei&d-iyvisibkwegoipmentopetat«y Noland dnuabing activity Ann bogie man ace t lnmkingh=bem imtalledbydeoanoacWand impeaedaodaPPmvedbyme Cna#yJJmgae®ne >•. 3. atl Omaadmand ,mace - Sgmcleanly mthe plan that "HeavyegdVmmst."Woulattaf ,,and the sm p fcossic Ins m l,adw6shagmebap"mbodwimmieeoWidad*liwoftaxmbepwwvedand ..-1 betepmay Wane •mtaolmeremis aged man, an e"arglmmt Salida looadoms,belt be wmd'matd ttrkthrtthry atrR tmtadvmvaly aRect tact mbepeaaved and paactad- 74 s. � btepcmvvd the PAMcdm "I'licas SW not be pnnrfgd wimu I00 fan ofthe maids ddpbm ofbens 6. T Sme dealymmeplmthatToaie tmpdalssWanolbe,load widnalOD feaoftbe catddeddp-line of IItm b hepeeaved adpcteaod•. 7. E Mcdw Itemia T,eepobodw �gdrb b<abmrnad Wemaedmmephmsa'au trastbatnsembspaavaaad pabmed and arc, lamed said" 40 fart of a popomed Wading I landdiatubbg activity. gram daily mmeylm dR[Rio latddid«bhtgalaivityaWl begs tmhl memo ptomdve Smomg bas beam �d .... installed by floe contractor and inspemdd aappo ea by the C,'* t". Ya g. -TMWeW When dw gmatd III oamtbo assdwia® the drip-hwofa Was m bep"w d and potamal, the phmahab show, idmdfy, mdpovidea depb f« a tmewF■. 9. nmwwb VAM me gramd levd most be bwvsad wimithe dtipcta of tree b bepeservadand pobomd, me phmdRbsbow,sdtmty,amdPwd&&404f« aeeewall. TurlchmaTamatalme ImSeme m the pia where tratddmg and ttmdmg will be aeeassy wales des bmita d face pcomedm «beyond the timtitsofolmiog stab akady on the pies "-Wcmdmrbmg foraoylud of aadmWOmdwole , mew«. CkCW=4 abk, eekphome, «am«oWityaervias is ttewaq• wins, ma l'mdtsoftas p"wilamur bayodthe Emdta OfcleeWg,the up",,Em me taadR ofman dolt nucmbN bewfmmed at I POOR&Tonclicgehaaberegmed what deaoed, by er County Bach,, and kmdiogvrtL agdbeaotly datRge feederatW oftrea b 6e ptsal'edadpaoRead", 11. DamS®d 7r«a&Co"neokdAmt 2:ma State daily m me plan flat"Amy damage m tlw mowm, InI or toot system ofamytm to bep cmvd adp«eckd dab be repavedire3ately, In aeeadunc ,with ma padimanthe Hmdm a Sedmatt Ccoaolli>mdboar. Caef«,,aims igmiec Shag be praaibedbyapoflsbal maasR«erte al"bla . _ Stemakap•mdRpim thrt'Soib which have bemt'ndpdcted. overtlwtoct mma d'fteambe pre mved ad pt«"mad, WmH be awabdby pm b mghdu wfmam i m bweaay lg-ov«themM aata lhabwshall be driven lT dmpad moved bank and Samiaach Lyle amNmesoE kloaaercd". I'� � 12. Emovd ofTemam,RV Ptemravalfnmes SYaalYadyastheplmthat -raw poteodvemerapsa6dl be me last ofdw w"p«Ry erasion control plat masaao removed darieg the End do a: . Ceanpindaye ChVID lNou3 95,19-06 Dam CDNEERVATIDN PLAN CHECKLIST ai !. Rat[♦■ Rl�ss_'Sal�wwe— �iL,l./1lf�:il r r+, r R '� 1 r �, RI■ I � '-. Lrt� �iiL?R17 ,--�• �ar.�am , Tom, Aa y ,••••'.•.•� I tlw ••fit• r•1 .'.... .. eel ♦1.70 j7 •.••�••.�•cl .•. _.._ ■rl■r■■.__. IHy�_._, -IB �� piBl _ �A� tB■tomI -- - -�_ _- ����� �����•-,•-� Alf" a - ......4 1'�llrrlp ■' . _.. . 1 L i •' �s•'� �r _—__ 1111 � ' �Cw+—•�► . e l • _rx` •w.