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Home My WebLink About021-94 Regency Lakes - Section C - Stonewall District - Backfile (2). to t I General Notes 1. The contractor shall furnish all materials, lzbor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; hcwever, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800- 257-7777. 3. The oontradoir shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual) subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements 'to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control= Guidelines and local ordinances and to be utilized during the construction period. All erosion control structures flown or required d nstrucflon shall o 8 uciu es s as eq during oo a1 be corttinu usly maintained throughout the period in which areas,are denuded. Areas shown to be surfaced are to have stone base installed at the earliestpossibte date after establishing grade. No area's to remain denuded for more than 30 f.-mliandar days when construction is not in, progress- 9. All unpaved areas of the site which are disturbed by this construction shall be provided with 4' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary, to provide a good fawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 10. Water and sewer lines are to be constructed in accordance w,t.h these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 11. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 1.. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D,O.T. 14. All fill, base qnd subsurfaces material shall be compacted to 95% of theoretical miaximum density as determined by AASHO T-99 method A. within plus or minus 2% of optimum moisture for the full width of any dedicated right-of-wayand utility trenches under pavement areas.. Compaction in other areas to be So%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Marion Kentucky Bluegrass at a rate of 2-3 Ibs. per 1,000 square feet and Annual Rye at a rate of 1 1b. per 1,000 square feet. Nawly seeded areas shall be mulched at a rate of 70 - 120 Ibs, per 1,000 square feet. Adequate watering and fertilization are required to aid the emergence of new grass. 16. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 18. Temporary termination of sewer line shall be plugged with a watertight plug. The end of the laterals shall be marked with a treated,2x4 post extending from the plug to eighteen (18) inches above the ground. the top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed building as shown on the Architectural drawing. 19:. New connections to existing sanitary sewer manholes will be made by core drilling the manhole. 20. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot, 3) the distance between the tap of the cover and yoke bar be between 18 and" 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the developees/contractoes responsibility to have the meter box assembly *installed correctly. 21. Burning of land cleating debris requires a permit from the Fire Marshall`s":Office. Burning of construction debris on site is prohibited. 22. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be Posted as construction begins. Developer must ensure that driveways to houses do not allow parked vehicles to impede access to fire hydrants. Hydrants are not to be obstructed at any time with construction material storage or stockpiling. i Stonewall Magisterial District Frederick County, Virginia VICINITY MAP SCALE: 1" =2000' REVISED SITE DEVELOPMENT TLAN devised September, 19193 (SITE iLAN A�,P1R®VIED JU LY, l r06) INN OCT n94 RECERVEED 'DEK OF P1iA61996%G AND DE ELOPM, li7 = I o Cover Sheep. I A. Key Map 20 Site Utility Plan 3A1 Zenina & Unit Placement Plan 3LI Z®ninor & Unit PlacementPlan (Match Sheet) 3. Horizontal Stakeout 'Ian 4. Grading & Erosion Control Plan 5. Road Plan & Profile 6. IR®ad & Waterline Profiles 7o Sewer Line Profiles & Misc. Details 3o Storm Sewer Profiles & Misc. Details ®wner° bevel® er: Oakwood Land bevel® anent Cor o 0 o V�; 9NA SITE PLAN 2225 So Holden Read Gilbert W. Clifford and Associates, Inc.�� F,��.� kLlpkAPPROVED o �P R ED CAADD 1r Z ACE f 9 Greensboro, NC 2 7 417 — 7 ®13 Engineers Land Planners Surveyors C3 cERTIFIc T rJ'd, P-1h®neo 355-2535 REGISTERE�,��,� -/ Job Number: 3043 150 C ❑lde Greenwich Dr, 200 North Cameron St. PROFESSIONA1 _ ___ ENGINEER (' / Sheet Number 1 Of 6 Fredericksburg, Virginia 22401 Winchester, Virginia 22601 REDERICx cove TY za IIVG ADMINISTRATOR ]DATE 11 200 i GRAPHIC SCALE 0 100 200 400 800 i U.S. Route 1 . 1 . I .. 1 • o, PHASE SECTION AREA IN ACRES UNI TS UNI TS ACR,E A CRES % A 26.5 50 1.9 18.9 71.47. B 13.2 55 4.1 4.7 35.2% C _21.6 78 3.6 7.3 33.7% Subtotal 61.3 183 -TV 30.9 50.4% Regency Heights _34.8 71 2.4 9.7 27.9,E TOTAL 96.1 254 2.6 40.6 42.2% Lilts III: DEVELOPMENT REQUIREMENT W,"I; MDD A-C "AS BUILT" MAXIMUM UNITS PER ACRE <<' 3.9 2.6 OPEN SPACE/COMMON AREA ' `) 41.7% 50.47. REGENCY LAKES ESTATES - SECTION "C" SITE DEVECLOPMENT PLAN SECTION"C" - SEPTEMBER 30, 1994 OPEN SPACE PHASE SE T1 N AREA IN ACRES UNITS UNI TSIACRE ACRES x C 21.62 78 3.6 7.3 33.7% FINAL MASTER DEVELOPMEINT PLAN - JANUARY 22, 1986 PHASE SECTION AREA IN ACRES UNI UNI TSIACRE ACRES % A 48 191 4.0 26.7 56% B 27 101 3.7 11.3 42% C 31 127 4.1 8.7 28% D 45 179 4.0 16.3 36% Subtotal 151 598 4.0 63.0 47% E(Regency Heights) 52 72 1.4 27.7 53% TOTAL 203 670 3.8 90.7 44.7% egenc,y LaKes tstates Section " C" Key Map F-REDERICK COUNTY,_ VIRGINIA _DES. C.E.M. JOB NO. RECENCY.DWG 1A___ __ SHEET N0. _ DRWN. C.A.J. DATE OCTOBER 28, 1993 OF 8 SHEETS APP. C.E.M. SCIALE: 1"=2QP' Gilbert W. Clnfford and Associates, Inc. Engineers Land Planners Surveyors 150-C Olde Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 ( IN FEET ) 1 inch = 200 ft. ck 670 c 665 a �z v N � � Q W on o- 675 6 7c 660 65` MH D-1-A Rim =672.1 Inv Out=6 Phase Line—,,7 0+00 +OC -+00 3+oC 4+00 1 L I N E \ r0. F� SPIb'e i 121 122 \ 123 \ 124 \ / 22 112 end / 125 \ 1� \ \ \ 2+�_� / \ 2- ?X2'Bend Yn',v A-3 126 2 1/2Beipd �\ 7 In=67265 / Out=671275 j%1= x8' Tee/ `t8„ GV C' 1-.6 Reduce -G nJ 6' v 1 - FH + 128 162 0. Rim= EiQ --` Inv Out=673. / __ -- MH A-2 129 / Rim=674.36 Inv In=671.10 Inv Out=670.9 163 i 132 �-joints 8" pipe / \ 133 130 B 0 Ass y ( 1 d 164 plug \ // + 8�-71 14 spaAl" �wENT � ,\ 134 131 �C /� Section 165 �0' Water ea,Aement �0+00 — 'tee i i 00- 1 3- 8" 9 v 186 135 3� t � 1-FH Assy. / 1 10 Pr "ote Sanitor OWa�e feral ewer L� (\ Lo —'- 1 i'','Bend ; L ' i 167 138 � Str \ MH B-4 - 136 ' \ Type DI-7 168 R m=683 7 Top= 73 In0v Out=677 7\V Inv 6 .5 0.9 \� nv Out \ �Q- r 137 1 169 .110 1 \ T 140 T '61- 7 00 or Top=673.25 Inv \ P m 8679. 6 pT=i 4 34 Inv Out= FO 0 0.2 Inv In=674 06 \ 48 Inv Out=673.8 \ \ t7n g 1,10 Ex Prop. Grade\ Grade o 3 �� II n - --- — --- - to �_ it I VC P...... .... . PVC r Ex Grade I PROP 8' 104 PROP 8' SAN SEWER I 575 6 70 0+00 1+00 WATERLINE PRORLF PYRAMID DRIVE N/F OEVFLOPMENT CO- OF AMERICA ZONED. 82 USE COMMERCIAL MH B-2\ Rim=676.7 Inv In=670.94 Inv Out=670.74 \ Str# d Type SQ. Top= Inv I c� Inv Owl.'' ` \. O O�\ lei 0� . 1SO 3 06 From D--3 55.04 652.95 a / S e t of n / B 1 / 714 110 % NOTES: X�Q,\' \� 1. All utility crossing of Right of Ways shall 'V 19 I \ \ j be backfilled with onsite shale material. This 109 .� / \ / fill shall be placed in 4 —6 lifts / r 1/r \ �� and compacted per General Note No. 14. 107 I 108 2. All water line bends to be restrained with Megalugs. / /�� \ \ 20 % 3 Contractor to field verify depth of / \ existing water line under culvert C-1 to see if water line needs i r i to be lowered. 21 / 1106 / MH -1 A - _ \ l l LEGEND. - � - � \ / R i 2,20 \ \� 22 1 \ / I F' Proposed Culvert w/ D, I��_-�.•t-� T I v In 66C„4,9 r jhv 0 t=666.20 / 132 / l c \ Proposed Sewer Line w/ Monhole 31 Proposed Fire Hydrant / � l� / 23 / a \ 2 �� Proposed Gate solve — 30 ( Proposed Water Main —♦� l li � l �� I � Proposed Sewer Lateral - - - - - - - - - EX 5 / 29 24 \ ! 