�- � - � •� �. • an►�ss..r:r cars .. — �. Williamw_ t��m- � N���.ir'r._.��►��`�� r'aiioi.�:�a�, .r��bir a���t�"s� ate■ � v�1°tii �• �i :• � �� �li■iiii r r r ••'•''as t ice+.+• amps • �� �t�z3 � �� III �• assists, '• - ��� PEDESTRIAN LIGHT PHDTDMETRIC PLAN (FDDTCANDLES) SCALE; 1 "=30' 4" COLORED CONCRETE PAVEMENT WITH STAMPED PAVER PATTERN 6 X6" EINF WOVEN WIRE MESH REINFORCEMENT 1/4" 1 MIN. SLOPE a d -- ------ -•- e .--.• - --' 4o 0 0 Cl0 4 IN. COMPACTED 21-A GRAVEL ' ON 100% COMPACTED SUBGRADE N07ES 1. F7NAL COLOR AND STAMPED PATTERN SELECTED BY OWNER. 2. SEE PLANS FOR EXACT LOCATIONS, ELEV., & DIMENSIONS. J. VDOT CLASS A3 CONCRETE CLINC, SIDEWALK WITH SCALE: 1-1 /2'=1'-0' REINFORCED CONCRETE PAVEMENT WITH COLORED AND STAMPED BRICK PA T TERN COBBLE SURFACE \ STEEL FABRIC REINFORCEMENT \j` PER VOOT PR-3 do SLOPE PER PLANS d Z N nsnsnsrnsr nsnsnsnsnsalRans LpRaasaPnsnsnsonseinswnsns nswns•�� a d , a 4 d a. d. < o ° 0 ° a ° I \COMPACTED 21-A GRAVEL SUB -BASE I ON COMPACTED SUBGRADE. CONSTRUC770N NOTES 1. ALL MATERIALS AND CONSTI7UC7I0N SHALL CONFORM TO LATEST ED177ON OF VDOT ROAD AND BRIDGE SPECIFICATIONS. ALL WORK SHALL BE APPROVED BY VDOT: 2. ALL WORK SHALL CONFORM TO VDOT PR-3 DETAIL FOR CONTINUOUSLY REINFORCED CONCRETE PAVEMENT. J. SEE PLANS FOR EXACT PAVEMENT LAYOUT, SLOPES AND GRADING. 4. CONTRACTOR SHALL SUBMIT SHOP DRAWING SHOWING STAMPED PATTERN AND COLOR FOR REVIEW AND APPROVAL BY VDOT AND OWNER PRIOR TO BEGINNING CONSTRUCTION. CONC, CROSS WAL K i SCALE,, 1-1/2'=1'-0' CAT No DEsclaworsoN 7OMN umff 1dILenbaseED-77tn;& Yrrtp, type 3 rdacNar 70 wilt metal horde nsMimp ba W ' 12=08240R77 volt PR■■i tSVwkw temp twos PRNm Bffi ktaeaee a 85 we8 a raitlaihrt man bsocket fa Ts larro 70 welt metaf l Lh ade Ralltlmp btatest Lamp, dedtrorie ballast and an LDL was, spferXy 1 120 a 277.o■. VCR PFBM I11-165 ktcrldm a 165 %aw m gtAxaion IMM US8� 1neGFUM base ED-17 tamps. Lane. elechoNc bales[ and an LOL lens, aflecity 100 watt metal halde mtalkttp baW , 120 or 277 volt. 211QO&244277 volt 18 FEET WIT wwm DeZ Dark BRtrtze DGM Dade Green -7MAE A m*Vun Vwt garde Gnat ATG AndgM Greer[ CRT Cormn Custom and PAL ooJift are w aiabm at an axlra oast. Please arbmft a cola sanple or PAL. odor rurtber. _ 12Fb7:T dsmaataRltansaaaaeatla tooter ad, BPS shursatellrAtedrta crass Ilmlded paa+ler lane to Chnaeal the brittle ' reduce temp tarlgtgrtese. RST kwiard rtestert wPs bnv gEsj..- QRS CLatz Metilte canhder aW socket for a T-4 nili-caW hMogal Wm. QL Socket for a T-4 rtiti-caW hebgal WW. . Field wied to a separate dreA - NfSs wottaleaideaLs-eld.fecronrmtaled sriowwwn,vleraled PSB Fvtae start bablot for 250 Mi, V3 or V5 ba aer) xiy FS1 Srrgm fisYtg for 120, 277 8 347 volts FS2 Doubleains Rfor 120,277 & 347 vdta. 36• 3r Ba z claasd a19• Sae the AAL catalog fora Ad range of EPA- .75 dePoraAe bawl arms and PAS WLpa�3� U3& 54 FocrtNlE BIILLAWAAW AM POLE OOWR OPTIONS 2-PMN V5 250r1p1 2-TRA95U DB2-6R78.186 BU[ e PRMd ■85 120 • 000 4M2-125 DON • Peter lb your AAL catabB for a cory0lem Taft d avabbm tyro and poles ALL L4614TO *LOLL DE FULL WT OCf PER ALGA CO, KMT5 Mill PEDESTRIAN LIGHT DETAIL N,T,S, INTERMIDATE POSTS ALONG RAMP SHALL BE CENTERED BETWEEN LANDING POSTS, 10' MAXIMUM BETWEEN -POSTS TYPICAL, ACCESS RAMP SCALE. 3/4 "=1'-0" ro R=1 ADJACENT PVMT. SEE DTL, SEE PLANS FOR EXACT SLOPE AND DIMENSIONS, _ a. PRE -CAST CAP. INSTALL PER MANUFACTURER RECOMMENDATIONS, / COLOR BY OWNER, FACE BRICK, TYPE & COLOR BY OWNER a o � r d . e IL 1assess. saaaas HDRIZ. REBAR-#4 e d 16' O.C. SEATING WALL SCALD 1 "=1'-0" 1-1/2' O.D. STEEL HANDRAIL & POSTS, TYPICAL. CONTINUOUS WELD, SET 4' DEEP WITH QUICKSET' HYDRAULIC CEMENT. PRIME AND PAINT WITH TWO COATS PRATT AND LAMBERT CHARLESTON GREEN OR EQUAL, POSTS SET 4' ON CENTER FROM EDGE OF PAVEMENT, 4' CONCRETE RAMP AND LANDINGS' WITH 6'X6' 10/10 WWM, ALL CONCRETE SHALL MEET VDOT A3 SPECIFICATIONS. c1 PROPOSED FINISHED GRADE, SEE SITE PLAN, I N CMU CORE GROUT SOLID BELOW FINISHED GRADE VERT, REBAR-#4 E' 16' O.C. CONCRETE FOOTER ON 1007 COMPACTED SUBGRADE. 111 ALL CONCRETE PER VDOT A3 SPECIFICATIONS. �6-#4 REBAR CONTINUOUS TW2 3.36 FENCING AND DRIP UNE ORING Yam CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC TREE PRDTECTIDN DETAIL Nt T, St Piste 338-2 ------------- 4' COMPACTED 21-A GRA ON 1007 COMPACTED SUBGRADE, 1-1/2' O.D. STEEL HANDRAIL, TYR CONTINUOUS WELD. SET 4' DEEP WITH QUICKEET HYDRAULIC CEMENT. PRIME & PAINT WITH TWO COATS PRATT & LAMBERT CHARLESTDN GREEN OR EQUAL. CENTER MIDDLE POST BETWEEN UPPER AND LOWER POSTS. 1'-3'� I 0'-3" II II � o . •.a \ 1, RADIUS ° RADIUS 1/2' CHAMFER, CONTINUOUS. t II �u NO, 4 REBAR ;* �• IN NOSING 12', NO. 8 REBAR • ' v LOPE DOWEL BETWEEN STAIR • t .'d AND CHEEKWALL. ��' •' CONCRETE STAIRS, 3500 PSI, AIR -ENTRAINMENT. Ell 6'X6' 10/10 WWM " 4' COMPACTED 21-A GRAVEL ON 100Y ^OMPACTED SUBGRADE NO. 4 SMODTHBAR AT 18, Q.C. 12' WIDE CONCRETE CHEEKWALL, SHOWN BEHIND. CONCRETE STAIR SCALE. 3/4"=1'-0" CONIC, WALK, SEE DTL. Jr I II 4 . .w PLANT SCHEDULE SCIENTIFIC NAME COMMON NAME NO. SIZE ROOT NOTES ACER GRISEUM PAPERBARK MAPLE 5 1-1/2" CAL B&B ACER SACCHARUM SUGAR MAPLE 10 2" CAL B&B MATCHED CORNUS FLORIDA FLOWERING DOGWOOD 5 V HGT. B&B GINKO BILOBA MAINDENHAIR TREE 14 2" CAL B&B MALE ONLY KOELREUTERIA PANICULATA GOLDEN -RAIN TREE 12 1-1/2" CAL B&B LAGERSTOEMIA'NATCHEZ' NATCHEZ CRAPE MYRTLE 36 V NOT: B&B MULTI -STEM MAGNOLIA X SOULANGIANA SAUCER MAGNOLIA 12 8' HGT. B&B MULTI -STEM PRUNUS X "OKAME" OKAME CHERRY 20 V HGT. B&B QUERCUS PHELLOS WILLOW OAK 14 2" CAL B&B QUERCUS SHUMARDII SHUMARD OAK 15 2" CAL B&B TILIA CORDATA LITTLELEAF LINDEN 8 2" CAL B&B MATCHED ULMUS PARVIFOLIA "ALLEE" ALLEE LACE -BARK ELM 23 2" CAL B&B ZELKOVA SERRATA "GREEN VASE" GREEN VASE ZELKOVA 17 2" CAL B&B COUNTY ZONING - TREE CANOPY CALCULATION CANOPY AREA _ CANOPY AREA AT 10 YEARS AT 