3 .i m=67/ I \ \ Prop. Dual Water Service - - - - - 66 Lateral w/ McYer Inv =664. \ / 28- / \ / Prop. Single Water Service o- Strlj2 4 / Lateral w/ Meter 18 Type-D -7 / 27 % 25 I \ Existing Sewer Line / Top=6 1.50 \ / Inv In 668.35 �� / \` Existing Water Line 1 nv 0 t=668.25 26 t i o n 16 a41.P�., Regency Lakes Estates Section 11 C11 i=674 / 15 6 In=668.2 Out=668.q / 14 Site Utility Plan / I / FREDERICK COUNTY, VIRGINIA I / DES C.E.M. JOB NO. 3048TOPO.DWG \ IN, 13 DRWN. C.A.J DATE OCTOBER 28, 1993 SHEET N 8 _? / 12 \ C.E.M 1"=60' OF ----____SHEETS APP. SCALE. Gilbert W. Clifford and Associates, Inc. / \ Engineers Land Planners Surveyors t1 1 \ Remove existing pavement in Pyramid Drive 150-C Mdle Greenwich Dr 200 North Cameron St. 9 \ repair subgrade backfillReplace pavement Fredericksburg, Virginia 22401 Winchester, Virginia 22601 10 (703) 8983-2115 (703) 667-2139 N/r with like material and 6" 21—A as needed tc REVISIONS-- 5-0 correct all existing settlement. The final no. date descrJtion b ekd. ZONED. N 1 \ full depth of 21--A shall be 8" min 1 10 29 9 Revised per Office Comments. caj DCL USE RESIDENTIAL <"6,--- — s 2 11 1 93 Revised per Office Comments. ELC DCL (includes existing). Regrading of existing 3 z 2 94 Revised per FCSA comments of 11 9 94 ELC SYN roadside ditches is also required t0 q 2/16194 Revised per Office Comments. co' SwM --J — achieve section Shown on Typ. Private Road 5 2 24 94 Revised per FCSA comments CO) SMA Section this sheet. 6 Revised to show profie, coj SWM 7 3/25 94 Revised per FCSA comments. caj Sy,�f !.LV_94j"seT�er FCSA comm--an0 9 5/27/94 Revised per comments. caj Sww 10 6/16 94 Revised per comments. CO) Sm 11 7 fgY4 Revised per FCSA comments. caj SyM,1 LOT N0. SQUARE FEET ACREAGE 1 4 480 -__ 0.10 ---- '' 3 _-- 4 -- _ - -5 - 6 4,433 4.43.3 4,433 -- 4,433 4,562 0,10 0.10 - 0.10 _ 0.10 0.10 7 8 - _ 5,539 - - 5,391 _ 012 0.12 _- 9 - 7,370 016 iC 6,045 0.13 -013 -�� - 5727 -- -- 12 4,418 010 -- _ 13 4,348 009 _ 14 4,345 0.09 15 _ 4,343 0,09 z 16 _ 4 340 0.09 _ 17 4,338 0.09 18 4, 336 0.09 - --19 - -- -- 20 6,439 4,428 � 0.14 0.10 21 -- 4,393 0.10 --- 22 �- 4,393 _ 0.10 23 4,.393 0_10 �'4 5.382 0.12 _ 25 5,021 0.11 26 5,678 013 27 3,452 007 28 4,207 0.09 --29 4,207 _ 009 30 4,207 _ 009 31 4,207 0.09 _ 32 4,207 0.09 SEC 'c' 106 6,626 0.19 107 6,966 0.15 108 6,016 _ 0 13 109 110 9,241 9,607 _ 0.21 0 22 Curve Table Lot. Sizes LOT N0. ^ - I SQUARE FEET I ACREAGE 111 9,341 _ 121 112 7,418 017 -- 113 6,430 0.14 114 - -_ 7,567 0.17 - 115 7,066 016 116 5,266 012 _ 117 6,477 0.14 - 118 4,551 010 _ 119 120 ----- 5,796 5,972 ---- 013 -U 13 121 6,098 0.14 122 6,233 0.14 • 123 5,781 013 • `'- 124 6,605 0.15 125 6,293 0.14 _ o - 126 5,465 0 12 -- 127 5,644 0In U 128_ 5,079 0.11 -W- 129 5,396 012 -�- 130 4.670 010 _ 131 6,248 _ 014 132 5,904 013 133 0.16 134 _7,279 8,673 020 135 6,206 0.14 -- 136 4, 9 70 0.11 137 5,373 012 138 7,690 0.18 139 6,013 0.14 14-0 _ 5,547 013 141 5,761 013 142 4,639 0.11 143 4,453 0_10 _ 5,895 i 0.14 _144 145 6,901 016 - 146 -- 7,694 018 147 7,939 _018 too RADIUS- LENGTH TANGENT CHORD BEARING DELTA _CURVE A 190 00' 106 09' 54 47' 104 71' N 66'52'23 W 31'59'27" B 110.00' 106.40' 1501,04' 177.43' N 84'37'17 E 107"30'25 C 200.00' 93.37 4755' 92.52' S 28'15'04" E 26'44'S3 D 190.00' 371.54' 28T 91' 315 11' 41'06'38 W 112'02 '9 - 250 00 149,57' 77.10' 147 ,35' _S S 60'23'58" E 34'15 40� Line Table LINE I BEARING do DISTANCE -� - -- 1 S31'1731"W - 375 25"375 25' - - 2 N50� 52 40"W - 225 79' - -- _ 3 _ S30'5204 W - 374.57' 4 N 14'S2 `38 "W - 196 80' -- - 5 S8217'15'W - 171.37' 6 N77'.32'18'W - 17449 7 N4315'37"W - 97.13' LOT NO SQUARE FEET ACREAGE 148 8,149_ 0.18 149 -4,800 Oil , 150 4,800 Oil - 151 4,800 Oil 152 4,800 0.11 153 4,800 0.11 154 4,800 0.11 15.5 - 4,800 0.11 156 7,763 017 157 4,397 010 158 ---- 4,800 011 159 4,747 010 • 160 5,506 0.12 -" 61 8,861 0.20 62 0 163 ^-5,965 5,234 0.13 012 - 164 4,773 010 165 _ 4,800 0.11 W 166 4,800 0.11 167 _ 4,800 Oil 168 4,800 0.11 169 4,192 009 170 8,325 0.19 171 11,330 0.26 172 4,952 011 173 _ 51491 013 174 7,115 _ 016 _ 175 6,911 0.16 176 _ 6,836 0.16 177 4,735 ` Oil - 178 8,907---0.20 179 5,540 0.13 180 5,540 0.13 181 5,423 0.12 182 _ 11,403 026 IN, ti N/F 6131, DEVELOPMENT CO OF AMERICA ZONED 82 USE COMMERCIAL �C ro 179 x�0 182 \ 178 / 177 / 0*00 76 171 ?'x� \\ 172 120 \ ?� �Q�� 173 I 175 \ �x� p ( \ \ \ I 174 \ 121 x �/ \\ �c'SF d! \ \ ' 22 F\ 119 117 -7 1+ J 116 115 ewer v 160 / 114 159 cc / 113 ��+ xJK / Son v 1 I d�9¢n0 \\ pIQQ� x31 \ j / / 23 / 2 Right -of -Way 148 x��s�� 30 % �� lI 20' 1 20' / r 24 �� 329 \� ' 147 ' 28 18 \ ;� 27 ,� Typical Driveway Layout 2s v.vv � Scale: 1 "= 2G'' l I 17 I 26 146 ;' 165 Regiency Lakes Estates 15 Section C 144 145�� Horizontal Stakeout Plan � d� 14 _ FREDERICK COUNTY, VIRGINIA 13 7 \ DES C.E.M. JOB NO. 3048TOPO.DWG DRWN. CADATE OCTOBER 28, 1993 12 SHEET N0. 3______ v � OF 8 SHEETS �i � �� APP. C.E.M. SCALE: 1„60• -- ---- �� 8 Gilbert i1V►'. Clifford and Associates, Inc. Englnieers Land Planners Surveyors 9 \ 150-C Mole Greenwich Dr 200 North Cameron St. ti ` Fredericksburg. Virginia 224401 Winchester, Virgins 22601 IN, N/F 5 l I 10 /`l (703) 898-2115 (703) 667-2139 -REVISIONS ZONED RA SAS ti I no. date description b ekd. USE RESIDENTIAL l \ 1 2 16 94 Revised per Office (Comments _ co' SWtw4 C N,/+'; by 2 24 94 Revised per FCSA comments. Y _ co SWM IN, �, `96 ' \ 3 3 25 94 Revised per commeents. _ ca S"A \ r-- 4 4 6 94 Revised per commeents. c0i SWM �- 5 5 27 94 Revised per commeents. _ ca' SWM 6 16 94 Revised per commeents co' SWIM 9/13/94 Revised per commeents cal SWM MATCHLINE -B- SEE SHEET 3A OF 8 3�163�s — — — — — — Y, ' #11 S o N �-- 0 o SW #1 141130 64 5/1 ss ,o Section SW \ 4 �� #100; 131 ( W C #ass 165 /1 70 DW ` \ 11 I II I — - -"--A \ 'r08 i�35 \ \ II II 3 `1r / 119 �166 Q) 0 \ Pi \ , _ \ LO �Q S4,0 Sw,�Si1 �� \ ' 00 121 / 1 \ / SW #101 13 S I ----- \#123\ 1 3 V 169 F / \ , 9 140 A v- - - -- Z-- \ # 26�1A1 -- --- 03 - Ill CA ---------- — \ \ N o -� / \ N% \ �— - --------- Q / \ N /F DEVELOPMENT CO. OF AMERICA ZONED: B2 USE: COMMERCIAL `Lt.r o #109/1 71= Street Address Number/Lot Designation Number Regency Lakes Estates Section C' Zoning & Unit Placement Plan /h N/F FREDERICK COUNTY, (Match Sheet) VIRGINIA /O S-D DES. C.E.M. JOB NO. 3048HC.DWG ^�h ZONED: RA DRWN. C.A.J. DATE OCTOBER 28, 1993 SHEET N0. 3B _____ --- - -- OF 8 SHEETS s 8 � USE: RESIDENTIAL APP. C.E.M. SCALE: 1"=30' — \ Gilbert W. Clifford and Associates, Inc. Bneneere Land Planners surveyors 150-C Olde Greenwich Dr. 200 North Cal St, Frederlcksbul Virginia 22401 Winchester, Virgil 22601 (703) 898-2115 (703) 667-2139 REVISIONS oA9�geF o \ - - - - -- no. date description by ckd. oZySFiOhr Existing GracJe Contour �/'_670—T Proposed Grocde Contour 672 —� Proposed Drainage Eosement Proposed Sanitary Sewer Easement Drainage Areo Construction Entrance Sl/t Fw7ce • •— Straw Bo% Barrier Inlet Protection Outlet Protectlon Rock FRlI Check Dom I N O r R/W C/L R/W t 10, 30' 30' 10' t SLOPE & SLOPE & t i DRAINAGE 4 6 ' 8 DRAINAGE ESWT 11 11 ESM'T t MIN (CUT) (FILL) 1 1/2" SM-2A t � •3" BM-2 t t 1 6' ' . 3 :1 . EX. GRADE z ' , 8"-21.5 AGGR. BASE q / WELL COMPACTED SUB -BASE Private street connection with a 20' width SU' radii, 8" Type 21-B Base Aggregate .a d 2" Type KH S GAS EA EMEN I TYPICAL ROAD SECTION SM-2A Asphalt r . l g Not to Scale p �y b+49.520+01.6 1 10' IIRAINAGE EASEMENTP. ( z P.C.C. - . o O ES 1 REQ'D 21- •68.07 � ,`.`" "... �� w 28+ . + 1 TD -2 i 22+33.51 . , \0 .=P.C. STD VDOT STOP SIGN S-1 REQ' ---- ��a 21 - \ ..""' RE U I R D — — — — — 29 • 6 ES-190 t R Q, I 1Z �v A. A, i , 66 70 A -� l�TCY UI& A _ 672 .t 3., 803013w _ TD CD-2 1 t ULVERT #1 — — 420.2 zx ' - - --- :.� 23 25 I 26 27 - 9 6iJ0 o o -� CIS -low_668 EC- E ti t' EQ'D. r l GRADE SAG T STOP SI I l*93.20 TO DRAINED 6; VE 20' DRAINAGE EASEMEN f a Private street connection with a 20' width 50' radii, 8" Type 21-B Base Aggregate and 2" Type 0 SM-2A Asphalt CURVE TABLE NO. o RADIUS ARC TAN. CHORD CH.BEARING 1 1 0°58'44" 250.00' 47.90' 24.03' 47.83' N51 °23'15"W 2 27"l0'05" 250.00' 118.54' 60.41' 117.44' N43"17'34"W 3 28047'41 " 31 7.75' 159.69' 811 ,57' 1 58.02' N44006'22"W 4 21 "38'01" 483,59' 182.59' 92.40' 1 81 .51' N47041'12"W 5 36"44'26" 300.00' 1 192.37' 99.62, 189.09' N55014'25"W 6 73036'38" 300.00' 1 385,42' 224.47' 359.46' N36"48'19"W I 50' GAS EASEMENT w 16.04- — 1+88.37 ,. $ =P.�". + M M 06 13°36'3 x 614 log• S 31 32+96.85 Gr�i t a as _ �. - - - . _. - - tt + + t {± T* , : _ _ FRE {f t m �'" K CO � IRGIA y --- DERIC COUNTY, 2Ci+tx) 2?+Ofl .. I 8+0(1 I + I _ + DES, CEM JOB NIO. 3048 20+00 21+00 22+00 2 4+00 25+ -- ATE 3--CROSS SECTI 2 R. & R E STANDARD 29 30+ 31+00 32+00 33+00 D JLW& JT DALE' September, 1993 SWEt1' No 100% RAG --- MAD[ A D IN U. 8. A -`�r'! � 1�� NATIONAL TRACING PAPER DIVISION CEM Y 01r— 8—_ SHEEt$ I:i DIANAP01W INDIANA AP H: 1 "=50' 1 11/2/93 Revised per Engineers aommerits ELC GYM 68.5 _ 680 675 ---- - - -- - ._.. -.- -- ---- - I _ 6 WA T�AIAI 670 - - --- - --- - - , I 665 HIGH POINT ELEV = 676 200.00• VC _ .-_____-_._______ __ ____.,"1 LOW POINT ELEV = 674 HIGH POINT STA = 14+17.68 HIGH POINT ELEV = 681 PW STA = 13+92.68 LOW' POINT ELEV = 673 HIGH POINT STA = 9+15.37 LOW POINT STA = 12+84.99 PVI STA = 12+92.68 POELEV = 677 LOW POINT STA = 2+80 P'✓' STA == 9+34.29 PW ELEV = 674 A.D. -4.00 PO STA = 3+00 PO ELEV = 682 AD. 5.20 K = 25.00 PVI ELEV = 672 N A.D. -- 3.70 K = 19.23 =Ni A.D. = 2.50 ro+ K 54.05 �+ ° -____ 100.00' VC -___- K = 80.00 ao N o ro --- 200.00=_VG W I I � CN ro G■J� I I TlMi . clearance req'd. U cc U t I i r7. m 00 in + + - - - ---Lxisu g -grade_ - MAIM _ .no /.` rade I 8" MTER t 8" lin. Oecrccce req'd. II C C 4 I --__ ... - - - - - -- -- - -- -- - _a. T 3 3 g N T, b m � r: t l CID h toCN `-' o p^ oI� .fi.T ai pCcp w � �i• i• + + + co + DATUM KSY -__--_-- 660 c cy .CN C:+ I + + +. _ o - -- - - - - - - - `^ -^ -1..- -� -_- - c r Ci c v7 ry irk t- O cc •7 • 1 ad r. ��Qf n ( ' t CC CC W a 0+00 L- - -- --1--- - - - - --L-- - - - 3+00 - - l - - - -- - 4F00 5'-00 6+00 7+' 81 'r f00 11+00 12+00 1+00 2+00 13+00 Gregory Place o HIGH POIAI f SlA P'0 S i A _ 0+22.58 PV, ELEV -- 67,1.75 -�l - 50.00' VC • I . cp 4, HIGH POINT STA = 2+80.24 t1l: ; _01b' POINT ELEV-- 670.39 ;_0'N POINT S?A = 2+01.99 PO STA = 2+85 _;7 i�., of F'1i ?+84.70 STA _ _ N - - .1 -- - - - - - PVI ELEV = 669.70 50.00' - T - - 7 - o VC -- -- - t _ , � r, u l PL^ ELEV= fi99.4fi a.� 0 :. O r. V 00 I 00 N 1 N a1 I N 16 O O IO �%rdto II O) a0 p I. co l i ~ ,._ _ O'I CID i - U I I I z 0 Lal I Z o 1.,; z!<T �_ � �j coo II I j i ; j > 670 Zz > f - - - - -- ------ -- - - +- 2 --- - - ZTZ W j -ea 67S `\ I I _o io o __ 675 - ,O ?�Frade I P.a IIipL asx -= 2.0d G Os�_ 665 Pr _ Ae �t 1 Q O � i 3 I 0 J m , I 60 - U l� Q O N (� L'i Z J Ulu DATUM AMEV I Bb5.00 � 1 6" 0. 0i 0' VC O � } in N ® �Ilj J C) C, ' Q o > CID(� O Uo Op X `` �'� a • : I F'_ 00 i C0 00 00 N Op lax.! Z 'L a0 CY C N i `n In O C 15 00 -. + t OO _ �__ 3 + O + li 1 _ cn w l 1 0+00 1+00 2+00 3+00 4+00 Lisa Drive 6a.. 6-0 670 665 ` 18" ,V,1n. gwrancc req'd. _- - -- - .► 665 I ' y � h - I c o , = 660 o cal cc V V v 11i p •_ �N a + t,�i C) o� I . „ 0 5 0 +' c> DATUM 6111'_ + O L N + a- + N 6.55 F - i oil +I r>c r I 0l:OV 1+00 2r00 Fowler Drive West N! ;H iPOiNT ELE`✓ == 670 HIGH POINT STA, = 0+22.72 Pb? STA--0+-25 ..�P';✓" ELEV.7671.20 �,- 50.00' VC Ui i0 �� IIcO Iail Q, 1• lei m' t; Ir 1 -- - --� n 1 I ¢� 1 drop' trade 01.00 670' 670 .I o� Y v ' 665 ti U C I lLl ' 0 DATUM FILE_ _Y .�.. _ 666. 00 r. 6 I ., +' ilt w `go c o 0 �, n 01-00 1+00 Fowler Drive East 6" WATER t 18' MlnJ clearance req'a. 1 I 14+00 685 680 - - -- - -1- --- - - .-L... .... 670 LOW POINT ELEV = 680 LOW POINT STA = 0+00 PO STA = 0+25 PO ELEV = 680 50.00' VC g m ) � rO v� W U S > W lu 685 m m rade' __- �X�Stin ed c/l gr°de 680 _ F r I I i I o� a 675 C DATUM ELS'V 670 0+00 1 +00 n al .I _.. _ 2+00 Dwayne Place _ 86', r 15+00 o. d q, m � � p O + N 3+00 685 680 675 5 5 13 94{ Revised per comments. 6 5 27 94 Revised per comments. 7 6/17/94 Revised per comments. 8 7/ 8/ 9 4 Revisetd per FCSA comments. ca SWM caj SWM caj SWM caj SWM Carefully Compacted SeUct Backfill 6 min.O.D. + 8" Carefully Compacted Select Backfill 0) (z) O.D. + 24 C3 00 - Trench 7- 4 to -_T q T- 685 v0.)685 24" LLJ Reqvired to C14 4" + O.D. + Uj CONCRETE PLAN STONE AGGREGATE O� 0 OL co Ill -6 680 co II o; 1.0 + 680 CLASS -13- (o(o STONE AGGREGATE Direction of Setting to be approved prior is butanaltion, 41I Lit II 4.1 FCSA A APPROVED I W 11 z TRENCH & BEDDING DETAIL 0 HYDRANT CONCRETE ARCH 4 cl� ,, :z >: -- I ;� - VARIES AS RE01) W&S- I CL C14 T SCALE Zi CIL- NOT TO - CN 36' MAX. CN to Z ck� Concrete Pad V-6" sq. X 6" 6 7 5 - ----- 1675 O Zo Cr Zi 30' CON*fE L 2" min- - 6' max. AIIIIIIIIIIIIii VENT REQ 'D WHERE SPECS ILD 11 ' CONCRETE ON WATERTIGHIT MANHOLES. CL P CAP TOP Of' MANHOLE AT GRADE INPAVEt1LNT AREAS ------ VC BARE WRE WRAPPED :z 15 0 639 _-----4- AROUND VALVE BOX UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET .......... PVC 0 Is" MIN ADM ORADE IN EASEMENT AWAS 0.50X 10 0 ALIGE INSULATED T CONTRACTOR TO GROUT MANHOLE 252 36 min COPPER VIM IN PLACE SCREW TYPE DUC I ILE IRON, M.J. , VENT PI PE -e-_ 670 7 cu. ft min. 05 Stons, ADJUSTABLE VALVE BOX 4 BOLTS 2V it ADJUSTMENT RINGS 12" MAX 670 .05% WA TER TIGHT FRAME LOVER CAST IRON MANHOLE a PVC 0 Hydrant Test STEPS WITH ONE COAT 30' MIN L OF ASPHALT PAINT,OAE 4"' 9" ECCENITRIC COW COVElt 3 DKCTL Y iOPPOorrIE 7HIE 0.0VIll- SM AM SIVER 14- CL 6" M.J. GaAs Valve strapped 665 to the Main 665L -t- CONCRIFTE ASTMC-150--_ ILL Form ii'd 4000 PSI Board s Re :112 -Olit 16'Itylis) Note: All thread rod to be stainkis; stool or tar coated OD is IS— PROFILE" P IONEZR 301 1.0 MASTIC APPLIED ON EXTER IOR JOINTS ARE TO BE SEALED • SIDE Or JOINT + WITH "0" R 1140 OASKET + FIRE-HYPFANT ASSEMBLY DETAIL DATUM ELEV _,660 VARIABLE --- -------- W-5 4 - - - - - - 660.00 4'0 ID, PIPE TO MANHOLE CONNECT ON TO Of WARTH T CHANNEL TON A TRUSBEIIIIYPF,OAO-RINO F St-VOTRANSITION INTO OUT,- FOR ALL CONNECTIONS 2-0" MkX\ 4 0 MAX A GROUT BOTTOM OF MMANHDLE 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+00 TO FORM CHANNEL•TOP OF DENCH V ALL SAM [LEY. Qt TOP Of PIPE DETAIL I DETAIL 2 DETAIL 3 a TYPE A ( L I N E A HALF PLAN HALF PLAN HALF PLAN 6" STOr* AGORE)ATE TYPE A 111� THE a BEDDING *68 STa I", A A + CZ (o NOTES I Precast Manhole sholl Conform to ASTM Designation C470 S. Frame, to be bell" to manhoie. try T A 2 Orn,ftod 4. C~o% " p6d is be platroil around TREATMENT T TYPE A TREATMENT Z Va Z manholes located in shoulders of reeds :�i L4_1 3 Manhole sections to receive an external coDatvj of to appr-of brIumastlo, point p, for Its onstallattin. 00 CO cl� 4 Flat top catirting rraq be used on shallsiw maitinhole 685 T T T T r T T- _�6 ;� __ - .. ..T HALF PLAN HALF PLAN 0 OL 685 1 C�) r, L TYPE 8 HALF PLAN (C cz TYPE 6 p + TREATMENT TREATMENT, 9 TYPE 11 TREATMENT LLII o L re s I 1992 3.18 C/) 01 + C) rn>to PIPE 01J717,A7 CONDITIONS 680 V, !t Zo 680 min, to Rip Rap CLII O wrn A A Cr no loop .-CC (Z) 06 Ir LQ 1.0 Seats" Me SECTION A -A raw W- I C� z Q0 it z SECT04 A -A 11 SECTION A -A 0 PVC Diameter far 'o..w es" ,tif ow suirs, siss, ow it"M tosrrvr, Ms Ntetr«n "tin -- 8 9 6 3dc) --------- 6:� C,4 (,o 'I- NOTES cr voiao. 'CIO kz z ...... do 6�75 to 675 0. " I.oei plead. ..fo.,-on .1w.01 V 041.491y 11 P.O.'s 0. 1. loss, ------ 10' CON*TE CAP o4l.Hewn PIPE OUTLET To FLAT d- cr )V',' 1.34% -------- T"o A or III Moolsowt re ►as so pagift" ran. AREA WITH NO DEFINED F 2 -7.5-8 Tvitat a QThe 00 6 at rno j,ar. sh9j! Do Vsw,,d PLAN VIEW CHANNEL 0 440 09, facotif not Ifto P0r1,o,, below rn# op 6 may so cAit-0 -A hno otv,o 10' CONCRETE qCAP sip Rep Fill*, colt, Bodoint; o a. initooto o,,gter III, o,ol,on w.,* moon ocieil"Co 8 1.30 in the soiivficof�ws L 670 670 Rip 0 Pvc 0 A frolor I, HALF PLAN HALF PLAN 164" TYPE A TYPE 8 d SECTION 8-8 -T- SECTION A -A MOLTER CLOTH KEY I RECOMMERDED M DMRZ PfRII&MR 0 use TYWC1 Sircttir, shown on 04006 01 .91.01 1.04 01008. bottom 41h. OrA 4"11. 665 665 of Cho-411. ditch 01 natural 4,ound. A ik ado (WIN SPECIFICATION A STONE FOR EROSION CONTROL do 205 VIRGINIA DFARTMENT + + + + C14 303 258 DATUM ELEV - ---- _ 1; lu TRANSPORTATION Fl 174 071 T_ PIPE ou,LLr To wf.,LL 660.00 I DEFINED CHANNEL PLAN VIEW i -- - 1 DI -1 Steps are to be provided is 4,-Cr wfd $0111ir. 4'-2- NOTES 0 % For details see IS IFST-Ir . I __ 2- 7---1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 1-01 3* Dia weep hoie Mosimum depth (H) to " 10' For greater depth U1111 d Standard DI -IA CONSTRUMON OF A SIL 7' FEN 'K Caller I W?w libScif led On plans the inver f is to be "of d SECTION A --.A FILTER CrEOTH KEY IN 6- - 9 REC PERIMETER In accordance with Standard Plon IS- I The cost of OMMENDM FOR ENTIRE (WITHOUT W I -SUPPORT) .14 -FA- A ry ID so X 4-dooth Aqq furntShroig and placing all materials Incidental to wo NOTES I APRON JINING MAY BE RIPnRAP GROUTED RIPRAP CARTON a. s14 1 'hop" 4 to be included in the price bid for the drop BASKET, OR CONCRETE L I N E sMth I SET THE STAKES 2 EXCAVATE A 4"X 4' TRENCH os ZIS' 11111'at 2 Intel complete. 2 LA IS THE LENGTH OF ITHE RIPRAP APRON AS CALCULATED UPSLOPE ALONG THE LINE OF This item may be precast a, cost'n ploce USING PLATES 3 18 3 LAND 3 18 - 4 I If - 1 5 TIMES THE MAXIMUM STONE DIAMETER In STAKES AN cost in place concrete to be Class A3 For orecosi ISSS THAN 6 INCHES BUT NOT Q Z ^ 6'MAY See Shoot 103L03 C'4 0) (0 This 'H"dimmsiorn shown on to Standards ON Specified C1 C) 4) 11 10 on the plan will be measured from the lm�!rf of the out- Ln 0i C.) Q) 41 SECTION A -A fOl Plot to it* top of ?he structure Plan H dimensions Sotirce: Va. I)SW(, (40 co z __j :3 gif are approximate only for estirricling purposes and the Plate 3.18-1 II C) to actual dimerwor's %hall be determined by the Contrcictor co 0 from field conditions co C) cc 1. 11 -Z 11 Ci 2 z PLAN 0 4 1 S" Smooth Dowels 19 approo. 