10 YRS. COMMON NAME NOi (TREE SQ• FT.) (TOTAL SQ. FT.) PAPERBARK MAPLE 5 95 475 SUGAR MAPLE 10 215 2,150 FLOWERING DOGWOOD 5 124 620 MAINDENHAIR TREE 14 95 1,330 GOLDEN -RAIN TREE 12 300 3 800 NATCHEZ CRAPE MYRTLE 38 77 2,772 SAUCER MAGNOLIA 12 115 1380 OKAME CHERRY 20 200 q,0p0 WILLOW OAK 14 370 5.180 SHUMARD OAK 15 330 4,950 LITTLELEAF LINDEN 8 250 2,000 ALLEE LACE -BARK ELM 23 366 8,418 GREEN VASE ZELKOVA 17 350 5,950 NEW TREE CANOPY: 42,825 EX. TREE CANOPY PRESERVED (0 125%): 94,794 TOTAL TREE CANOPY PROVIDED �— 137a618 SITE AREA SQ. FT.: 687,377 ROD. TREE CANOPY Q 20% 137,476 -+VD T• AINWes 7 A CFRT MTE NO. i� OD0311 � DATE H & li -b, i 41 U 0 i W � A A 51 T U aaaaaa N f= tYUI o CO N N Z O U co O a � � O Z f-tl CD 1.4 x w M 1.4 U Cn P-4 or O E-I TT��� VL F--I Q r- > ._I4 c5 Z O Sheet No: S 7 of 1-9 PLANT MATERIAL SUMMARY I, i J I I I If' `N\ I " I-.. - r \ i I ! I \ ( 1 \ / ' / / S /` l ` , / ,'DESCRIPTION OF AMENITIES r / / ` r ! �I ji ' ` / / j / \ / 1 / ♦ 1 ,/ , l / /j \\ \ - -. Block I ' ` \ Greenway Path &� Dedication (2.30 Acres) / / / 1 /' �`, � \ \ ��...-- -- -- _._� , � it � i /'' / ! r} \ \ / - r / � / / % / � . /r I Dedication extends to blocks II &� III // / II r /-\\ __`. �_ _/-' /' i / l i / / / \\ \ /,. f I ; / / Jt/ - ` tl / /' / /' j // i \ \ `'' % J' I - Multi -purpose Grass lay field 1(0. 30 Acres) / ! / �____ `-_"- -''"'� // /I / // / / / \\ 1 , f /!, /' / ; It i ,-�•_ ) J p J✓ 1 / / !1 - / ! /' \ �- - -'11 Tot Lot: (0.07 Acres) (Phase 2) ... -, 1 530 "-. '' � ' � / i �" 1z / - "� Block II Linear Park: (0.68 Acres) �/ �• y; ` \\ _._ , �/' ,// ,/' ,-'` .' r,''' ,, ,/ •.'•�/ ; ` % '( / 1. \+ ;' I I \ '' ./ - - Two multi -purpose lawn areas connecting greenway path to �:. _ \..._ ` _ ' r )/ il - I I % - Road D Handicap accessible stairs an rampsSidewalks ,/ ,...\^' M,�-..--'``_- .-ram ram/ ,/' ,' / /,r rr / Vj /" i 1 ',(\♦...., / \\ \ - // i ' _�, - ^(.JS _ III, _- - - - _ - / ram..._- _.___. `__--- ,z / %,r- / ' I I , \\\ :_ � �`., 1\ ,�\ ,�--- I-----Benches Landscaping Lighting ` / / / \ \ r/ /if 1. ! / _.._. - :: \ Block III w _. ' _71 \ II % /- -- _ - - /--.` , `-- - -� k nw ail / `��_ - � � :\\`\ ,' ay dedication and trail _- __- -_ - - - k k w'� Gree \- \ Greenway Park (0.42 Ae.) k Il III_ _ — 590, �, -- k �k k \\k k . , `i'� / '=<-�- k� �\ �\ \ �' \ \�\ �'�� �'/�� ' / / Wooded park area with picnic tables on concrete pads. t k k/ 4 k _ Neighborhood Park with benches: (0.07 Acres) __11 _.____ k k..-.. �_- %X' !ky•` /k/ / %L • 3 V r Atr\rJ k k4 k k \�k \ \ i\.��1 0 \\ \ ...\ \ \ \.S� __ 11 \ I /' ./ r/ k/r V / "'� j/�+� Fa ��.J _._ \� N. \`\_. L.\ `--� / Block Y \ //' ' / ' '' ! /r' - _` �'''•' k .k" ¢ k k k �C' k k 1, f �/'6,� enwdy k k ¢- .: k k k \ , \� \ --`\ \ \' i\,. ``'\ ? - -- \ / / k w.' .c. / ., fY _�,,., - k �- V• , \. 1 �k k k \: �.-��\ \\�� ...._.:..�, - \./ ! 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