12" In the ~f 1110 rkerl of the curial pipe is " than 0 Grote Removed) C- C 10 b4 placed in all oreft adjacent the bottom of the structure, the I %w of tho %eucitn, _Z CONCRETE QUANTITIES FOR MIN. DEPTH Q,J Q. q) *Wfep half with 12"xI2" plastic hardware to abutting concrete to prevent 12"conc.pipo- I44OCuYd& Concrete shibil be shatbod wdh c~ morldir to prevent W,*V 1,57 Z CC clam 1/4- moth or go(voniZed steel wire, settlement 15"COM Pipe- 1529 CuYd&L Canicirtifir Or FiCirodl of water in the structure. The cost for Ow kwt 04PIng "I no riCIL4111d In the price bid lor :z Or rj tj FL miownurn wire din. 0. 03 inch. number 4 In lieu of dowels a 2*%4 notich my be t$'ronc pipe- L620 Cu Yda- Concrete 670 mean?Wd`e0r* cloth anchored firmly to Provided. See Standard T- IN - 3, 4 24'conc. pipe - Le I? Cu Ydo. comrov, the structure 670 outside of struchurs. Add O"Iff CULYMS. per additional fool of discft alternate dosiam 4' SECTION STEEL SECTION CAST IRON 4. NOTES L2ir - 2j'x J' f_32- 7" 3 * 3 STAPLE FILTER MATERIAL. 4 BACKFIU AND COMPACT 10-4-long j Lugs to be TO STAKES AND EXTEND THE EXCAVATED SOIL. One welood ir tag? .1th Calla, IT INTO THE TRENCH. _T 0 Any ollortnato methods of anchorage, C C meeting he oppr000l of the Engineer. R665 665 Optional may be substituted W the cost iron egency a es ssates WeldSome Ribs lugs at shown hereon 43.6ibL 3 tbs. 1' CY Including - I all kruclu" CY it L-. 10 COnnectons lugs Co. I Jill c connectors STEEL ar CAST Section T RON L 9654 4 J. 4" Stud St., If% 4" lugs fq conrociors 4 Sewer Line Profiles & Misc. Details FL. W - I 660 660 FREDERICK COUNTY, VIRGINIA _T DES. C.E.M. JOB NO. 3048TOPO.DWG SHEET FLOW INSTALLATION T_ SECTION C-C DRWN. C.A.J. DATE September, 1993 SHEET NO. 7 - - - - - (PERSPECTIVE VIEW) 1. 2 44i APPROXIMATE WEIGHT --- OF SECTION B-8 SHEETS DIMENSIONS FOR Cost Iran APP. C. E. M. CAST IRON ONLY Grolit 363 1 IS tbs SCALE: 1"=50'h. 1-=5'v. Ir DATUM ELEV A Gilbert W. Clifford and Associates, Inc. 655.00 DETAILS OF COLLAR AND GRATE Enrineere Land Planners Surveyors 150-C Mole Greenwich Dr, 200 North Cameron St. SPECIFICATION Freclericksliourgo Virginia 22401 Winchester, Virginia 22601 SANDARD DROP INLET (703) 667-2139 �T (703) 898-2115 1 -24 PIPE MAXIMUM DEPTHH-10' REFERENCE 2' 233 VIRGINIA DEPARTMENT REVISI NS SHOULD BE HIGHER THAN POINT H 302 L POINTS A rIO470i 0+ TRANSP&TATION no. date description bv ckd. 00 1+00 2+00 3+00 DRAINAGEWAY INSTAIIATION 1 213194 Revised per FCSA comments of 1119,793 EL:C SWU (FRONT ELEVATION) 21241! I�AJ L I N E D CON T I N U E D Source: Adapted from Ingabb _331_2_5T91 Revised per FCSA comments. CAJ SWU Barriers _f_QL Sediment _Qn3jL51raw and fgbrj(.jjjXr 4 Pz15194L...._._Reyhq comments. Comments- CAJ SKY Contra, Sherwwd atid Wyant Plate 3,05 2 5 16/17194 _ IRevised perCa' Swill A 7/8/94 Revised per FCSA comments. caj qW&A MITER BOX HARDWARE N I Q) > O > > L O O ` n + C O U Q) is -r ° LL- In I Cr r-, Ld ry O C(DD U! U)M J 1 0 co II II o `1 �� jLC) a; �j i� Ire oo s o I Ln Sri tl� cs) _ 1 rfl 680 ' n 0 cn a I. 1 �' a� of r, a) > W�>_�CO �- ch C I I V) t. 11.1 t.__ Q) I I II !D Proposed grade _ice Existing grade r �I - IZ. Ij 665 - - 675 I _ - Proposed grade 1 -? f grade 60'-2! 7" "r -- - - 1 rcP , 'SEE NOTE 3 � � ,�,° _ _ ----- rcp t'3-1�fiCj'= -C _ 660 i SHEET 2 OF 8 670 l O COP�CKF T 3�7r rcp � 7 rC D - Q ro 1 CAP 0.1 0 O a); 0 3 II v I CAP y iC �- (n Q) I 655oo 665 r( •.. ___,' �,._. _. >� ' r- X I ` C) CC) LIJ 1 00Lo x)c I (n I C71 rn O m C-)- N cD O CD O cD Q c� r� ro' r� 00 co 0 p O 1 O + } f 4- LC) 1 + I DAT'U]!0.0FL6V - - -i - -- - DATUlf 0 V - _ . - . } I �) j f) :� c: -- j O�- . C) , - O Cr-) O C u� CD 16 i-n 0+00 1+00 04-00 1+00 2+00 3+00 4+00 Culvert No. t 670 665 Oi 0 C CD CD 660 c" - -I �I c C DATUM ELE_ _V_c, 40 5. 00 0+00 a� 3 0 LL __jI Proposed grade U Existing grade 1 +00 Culvert No. 7 �"V ('r 1.� r 0 .1 e 6 ''1 1, 665 i 01 V)' JT Proposed grade grade 6» RCP J% RVICE PIPING METER SIZE YOKE METER BOX } 1 METER BOX COVER DIA -IN DIA.-IN FORD NON -TRAFFIC FORD C32 3/4" 15 GPM Y502 18 in. TRAFFIC FORD C32H FORD FORD N0, 30 MONITOR +2 1 15 GPM Y504 241n. COVER W/ RML-12 TOP LID FORD FORD NO. 30 MONITOR o2 1 25 GPM Y504 24in COVER W/ RML-12 TOP LID FORD FORD NO 30 MONITOR •2 I 1 40 GPM Y504 24 1 n COVER W/ RML-12 TOP LID 41 IN NONTRAFFIC AREAS - 1 /2" THICK POLYETHELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3'• THICK WALLS •2 IN TRAFFIC AREAS - 3/4" x 30" x 30- STEEL PLATE WITH 22" DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN -1 D & REINFORCFD CONCRETE BOX TREATED 2" X 4" WITH TOP 6" PAINTED BLUE METER COVER SET 2" ABOVE VARIES AS REQUIRED F IN. OR ADE PR IOR ) i' TO SODD INO 1B -21 r METER BY F C S A. METER BOX 3" STONE BEDDING •0- SURROUND ING BOX 30'' DEEP CORPORAT)ON STOP ' ) 36" MIN ANGLE CHECK VALV WITH DRAIN VALVE �a5' B" MIN NGLE YOKE VALVE y 6' MIN f CRIMPE 5PPis c I ft 9.9Liy 9N-CHECK-DAMS VDO.T No I.- ( ours@ AggreQat• '-- T I Flow a � � 14- R CK.E.1-LLSNUK.GAM.-DEI.A11, Not to 5calo 660 :.:. •:f:....i.:.r.•r•.,�.s...i• •i� iu O l'WATER MAIN TYPE "K" COPPER TUBING CONTINUOUS 6" STONE BEDDING WITHOUT JOINTS FROM MAIN TO METER 6" STONE BEDDING-/ s NOTE. EXACT LOCATION OF METER BOX ASSEMBLY ' 1> i and f TO BE APPROVED PRIOR TO INSTALLATION. �� ii ►vb Raa1 METER SETTING PARTS / ANGLE ANGLE CHECK EXPANSION C._ CO �; LINE YOKE YOKE VALVE VALVE WHEEL �,' z u)i 3!4" Y502 AV 4- W HHA94-323D EC-23 CD C r HHA91-344 a01 Yg04 AV94-444W E { }' + OI WITH C84-44 v D.O.T O I (D + Cearaa A�re"te DATUM FLFV - o�_- C-)c 850.00 _3/4" & 1" WATER CONNECTION DETAI-L - ORAVILC W - 6 TEMPORARY Coxsi 0+00 1+00 Cui[veIIt fro. 6 Tiransition to "eter Setting a)s Required. R- 3/4" Type Copper ace of Curb 1- 1 "x 3/4" Wye " Type K Copper (3/4" Type K Copper for Single Meter Installation) Curb & Gutter Regency Lakes Section C DA Area(ac) C CA T(c)min i(2)in/hr I(10)in/hr 0(2)cts 0(10)cfs Typical Dual Meter Installation A 5.29 (0.55 2.91 10 4.1 5.5 1194 16.02 �Y B 2.65 (0.55 1.46 8 4.6 6.0 6.71 8.76 Not to Scale (Plan View) C 1.46 10.60 0.88 7 4.8 62 4.20 5.43 n(RCP)= 0 013 D 1.43 10.60 0.86 6 5.1 6.5 439 5.60 ° E 4.35 10.50 2.17 5 5.3 6.8 11.52 14.78 F 1.39 10.60 0.84 8 4.6 6.0 3.85 5.02 1 Excevete the trench c . Piece and Steke Strew Beier I ° G 1 31 1055 0.72 6 5 1 6 5 3.68 4 69 3 18 I -9 cry 1 -n�,• �_ '"a>` j Culvert Inv. In Inv Out L ft Din. S(%) 0 des cfs 10 cts V(10)fps From Type Cap.Chk 8 ALE 1 661.47 660.80 60.0 27 1.12 previously approved rcp ! VIDTM 680 6.'S 2 668.25 6,67.75 70.0 30 0.71 34.74 34.56 7.08 Sir. 2 rcp o.k. i -- - - - I 3 669.00 6,68.35 110.0 30 0.59 31.59 25.80 6.44 Sir rcp o. . ( C') 1 existing grads 4 670.25 6�69.50 88.0 24 085 20.93 20.38 6.66 Sir, 4 rcp o.k. 5 672.25 6170.50 112.0 21 1.56 1984 14.78 8.25 Sir. 5 rcp o.k. Proposed grade � P 6 663.00 6161.50 70.0' 36" 0.85 5.96 5.02 4.86 Sir 6 rcp o.k. F ropas._d grade - ---- _ - Li 7 668.00 6167.60 40.0' 18 1.06 10.82 8.77 6.12 Sir. 7 rcp o.k. - j I 8 673.10 672.70 40.0' 15 1.45 7.80 4.08 6.36 Sir. 8 rcp o.k. _ 675t 667.07665.07 65.0 27 154 previously approved rcp /Existing grade i.�:�" 0'h 1 5" RCp ® 1 00° 65'- . ,» r' Sir. No. From GI(10kfs Inv. In Inv. Out Top Eiv. Type Sx(ft/ft) 0(2)efs Hw/d Spread(ft) Hw Elv a. Wedge Loaae strew Between Bole* 4. Boc"i d s eoml►oct 1M C� 7 �p 1 661.47 ES-1 previously approved Extw.lw,al. Oh o Q (Concrete Cap � - _ � d CONSTRt1CTI0N OF A STRAW SALE BARRIER A Co 670 (�- �; 2 B 8.76 668.35 668.25 671.50 DI-7 0.0125 6.71 0.30 14.42 671.80 3.25 A as ,nc - L 1 3 C 5.43 669.50 669.00 672.25 DI-7 0.0106 4.20 0.22 t 0.58 672.47 3.25 s I^ j 3 -' 4 D 5.60 670.50 670.25 673.25 DI-7 0.0100 4.39 0.23 11.06 673.48 3.00 -� Co i 5 E 14.78 672.25 675.75 DI-7 0.0104 11.52 0.50 24.04 676.25 3.50 i i Otn LE O' Hw/d - N + + ° oDATUM ELL7 6 F 5.02 661.50 ES-1 0.0200 3.85 1.1 68.75 662.88 Pmnta A aMu d beqfw then Point DATUM ELE'V o o> 880.00 - -- -- - - - - 885.00 ', � 7 G 8.T7 - 666.75 - ES-1 0.0139 6.86 1.1 118.80 668.40 `- - - j 8 H 4.08 673.75 ES-1 0.0150 3.18 0.9 75.00 674,88 PROPER PLACEMENT Of STRAW BALE BARRIER IN DRAINAGE WAY g 664.15 ES-1 previously approved Previously approved indicates the Culvert is same design as approved by VDOT for Regency Lakes Drive. __ J 0+00 1+00 Culvert ')t 0. 8 Cu vert, �w. 9 Outlet Prn:ic:tion Summary EC-1 Specification Culvert d(5 )) Apron Length 1 0.4 15.00 2 0.4 10.00 6 0.4 10.00 7 0.4 8.00 8 0.4 5.00 9 0.4 15.00 all dimensions in feet Stormwater management is provided via the existing lakes designed for stormwater protection & management. Detailed stormwater and erosion control plans to be approved at Site planning stage. SETBACKS,BUFFER AREAS & PERIMETER BOUNDARY A 50' perimeter boundary setback is provided. All units shall be setback from the perimeter boundary a minimum of 50'. 2. Buffer separation areas &road efficiency buffer areas are noted for each particular area requiring such buffers. 3. All setbacks from roads &units shall be maintained as required by the MH-1 zoning code of Frederick County. 2. This site contains no Woodlands. 3, This Site contains no Flood Areas. 4 This Site contains 12 Acres of Lakes. APPROVED BY: COU ADMI IST ATOR G� PLANNING DIRECTOR 7-7-JS` DATES '`L9�S' DATE _ _-_ `� I -' �-' /� '-� 1, v " ` -�._ .��- `-'�� - � T - _ "` J - _ `\ \ ` '� Oakwood Land Development Corporation BOX 77013 Greenwood, NC 27417 (910) 855-2435 Gilbert W. Clifford and Associates, Inc.. Engineers Lend Planners Surveyors 150-C Glde Greenwich Dr, 200 North Carheroi St, Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-213911 3 23 9 Revised per Count Stoff Comments ss SMG 2 20 9 Revised per County staff Comments ss SMG 1 17 9 Revised per County Staff Comments TwP SMG no date description by ckd. REWSIONS REGENCY LAKES ESTATES Revised Master Development Plan FREDERICK COUNTY VIRGINIA DRAM � N� "4024.01C. . February,1995 drawn b tw SHEET 1 \ N,ADJOINING OWNER INFORMATION %O a :•- C ... \ NAME Tax # Use /� ti :;• f ,, . • t \ / Top of Virginia Development 54- (A))-88/90 Vacant '; o f �• i 1 Elizabeth Bles Hughes, trustee 54-((A))-99B Vacant % Development Co. of America 54-((A))-99F/G Vacant/Comm. Frances E. Hulver 54-((A))-101 Residential N o Z) S-D 54-((A))-102 Residential James R. Wilkins, Jr. 54- (A))-105 Residential Caleb He* g htS / � / \ \ 50' Perimeter Boundary Area t v Caleb Heights County School Board of Frederick 55-�(A))-22 Vacant/Public Zoned: RP / �/ \� Dennis t. & Mildred B. Cole 55-((A))-26 Residential P; ;'�' '"- • ( 35' Buffer Sep ation Area Use: Vacant Zoned: RP Regency Lake Associates 55- A -28 Residential /' •%% �' tth full la sCa ed screen g Y �( )) `• �\ ✓' h; p Use. Vacant Catherine V. Swart 55- A 29 Residential / (( ))- /, Kimberly G. Henry 55-((A))-31A Commercial oo� Williams J. Meadows 55-((A))- 318 Commercial .t4 1, A/ \ , Five A. Limited Partnership 558-((A))-1 Residential - •AK(� Chriss & Ponaquoito Poulos 55B-((A))-2 Residential •� _; r 40' right-of-way to be dedicated / .°" / '�/ \ i \ ~'� A Joseph C. Smith 55B- A -6 Residential Roger I. Sr. & Shirley J. Fishel 558-((A))-7 Residential to Frederick Count for a new / �� y .%/ \. Steven A. Dehaven 55B-((A))- i ' i \ \ - �;�• B3 Residential major collector road should development activities occor on // / .// ___ \,\ �. �• �,, ~. i�zl�R, 8_ k.� S l,. the Caleb Heights Property. ✓,; I ddd Shall be reserved r d is t t 60' reserve strip for new minor co I! .: r road. for future +� Frederick County should develop, ent activities {� I-- � , f\/1,,.,1' /.occur on the Caleb Heights propEit Vicinity Ma / �/ / > "' _ - _ \ .; \ n.,_ • 1. C` % t r' ry / _NtDevelopment Co of America �'\• •.\ \ - --- / �j .'.•.'.•.'.•.•...�• ';.'1'. Zoned: B-2 r Use: Vacant 77 J f X" K ::..:.tom e e n c He •" s 4 Road Efficiencyff A / �' _ / \ i�_�� i , w Landsca ed Screen \ ti \ Z - \ _�: '�•xasti�l•fake '� _ r 'l _-. tj.. ........... ��:� '�.�� ...... � ;_ .� - � ... •, . �lJ s R s i d n 1 r v 1 Rcoodway Ditch Londecaped Berm, Road Effic(encv Buffer Not to Scale 50' Penmeter Boundor- 1 �•r i - - � i i ,:tea, � �� l y: _ r�iF _ � � �' � 'a- I;1� f / / 1'� �' .� r% +�' - _ � � , Y //., � � � i ff .l .. - � .t. •, . _ I 1 i .+_`'^'k,� 6q� / , /': � ..,..� i I 1 ''.., /•� � •`•�. .: 1... .. . .1� � � \ 1 i - �\. '``` �� :� --c' ...... u.': -..._ I r � :1� % !'_ '''� �' ... �+. \' � / �` � i �•.... ... � Buffer Separation Area Landscaped Berm ri 75' Perimeter Boundor Area r Buffg Separation At�Landscao�.ed Screen w ands a ed c een , /%. );_ t ....'t � `, .,...� ... .. � ��\,t ....... � \�. ... ` Not to Scale _ .; i /: �. _ �--__ - ice. •- K. •;;..<�� , � �• or REGENCY LAKES ESTATES r:.� �,....... ............................. f - „ ............ , ;,' ............................... , FINAL MASTER DEVELOPMENT PLAN JANUARY 22�]•$$� / / .. _ •� .•\ _f-'-..- - �! \ ''',('/{, '�d• �• �`. I' . . . . . . . . . . . . . . .. .\' '�' ..... . . ........... .......... t,.,\ ....X'. ! /i�, .. .OPEN SPACE (''; ............ �'i...... PHASE SECTION AREA(ACRES) UNITS UNITSIACRE ACRES ii AV r.. t. \ is' `� ` i \ -`• �' ;; .. ` �,; \� ft�.''... ^r :::. .... :.::::::::::.:::. }� ::::::: t'li 0� A 48 191 4.0 26.7 56% %� �. '.�' `l\ * .. r• ` y F\: :..'.'.'.'.'. ":...... .� ^ca B 27 101 3.7 11.3 4 % \\ a a.. \J/i .-:r.. y, (t/j, a `�'�• r. = ��`1 / �' ::::. �:.......:::.:::::::... _ A(�y c 31 127 4.1 8.7 28% Develo ment Co of America \ 1` l" ! ii( I x .. i .�Cr+..�\�/\ �.+ r. ,7;' :a: 1 '.ti' ....... }..: D _iZ•4.Q _lrt.3 P \.,`� _¢ �t� \,�,\ �\ \ /'::.,,^' :::'` :::::, :f''. :?:l.... Subtotal 151 598 4.0 63.0 41% Zoned: B-2 S J _-.� e, �•.� 1 j' I :.`'\\ '� �'.� ?;l i. 1 ':.. E (Regency Heights) 1.4 IZ2 Use: Vacant _ :%�/.....: `�� ' ` �= ,�,' :. ,'..�.. 1 : �:.. ommunity Wide TOTAL 203 670 \ z ` C� '4 �: ' 3.8 90.7 44.79: / ,, j s��)•1�,;, ;... A' '/-.T ::: ' ::..:;� Recreational Area Facilities ..... *; .�.; ..... -Community Center J. �. , __ �'r •�\\ y ,� . ... . : .. . •:`.� . . . . . .. . . . .. . .. ......... \ ./r' -Pool REQUIRED FREDERICK COUNTY (MH1) MOBU HWE COMMUNITY DISTRICT REGULA71ONS .f_:/� ,. \\ !j "" :�'.`.:::::: .'��/:': I'.'.:.:.:'.:: f 't'.' ...� �.�.,��y _.r -Tennis Courts \ kA .....'.... ..:. !' .... t 1'.t �: -Tot Lot QEVELOPMENT REQUIREMENT ) SECTI D BUILT" :�.�'. i.'.,:'.'t:il -Baseball i Ond MAXIMUM UNITS PER ACRE 8 40 ON�3.2 A`�- r'. , yam• wi_Dam .: s �`'' ' i OPEN SPACE/COMMON AREIA it% 41% 41.7 � -Open Recreation Area S. r j i F�,- _, �► T 1 ' �i '; __ �! ''' ' ct' SECTIONS A-D "AS-BUIlLr & E & F FUTURE SECTIONS i7 •. � 1,', \.. � 1• OPEN SPACE \ k\ 7 �� )I/,i•Y�\ O� - LEGEND: PHASE SECTION AREA fACRES� UNITS UNITS/ACRE ACRES 5 ROADS MASTER PLAN NOTATION - '', `� `� s 6 55 49 14.7 71.4%35.2X 2 A� f r - ,�,s � c 21.6 78 3.s 7.3 33.7r 5 Ac The master plan is revised to reflect road changes consistent with the 1994 r „ ? a 1'. �, ' ' ;,_ t- x< Frederick Count Comprehensive Plan. Phase Line Y P •\ �' _ �� "� \--.j �, f � I �� '�'� D 26.3 30.1 190 3.4 6.4 2a.31. 2 Ac ty.. ::_� ;�/ f r: n ace Open Sp F 50.5 192 3.8 9.8 19 4X 4 Ac \i. �' 1.'s �. aZ ' '' /' ' '.�.' ' NQ - a SUBTOTAL 168.2 575 3.4 44.5 26.4% 20 Ac Externet changes incorporate road improvement plops adopted since 'cam, .''.'.'Y'..,w / ,� -T Existing Power Line REGENCY HEIGHTS 34.8 71 2.4 9.7 27.9% 4 Ac January 22, 1986 that impact the development of Regency Lakes Estates. ti::: r , �:' r�ti► 4a TOTAL 203.0 646 3.1 54.2 26.6% 24 Ac Existing Gas Main internal plan changes are minor showing "as -built" conditions with minor interior road changes and density reduction as approved by the GRAPHIC SCALE Frederick County Board of Supervisors, January 22,1986. Zoo o goo Zoo goo aoo 3 GJ 78 , Ali internal streets are private ano will be maintained by the ENVIRONMENTAL PLANNING NOTATIONS: \ U 1JL 1995 Owner/Developer. Private roads are 30' wide with 20' of pavement \ ( IN FEET) O NER/DEVELOPER: 1 inch = 200 ft. � OF PiM 1. This Site contains no Steep Slopes. DEpt,��iNg 11 N Sw 13 /1 m _ o N sw � #19 4/130 gwayne NIF DEVELOPMENT CO. OF AMERI CA ZONED: B2 USE. COMMERCIAL sw #1 p0/l 31 SW 5 117 16 �I -30 S. 6� 8 / 17 \ \ O � s\ NIF \ / S-D ZONED: RA IN, O/ _O USE: RESIDENTIAL /0 IN \ / \ \ \ Nv 7x- W #770/7 / 28 SW #111/162 `11 i129 SW 0 O' ti0 / / / / o l � / w 82 4, 0.01 1 � '?p , Ave DW 27 8, I #1 p917 71 5.01 �N IN. IIN o � l moo. I I \ I I � I i, Double Wide Unit "DW—B" Double Wide Unit "DW" J0 8 #7 /2�129 SW Double Wide Unit "DW—A" i 8' Deck 15, 80' Single Wide Unit "S W" .TYPICAL UNITS 'o\ 141 rV ri w ti � � F 0 �`c• o- ' \ TIP- 9W I79,/ ICI I \ \ DW / "1 \ \ \ o N 17.7' A* o w \ IN. / I j015r , Sp, \�O �,7 o \ 04S �� 2 � �o�o• \ gSF�FN \�� / 1 20, 0 > '.— � 1 / , �� cos �°��• \ \ � \ \ #109/171= Street Address Number/Lot Designation' Number D Regency Lakes Estates cp ,P }- 6� 0 c' 0 N I Section T' \\ �� Zoning & Unit Placement Plan a. FREDERICK COUNTY, VIRGINIA DES. C.E.M. JOB NO. 3048HC.DIVG SHEET NO. 3A DRWN. C.A.J. DATE OCTOBER 28, 1993 °'c APP. C.E.M. SCALE: 1"=30, OF -- 8 ----SHEETS Gilbert W. Clifford and Associates, Inc. Snclneers land Planners Surveyors / 150-C Clde Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 / (703) 898-2115 _ (703) 667-2139 REVISIONS no.1 date descrintion I by I ckd. l sw C; 162 �(b h� LID / � �60 / ri �,��• IVIM l.r1LfJVL M JLL O"LL 1 JV yr 0 N o N o o_ Cry �4,0. 0. w 6', �Y ' 2�) S-------------- — 58.5 �7S 6 — ------------ — ------------- h O• 7 \ 7 #, S41Section ss o.� SW o' \ #100/131 1, 165 00. 1 -7 .c S \ � low— — II _� Zp.0' _ M 0• 2 stj O Mni, o I -- 119 Q:) y n P o L0 N #121 /161 SW �, �' � iO/ I 101 1138 ly p 1Q, - - - -- \ 68 g 123 1 o pW\ 0 � 49-5 -- -- — 04 ` SW 26.4' z 2 • -- - \ 5 169 �� 9 / �� .0 Mit). 2 w 124 14� d c3 \ 0 ^o \ 4 113 163 SW I #114/130 sw w�#115/16`i l --CD co q'1D�gO(SicgO 41 a N /F DEVELOPMENT CO. OF AMERICA �6 d ZONED: B2 \ USE: COMMERCIAL `�8—_ GiygeteNil 0 \--------- /�� N/F h0 S- D ^� ZONED: RA -- USE: RESIDENTIAL N �A P'ONap \ PO elc' Section » A" 0\� j 'tilk I #109/1 71= Street Address Number/Lot Designation Number .Kegency LaKes mutes Section "C" Zoninng & Unit Placement Plan (Match Sheet)_ FREDERICK COUNTY, VIRGINIA DES. C.E.M. JOB NO. 3048HC.DWG SHEET N0. 36-- OF 8 _SHEEETET S DRWN. C.A.J. DATE OCTOBER 28, 1993 APP. C.E.M. SCALE: 1 "=30' Gilbert V. Clifford and Associates, Inc. Enginaeers Land Planners Surveyors 150-C Olde Greenwich Dr. Fredericksburg, Virginia 224(01 200 North Cameron St. Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 - _ REVISIONS _— no.1 date I _ description __ I by ckd. 6 e g e,.,,9ai -..-K e:"s General Notes: 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility` 1-800- 257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. All grading for improvements to be confined to the project area. Any work performed oifste is the Contractor's responsibility. 6. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed, 7. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control. Guidelines and local ordinances and to be utilized during the construction period. 8. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area :s to remain denuded for more than 30 calendar days when construction is not .in progress. 9. All iunpaved areas of the site which are disturbed by this construction shall be provided with 4` topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. 10, Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the County as necessary. 11.. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 12. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 1.. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V.D.O:T. 14. Allliill, base and subsurface material shall be compacted to 95% of theoretical maximum density as determined by AASHO T-99 method A, within plus or minus 20/6 of optimum moisture for the full width of any dedicated right-of-wayand utility tirenches under pavement areas.. Compaction in other areas to be So%. 15. Vegetation Plan: All grass areas to be seeded with a mixture of Marion Kentucky Bluegrass at a rate of 2-3 lbs. per 1,000 square feet and Annual Rye at a rate of 1 Ib. per 1,000 square feet. Nawly seeded areas shall be mulched at a rate of 70 - 120 lbs. per 1,000 square feet. Adequate watering and fertilization are required to aid the emergence of new grass. 16. Cutshests shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. 18. Temporary termination of sewer line shall be plugged with a watertight plug. The end of the laterals shall be marked with a treated 2x4 post extending from the plug to eighteen (18) inches above the ground. the top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed building as shown on the Architectural drawing. 19. New connections to existing sanitary sewer manholes will be made by core drilling the manhole. 20. The Sanitation Authority maintenance department is responsible for the installation of water meters. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot, 3) the distance between the trip of the cover and yoke bar be between 18 alnct 21 inches, and 4) all components of the meter box assembly to be in proper working order. it is the dlevelopees>oontractoes responsibility to have the meter box assembly installed correctly. 21. Buirning of land clearing debris requires a permit from the ore Marshaft"Offic e. Burning of construction debris on site is prohibited. 22" Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Developer must ensure that driveways to houses do not allow parked vehicles to impede access to fire hydrants. Hydrants are not to be obstructed at any time with construction material storage or stockpiling. Owner Developer: Oakwood Land Development Corp. 2225 S. Holden 11\,®ad La®o Box 77013 Greensboro, NC 27417— 7013 (Phone: (919") 0055®2535 HE ILI f cer� Stonewall Magisterial District Frederick County, Virginia f -, moo • o o , .o � o i ,IIQ� _a o0 00 t 1; o ` poop ° � ° a •o a ., Sul 40 _M1 � t VICINITY Mat SCALE: r'=z000• M �Zevised September, 1993 (SITE JIUDLAN APPIAROVED JULY9 19"816) Gilbert W. Clifford and Associates, Inc Engineers Land Planners Surveyors 150 C ❑lde Greenwich Dr, 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 °; �caV'��' ,Z o CERTIFIC T v D REGISTEREDi/' PR❑FESSI❑NA" ENGINEER SIIEF,T 7N1:)k k— 4S My a994 DEFT, OF Fu ralvgI qg �� ® ®ErEa� �� SJ 1. Cover Sheet 1A. Key Map 2e Site Utility Plan 3A. Zoning & grit Placement Plan 3B. Zoning & grit (Placement, ]Plan (Match Sheet) 30 Horizontal Stakeout Plan 4. Grading & (Erosion Control (Plan 5. Road Plan & Profile 6 o Read & Waterline Profiles 7. Sewer (Line Profiles & Misc. Details 8. Storm Sewer IProfiileS & Misc. Details APPROVED ADMINISTRATOR DATE FffNAV SITE PLAN, DATE-12--ALft— Job Number: 3043 Sheet Number 1 ®f 6 670 660 65`_ O 00 Ex 11 Prop. Grade Grade o = N n N�tp c E - ____ N 00o x� 5_5 I 9 p PL ®1 55,t i � I Phase Line MH D-1-A _ Rim=671.1 Inv Out=661.65 0+00 1+00 _,+CO +un 4+uu �we L I N E D/ \Soo �r/y ,1 \ 123 124 \ \ / 22 1 / 125 \ Mii KA-3 126 22 1 /2'BeNd R m=678.45 I v In=672 65 / nv Out=672 45 i t=` x8 Te 127 i' 2�8- GV i/ 1- k'f6„ Re 1-6, G V 1- FH / 128 A-4 162 Rim= Inv Out=673_1�C / MH 129 / Rim Inv 132 i 163 nv ,-Joints 8" \ / 133 130 °J dam' ' 1 -- B Ass'y Pe 164 R.. plug + 71 14 1F yN EAREN1 134 �C 8 ,f? LP�R.'� 1 SE 1 ! 165 i lei p. D -1� 1669.0 660. '� \ Q�J6ISO Out= 0.00� kOh� \ fix/ S e t �'� o n / 19 water eaXement f v / / 00 - t e e 153 '%' 0 109 / " ' \ '��` 1+�3-8" g v.166 / \�"� / 135 1't �� 1 FH A ss y. � \ 7 ( f 08 itor a / i 10 \ 10 Prrvote Son sin t — ;111111,117� ewer Lateral _ 1 , 152//' / \ 20 ''2 1 /2'Bend''i I I / 167 i % 1 ' 138 j `/ Str 30 ~ 136 Type DI-7 "x8'r�61 �x / /// \ MH B-4 �''i 168 Top= 73.` 2-8 V \ 21 \ R,m=683. 70 \ \ Inv 6 .50 1-8"x6�ducer In,,, Out=677.70 0.9 nv Out 0 1-6" GV / / 106 / - - 150 MH A-1 A _ \ r 169 \ 22 Ipv In 615FL, 137 fhv 0 t=666.20 Str#41 149/32 140 T -'151- 7 I Toil Aec 69i@ kor / / / / op 6 3 25 P', P� x 31 a MH B 74, 34 l Inv In=670.50 v dn�? SP��c " \ / / \ f 23 / N / / 2„\, \ Rim=679 6 Tr- Inv Out=670.2 :c\` vr`P�f P� / ; v \ Inv In=674.06 \ �x>A 30 \ Inv Out=673.8 17048 S ! end EX'::, 5 / 24 3 / m=67 29 / \ 142 � �/� 5' en 147 Inv. =664 / 28 / MH B-2A Rim=676.7 \ v Str#2 / / 4 \ Inv In=670.94 G�1 45_ ' /,\ 18 Type-0 -7 27 / \ 25 Iry Out=670 74 Top=6 1.50 \ `� I \�� I f Inv In 668.35 �, / y l 1 nv 0 t=66825 \ \ 26' 143 ' ' / I 146 5 S 'c t i o n / 16 0: p , A \ MH B- `z' w \ Rim=674. / 15 / / ��_ 6 I N w Str#5 I 145 1 Inv In=668.2 / Type-DI-7 144 Inv Out=668 o j q s�r� Top=675.75 ate 14 Z ` k NA Inv In= - o - 3 w in DEVELOPMENT CO OF AMERICA 6m t l ZONED. 62 w Inv Out=672.25 I _ 675(( -- -- 67.5 USE COMMERCIAL 1 / 13 E, Grade �6� \ e• 670 _ _ -- 670 \ �o. �\ / , 9 Remove existing pavement in Pyramid Drive / repair subgrade backfill. Replace pavement :J��N/F Ss?S / 10 �, with like material and 6" 21—A as needed to S-D �� / correct all existing settlement. The final �SANSE�R 3 ,zoNED: RA,full depth of 21—A shall be 8" min. USE RESIDENTIAL G�_. \\ WATERLINE PROFILE /�> 'S6•. \ 1 (includes existing). Regrading of existing OC O+-- r+00 roadside ditches is also required to PYRAMID DRIVE achieve section shown on Typ. Private Road D Section this sheet. NOTES / 1. All utility crossing of Right of Ways shall be backfilled with onsite shale material. This fill shall be placed in 4"-6" lifts and compacted per General Note No. 14. �. All water line bends to be restrained with Megalugs. 3. Contractor to field verify depth of existing water line under culvert C-1 to see if water line needs to- be lowered. \ LfCEND, Proposed Culvert w/ D. L \ Proposed Sewer Line w/ Monhole ----rid Proposed Fire Hydrant Proposed Gote solve Proposed Water Moin --� A, Proposed Sewer Lateral - - -- - - - - - Prop. Dual Woter Service - - - - - - Loterol w/ Meter Prop. Single Water Service o- - - - - - - - Loterol w/ Meter Existing Sewer Line Existing Water Line Regency Lakes, Estates Section C Site Utility Plan FREDERICK COUNTY, VIRGINIA DES. C.E.M JOB NO, 3048TOPO.DWG SHEET N0. OF 8 —? __—_ ___SHEETS DRWN. C.A. DATE OCTOBER 2a, 1993 App. C.E.M. 1"-60' SCALE: - Gilbert W. Clifford and Associates, Inc. Engineers Land Planners Surveyors 150-C Olde Greenwich Dr. 200 North Coneron St Fredericksburg, Virginia 22401 Winchester, Vrrglrna 22601 (703) 898-2115 — (703) 667-2139 REVISIONS no. date description ekd. 1 10 9 93 Revised er Office Comments __by_ caj DCL 2 it 1 93 _ Revised Per Office Comments. ELC DCL 3 2 2 94 _ _ Revised per FCSA comments of 11 9 94 ELC SMA 4 2 16/94 Revised per Office Comments. caj SMA 5 2 24, 94 Revised per FCSA comments caj Swu 6 1 94 _ 1 Revised to, show profile, caj SMA 7 3/25 94 1 Revised peor FCSA comments. caj SWM 9 5/27/94 Revised per commerts caj $WM 10 6/16/94 Revised per comments. caj sWM 11 7/8/94 Revised per FCSA comments. caj 511111M LOT N0. SQUARE FEET ACREAGE 1 4,480 010 2 4,433 0.10 3 _ _ 4,433 0.10 4 4,433 0.10 5 4,433 0.10 6 4,562 010 7 5,539 0.12 8 5,391 0.12 _ 9 7,370 0.16 10 6,045 0.13 11 _ 5,727 013 12 4,418 0.10 13 4,348 0.09 < 14 4,345 0.09 15 4,343 0.09 Z 16 4 340 0.09 "- 17 4,338 0.09 18 4,336 0.09 w 19 6,439 014 20 4,428 010 21 4,393 010 22 4,393 0.10 23 _ 4,393 0.10 24 5,382 0.12 25 _ 5,021 0.11 26 5,678 0.13 27 3,452 007 28 4,207 0.09 29 4, 207 009 30 4,207 0.09 31 4,207 009 _ _ 4,207 0.09 _311' SEC, -C" 106 _ 6,626 0.15 107 6,966 015 -� _ 108 I r 109 _ 6,016 9,241 _ 013 0 4 f r- 110 9,607 0 22 ("urve Table Lot Sizes LOT NO SQUARE FEET ACREAGE 111 9,341 0,21 - 112 - - 7,418 i 0 17 113 6,430 0.14 114 -- 7,567 0,17 115 7,066 016 116 5,266 012 117 6,477 0.14 118 4,551 0.10 119 5,796 013 _ 120 5,972 0.13 121 6,098 0.14 122 _ 6,233 0.14 123 _ 5,781 0.13 124 6,605 015 125 6,293 0.14 0 126 5,465 0.12 - 127 5,644 0.12 _ 128 5,079 0.11 W 129 5.396 0.12 130 4,670 0.10 131 6,248 0.14 132 5,904 013 133 7.279 0.16 134 8,673 0.20 135 6,206 0.14 136 4,970 0.11 137 5,373 0-12 138 _ 7,690 0.18 139 _ 6,013 0 14 _ 140 5,547 0.13 141 5,761 0.13 142 4,639 0.11 143 4,453 0.10 _ 144 5,895 _ 0,14 145 6,901 0.16 - 146 -- -- 7,694 018 147 _ 7,939 018 CURVE -RADIUS LENGIii TANGENT CNORO BEARINi-DELTA _ A 190 00' 106 09' 54 47' 104 71' N 66'52'23" W 31*59'27' _ B C _ 110.00 200,00' 206.40' 93.37' 150.04' 4- 7 55 -_ 177.43' 92.52 ---5 N 84-3717* E 28'15'04" E 107'30'255" 26'44'53 0 190.00' 371.54' _ 281.91' - 315.11' 014 6 31 W _ 112'02'29 250 00 -- 149 57' 77 10' _ 147 35' S 60'23'58" E 34-16'40' Line Table LINE BEARING do DISTANCE 1 S31'17*31"W - 375.25' -- 2 -_ N50'52 40"W - 225 79' 3 S30'52'04"W - 374 57' 4 N14'`2'38'W - 196 80' 5 S8217'15"W - 171.37' ( N77'32'18'W - 174 49' 71 N4315'37"W - 97.13' J LOT NO SQUARE FEET ACREAGE 148 8,149 018 149 4,800 0.11 _ 150 _4,800 Oil 151 4,800 0.11 152 4,800 0.11 153 4,800 _ 011 154 4,800 0.11 155 4,800 0.11 156 7,763 017 157 4,391 0 10 158 4,800 0.11 159 4,747 010 160 5,506 0.12 161 8,861 0.20 5,965 0.13 16.3 5,234 0.12 164 4,773 070 165 4,800 0.11 w 166 _ 4,800 0.11 167 4,800 Oil 168 4,800 0.11 169 4,192 0.09 170 8,325 0.19 171 11.330 0.26 172 4,952 Oil 173 5,491 013 174 7.115 016 175 6,911 0.16 176 6,836 0.16 177 4,735 0.11 178 8,907 0.20 179 5,540 0.13 180 5,540 0.13 181 5,423 0.12 182 11,403 0.26 N/F ?� DEVELOPMENT CO OF AMERICA ZONED 62 USE COMMERCIAL r7� f lei ,per I 5 / x� 179 r �� 182 178177 / / \ A. ,\\ x 172 \I 120 \ Q'� \ 173I \ 175 \ 174 \ 121 ^� / e';p \ \ I122��- �g�l, G� 119 / I 117 116 _ - f 115 \ elder Esn-'t 152 17 20 , i l / 21 I \ 150 - \ Y 22 149 C �� 132 I i 1 31 I 23 � .� 2 ?30 / 3 29 \ 24 /\ 147 28 18 27 \ 25 I I 17 `'` � 26 \ 146 I 16 \ �,►� r ' 1}` 6 145 14 7 13 r I \ \ 12 I \ 91 S$ 10 � S-D 6� "0h ZONED. RA USE. RESIDENTIAL 0, \ IRIK Right -.of -Way Typical Driveway Layout Scale: 1 "= 20' egency Lakes Estates Section "C" Horizontal Stakeout Plan FREDERICK COUNTY, VIRGINIA DES. C.EM JOB NO. 3048TOPO.DWG SHEET N0. 3______ OF 8 SHEETS DRWN. C A.J. DATE OC'TOBER 28, 1993 APP. C E M. SCALE: 1 "=60' Gilbert W. Clifford and Associates, Inc. Engineers tAind Planners Surveyors 150-C 01de Greenwich Dr 200 North Cameron St Fredericksburg, Virginia 22401 Winchester, Virginia 22601 ,703) 898-2115 .1 �, (703) 667-2139 REVISIONS. no. date description -_by ekd. 1 2 16 94 Revised per Office Comments. ca' SWM 2 24 94 Revised per FCSA comments. _-� - - `- - !- ca SWM 3 3 25 94 Revised per comments. caj SWM 4 4 6 94 Revised per comments. cc SWM 5 5 27 94 Revised per comments. Cal ' MAYI 6/16/94 Revised per comments. cal SMMI per MA I UMLINt d Stt St1tt I JA Ut b r�a �i 13/163/6 - - -- -- ---- -- ---- — Y, -------------------- 11 1 SW #1141130 \\ 61 Section �. SW D #100/Sw C10 /165 � D #1p8��166 N, Wtyi1e 1) 0 \. I \ / 16 7 SW 1 #121 8 \ I #101 /13 -- --- \ 6' — _ 3 /16 �w / a g \ 39 / o ID o 16 ---- .-_---- Q;a� 14° Secflon \ 0 C3 G2 Nv \ ow,e / \ V no, S sI,1,1� FS '��BOcti N c=\ -P \ \ \ ----- --- - - - - a \ -P' / N /F DEVELOPMENT CO. OF AMERICA ZONED: B2 \ g o USE: COMMERCIAL Street Address Number/Lot Designation Number Regency Lakes Estates --- - -- _ Section C' o° Zoning & Unit Placement Plan C, (Match Sheet /h N/F FREDERICK COUNTY, �= VIRGINIA a -- /O S-D _DES. C.E.M. JOB NO. 3048HC.DWG 3B ----_ - -- --- h DRYVN. C.A.J. DATE OCTOBER 28, 1993 SHEET N0. ^� ZONED: RA __—_____ 1"=30' OF -- 8 ----SHEETS C.E.M. SCALE: USE: RESIDENTIAL APP. — — — _-- \ Gilbert W. Clifford and Associates, Inc. Sneneers Land Planners Snrveyore -- 150-C Mole Greenwich Dr. 200 North Cameron St. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (703) 898-2115 (703) 667-2139 --------- --- REVISIONS - — oA9�9BFo� \� ------------- no. date ____ description __ bv ckd. o O �\ O v o 6ro6 \ / 8 — _ i Phase Line- V V �. s 1 I / 6i 1 j r Proposed 15' Drainage Easement /_ — �,� 141, _ � I As - 1 /� \ / ell, loe is I �! d 600 Lo 00 do, 01 CE vvv�00 i I� ,/ ♦v°� // �� —678 / / / / l 1p 676 Fxisting Grade Contour t Mome - Ih� V / I �` / v { v v Ld�d "� I 1 I rO r� -// \\ / L \ \ \ Proposed Grade Contour 672 —� DA�D--" / / l � i/ // � .� o , \ \ � �\\ � Proposed Drainage Easement -- --- --_- -- - - Proposedl*'Drainage Easement- \ �1 % �� \ / % Z / l ' i/ - ` / j \ \ \ Propsosed Sanitary Sewer Easement 100, 05 �\ yT�g- — E \ = /� / , ♦ •_• r Drainage Areo Construction Entrance S11t Fence �• •— V l Straw Bale Barr/er 01! ? - -�' ?\D Inlet Protection � �� A\ j F7 �\ / �� Glut/et Protect/on / \ l / ��I 1 Rock F711 Check Oam -�--- \ I /, _ ,�- Regency Lak Sectior 1YI-1 Gradir 5�.�. ' ► \\� ; ` - / , Erosion & Sedimei FR_EDERICK COUNTY, DES_C.E.M. JOB NO. 302 / \ DRWN. C.A.J. DATE OCTOBI s ,� \ / \ N� 8 \� \ \ K APP. C.E.M. SCALE: ��= 1 DEVELOPMENT CO. AMERICA \e " r �_ _ ZONED:82 / o ,-- �� .. �.• Gilbert W. Clifford a 1 USE. COMMERCIAL / i 00 — / �\ I �� Engineers Land Pli 150-C Olde Greenwich Dr, Fredericksburg, Virginia 22401 / C, j / �s\ / (703) 898-2115 1 ♦ _ _ - _ ' ' f,� 7�s 1 i — — — -- - REVS; �� h ��' s� �� ! •� I no. date descr / N/F iI -' 1 10 29 93 Revised per Office Comments. \ .0100 ' ZONED: RA 06 � 2 2 16 94 Revised per Office Comments. -- �. �� / USE. RESIDENTIAL 6 \ _ _ 3 2 24 94 Revised per FCSA comments. 00i� ' \,i---- — -- 4 5 24 94 Revised per comments 6 6 16 94 Revised per comments 9 13 94 Revised comments R/W C/L R/W 1 10, 30' 30' 10' 1 SLOPE & SLOPE & i DRAINAGE 4 ' 6 ' g DRAINAGE ESM'T 11: 11' ESM'T i MIN (CUT) FILL) i 1 1/2" SM-2A i Y BM-2 _ i I i EX. GRADE 3 :1 1 6 . , J ,� _ �� 3 :1 WELL COMPACTED 8"-21.6 AGGR. BASE U i / SUB BASE Private street connection with a 20' width 50' " � i radii, 8" Type 21-B Base Aggregate .a d 2" Type a' .50f GAS /EA EMEN I TYPICAL ROAD SECTION SM-2A Asphalt Not to Scale p �4 +� + +49.5 \ 20+ 1.6 6P• 10' DRAINAGE EAWMENT P.C.C. ; �. �.. ` \,, _.'fir - ��_, o L) �, ES-1 REQ'D. � 21+b8.07 '� t�''., � + �, 1 TD C -� 22+33.51 - STD VDOT STOP SIGN S-1 REV a ---- 21 \ 29 RE U ED -7 , 1 N29G \ ,`-. r` ` o EC-'1 'S-1 REQ' 70 1 ' — 1 F 3 o —; ;,w TD CD-2 4 - - 420.2 1 YULVERT #1 , t — i 23 25 1" z6 27 9 670,11,11, EC- E �z 1 EQ'D. �- P GRADE SAG TSTOP SI �.. 4 3+93.20 TO DRAIN fo D a `.,. �74 P T __...... CULVERT " �.• 4 GE EASEMENT J, , 1 Private street connection with a 20' width 50' radii, 8" Type 21-B Base Aggregate and 2" Type SM-2A Asphalt W CURVE TABLE NO. A RADIUS ARC TAN. CHORD CH.BEARING 1 1 0058'44" 250.00' 47.90' 24.03' 47.83' N51 `23'15"W 2 27010'05" 250.00' 118.54' 60.41' 117.44' N43017'34"W 3 28°47'41 " 31 7.75' 159.69' 81 .57' 1 58.02' N44006'22"W 4 21 °38'01 " 483.59' 1 82.59' 92.40 1 81 .51' N47041 *1 2"W 5 36044'26" 300.00' 192.37' 99.62' 189.09' N55014'25"W 6 73`36'38" 300.00' 385.42' 224.47' 359.46' IN36048'19"W W O ► U i a < M p y w :) -1 W itR U) a a t � Y 0 m w 0 0 0 -67g " — — 674 1� 50' GAS EASEMENT W 7 1 +88.37 67a 6 w 6 32 x 31 32+96.85 -P.C. " r r i i 1/Z/93 Hevised per Engineer's comments ELC El 0 , 6e5 _. i 6_WA TER v I 665 ,S -�- - -- .-. --- ---- r ---- - :p� I O C) 0. of 1 DAYVM ELrLNV + - 66o 0+00 1 +00 HIGH POINT ELEV = 1676 �- 200.00' VC LOW POINT ELEV = 674 . - ---- --- -- - - HIGH POINT STA = 14+-17.68 I � HIGH POINT ELEV = 681 PVI STA = 13+92.6i8 LOW POINT STA = 12+84.99 673 HIGH POINT STA =- 9+15.37 PVI STA = 12t PO ELEV = 677 LOW POINT ELEV = LOW POINT STA = 267J P✓l STA 9+.34.29 PN ELEV = 674 A.D. _ -4.00 P14 ELEV - 682 A.O. = 5.20 K = 25.00 PO STA = 3+00 N A.D. 23 PO ELEV = 672 K = 19. rti K = 54.05 N I ---- 100.00' VC A.D. = 2.50 m+ r _- 100.00' VC K=80.00 otD go oo 29Pf10=YC - - --... > t._ _ ._ . __ _-._._.._ .__ .. - - - - - -- -- --- - _. _... --- -- --- ----- - --- --- ._ - .---- -- --------- - 685 - -- -- - - - -- --- - - - P1 m N wto m Ca 0 4 Q, - - — . 680 oi - __ ._ - -� 9--grade_ _ j ! ; l_�--"-'""-- jl�� ' i �. _. _ `_ _ _ - - -- — - • --- ---- - ._ _ _ I • BWATER MAIN MAIry O s c ' f 0 18" Min. clearance rey d. �31 18' Min clearance req'd. 18',Min. clearance req'd. j f. V 0 � O O S I J . x I.0.Io V° `' o n j' n� �, ro t0 tb( c0 3' �O[on u�� is �I,ti 4, �,o o o ^II tr o $ no' 00� I Or 'Oj I r �to , O ryI ��• to +. 1 N � � •t' •r � � -t [ Ian � , .0 I r r �. I 2+00 3+00 4 � 00 nr 6 r cf-' ' I' +00 12+00 13+00 14+00 15+00 Gregory Place HIGH POINT S FA ---0+02, 42 P'A S FA - 0+22.58 50.00' VC acts • 1 - I fto HIGH POINT STA = 2+80.24 OW POIP4T E:i_EV = 6. 0.39 ' �' c, P'✓I STA = 2+85 ji i ;_ONPOINT STA = 2+00.99 f'�n STA = 1 +84. ; 0 PVT ELEV = 669.70 50.00' VC rn L P"1 %._EV == 699.48 � - — - -. - - - TI --- -- r 7 -- - -- T b T o o b° f N o 00 j ro� o O O) rn o o'D ao to co .[p a m l [o Z I Z;�p a to C) 1. �61 z z ._._ ' '- Z �Z.. Ili 670 _ _._. _. _— __.... _ ._ _.__ ___.. _ __- �. __. _- __.{_.-._._--. -_ .._ __.__.__-.-. +ml ____ __ _ _ -. 6i O - �\ ''\ ._. t -... _ __ :O rJ..D 675 $. i 9rad w tp , C _ w� ' u Pro ose G ��i �\ a-' j - __�� Zo 665 e IS -- - - 670 R♦ `` 6,0 \ ' m CO 4' 0,_ •PVC ®0. 0% CO 660 0,59,&.; ,I 665 1 18 Min. 4earance req d. - - " 665 :7 O�Lr) o' U o N �iJui C/) WI? d Qt R t c� [0 00 . V O U I f b.Y b c�lci m oCO DATUM ELEV �_to m 0o N - .; o0 660 665.00 n o lyJ IC) v NI n i o r CD ZO _ e c �I DATUM ELEV t * N v Doi [v 0+00 _-- 1+00 2+00 3+00 4-00 6.55 - -- c,! D W U i - of I C> ct Lisa's Drive 0+00 1400 2+00 Fo wl er Drive Wes t HIGH POl.NT ELEV :== 670 HIGH P0114T STA 0+22.'2. PV STA=0+25 - -.4PV" E! EV-6"i1.20f..-- 50.00' 'vC UI ;U lit vi j Q i I r !-Prop. Grade r) 6'0 6 70 6K, 1P"; Af !N.V 32 660.00 r� 665 i V .a . o a0 kx w m c > � N � o 1 +00 Fowler Drive East LOW POINT ELEV = 680 LOW POINT STA = 0+00 PVl STA = 0+25 ,1 PW ELEV = 680 50.00' VC Tl o 8 685 m 680 0. 675 0 C� fpU O DATUM ELEV *26 0+00 1 +00 2+00 3+00 Dwayne Place 685 680 675 evised per comrments. Revised per cornments. 7 6/17/94 Revised per cornments. 8 7/ 8/ 9 4 Revised per FCSA comments. a sw�i caj SWM caj SWM caj SWM 12" 685 — -- + + r~, o o i l n F� � N 680^ —fi_ — ---- — ----- — -- ---- -- — -- --- — — — I — ¢� �-- —_ --- --- --- ; toD� I I N I z :Zl Wto cj I Zi N II to EL�2Z NN > to i --- — ----- — 4 -- - - -- - �_ - 675 � colll O �_ �?O - I I � DATUM ELEV � s60. 00 I i I i I 1 0+ 00 685 680 l0 W w 04 675 u-) W 670 665 DATUM ELEV 660.00 0+ 00 O 0 0i to l0 LLJ I 0 670 665 660 I DATUM ELEV 655, 00 i I 0+00 I 1+00 1 +00 I 2+00 2+00 i I I l 1 +00 2+00 L I N E " D" C O N T I N U E D 3+00 4+00 L i N E Re A" 3+00 4+00 L I N E B" 670 665 660 61 + r\ ti -� + i co I I I I ' 5+00 6+00 7+00 5+00 'd- + L0 8+00 O 0) + ti r-,o H7 III d a0 Cm n >:I. I. 685 680 675 670 665 N ca -IL rntDdoo ca Q �W� 10 ----,685 J z CL W O O Q�z i ----- - 680 FCSA APPROVED HYDRANT - 670 7 cu. n min. e5 Stone ---665 1a �. HALF PLAN TYPE 8 TREATMENT L Rip fate filler ciceh eeeag SECTION A -A PLAN Direction of Sot" to be approved Prior to Iststallation VARES AS REo'D 36- MAX. Pad V-6' sq. / �sq. x 6' to the MaY) Form Board as Req'd Note: All thread rod to be stainless PROFILE steel or tar coaled Carefully Compacted Select O.D. Backfill 8" 8" Carefully Compacted Select Backfill 24' O.D. 8.. 8" —� 4., 24.. r `. 4.. 6" O.D. STONE AGGREGATE �� CONCRETE .' CLASS -B" 6" STONE AGGREGATE TRENCH & BEDDING DETAIL CONCRETE ARCH W&S— i ( NOT TO SCALE ) VENT REO'D WHERE SPEC 6[D ON WATERTIGHT MANHOLES • -TOP OF MANHOLE AT GRADE N PAVEMENT AREAS UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET I e" MN ABOVE GRADE N EASEMENT AREAS • CONTRACTOR TO GROUT MANHOLE DUCTILE IRON, M.J., '! N PLACE. VENT PIPE .: , i r,. .r 4 BOLTS 1. Z O I ADJUSTMENT RINGS 12 ' MAX CAST IRON MANHOLE 30" MIN ;• STEPS WITH ONE COAT OF ASPHALT PANT,0AE — . MAX SET UC61ITRIC CONE Com k DIRECTLY r • OPPOSR[ TiE DOWN- - • STREAM SEVER/ CONCRETE ASTM • C-1 50 12" OR 16' (top) •� /// 4000 PSI .. f : •e • T P IONEER 301 a MASTIC APPLIED p' ON EXTERIOR JOINTS ARE TO BE SEALED • t SDI Or JOINT FIRE HYDRANT ASSEMBLY DETAIL WITH "0"RIN0GASKET W - S - VARIABLE 09TAIL 2 HALF PLAN TYPE A TREATMENT .t . HALF PLAN TYPE 8 TREATMENT DETAIL 3 `0 HALF PLAN TYPE A TREATMENT �� ar jPLA11 H TYPE 8 TREATMENT _ 4'0" ; 'r _- ID F . PPE TO MANHOLE CONNCTKN TO K •, . R O-R/Q EL TO PROVIDE A NVERT CHANNELTYPE, YPEOAE SMOOTH Tit ANSRION N TOOl/T, • FOR ALL CONNECTIONS ._ V0 MAX GROUT BOTTOM OF MANHOLE •d ' d TOP OF TO FORM CHANNEL ~ /2 YERCH- �'� t.. :+,{I. a : e l47-6r,,•�.. WALL 1104 ELEV or I . AS TOP OF ►Pf EC �• a .. B , 6 'STONE AGGREGATE BEDDW0 068 STONE-, MW I NOTES 1 Precast Manhole than conform to ASTM Designation C479 S.. From to be reliad to tnaldwlo. "'• 2 Omitted 6.. Concrete dprtd Pad to be pipped arwnd 3 Manhole seclions to receive, an external coat" rig of I mlydne4ef IeeetN to deuld•►s of roads approved bNumastiu paint prior to instalLetten. F 4 flat top cast" may be used on shallow manhole installatteM. o - J 1 i 1992 it Is. rap . ••. Flnu Celn peoone SECTION A -A r le•Ailn gene SECTION A -A • 0 reore\{n1\ {ton for ea{ C~1 w.riaNalHnd M r DNimue, far rewre aria,rife tw Flyf Men ene N• M.pnl NOTES Fw .Wh111e M1n\ In McNe HIM\ D.r.end a,\ I{ go... In\ a. PI•i1,M WI\.N Ihr in {nn\I .,it. Net a. -, :\{MMrn need) ,n\I ehe1�M r\ew,Ini •reMM reMrM Ir\e1mM..P\r♦ nP i aMeall Y PNiP{IWI 1\ \F{Lit ila an e1M\,end{1r,rt Nan 1\ to" M bee M/an<\ -In 2. aN.\ ti Type Ara Naa--I Ie •a 4{ 0e0401" an Ih{ Mani \\ TTOe 6 © The roe 6- of !he "and Nall a\ vov,go .n oCc*,0ancr ..Ih \K gbh / 4.4 09, Icepf nal me "-w o{lor Ine lop 6-m0\ oo eno•ss .gym Ime �.wlerlo Rip Rate ilee, 001" Bow" to a rerauod urea. ou a,ot,00 covcf cone m occorooae na Will I{Nci flcohon, HALF PLAN I HALF PLAN FtOar Co" TYPE A TYPE 8 6aedng SECTION 8-8 4, UN TYPKd SKllan "" on plans b, na,mel 1,44 Foot, bottom .Idlh, ISM few Of cndnnH, dncn of nalwo, t,ovnd. REFERENCE I — SPECIFICATION STONE FOR EROSION CONTROL 205 VIRGINIA DESMRTMENT 303 258 418 . TRANSPORTATInN I t 4 nl OI-I Steps ore to be prrovided when H 4 4'-Cl any greater 4,-2• NOTES For details see Sit'd. ST-I. _ 6+00 -- 7+00 8+00 r 7 -aw iIF 3'Db. weep nil• Maximum depth (H) IOgreater t'. For grr•r depth u .___.--__. Standard DI -IA CONSTRUCTION OF A SILT FEN(.'F,' i _-- �$�ff� �„� • Irmin. When saclfi.danplan, the Invert niobeshaped (WITHOUT WIRE. SUPPORT) N — n accordance with Standard Plan IS The cost or A H r 4• WOM Aggx furnishing and placing al materials incidental to ee ~ A A e s . 1 •68,4178, of shop is to be included m the prlcie bd to, the drop IY IY15•- 0 of 24- » 8s6•wMe+ m41 comWtla 1 SF,'r THE: STAKES. 2 EXCAVATE A 4"X a TRENCH I` J}, UPSLOPE ALONG THE: LINE OF I eN iN T4 in r • This item may be Drecast 0, cosi m place i STAKES. -- L 16 41tZ11111iAIi cosi m pldca concrato rope Class A3 For pr•casi 6'MAX I L_ ; .• See Sh••f 103.03 o+ / O• - The ''H"dimension shown on fur Standards and specific on the phis will be measured from the ovof?he o, SECTION A -A foll ape to the by of the structure Plan"ert H- dimmslons 9} 2'-7" 9�' or• approximate only for estimating purposes and the j ..--4'-2' actual dimeMmol l ll be determined by the Controcic from field conditions PLAN 4 4 x B•Smoahh DoMeIM 6 opproA 12" ape is Ng,r than h ihe event ltte itserl of Ih OutA)s (Grate Removed) C C to be placed in all areas adjacent CONCRETE QUANTITIES FOR MIN. DEPTH the bottom Of the struClwe,It* i+.rrt of the stnsnn *Weep hole with 12"s 12" plastic hardware to obuttinp Concrete to Iprwont 12-conc.apef- 144OCu Ydi Concrete /MI be shaPed with cement morta to prevent s1V,dlq / / Clath 1/4' moon or golvaizod steel wire, settlement 15'Conc.ppe- 1520 Cu.Yds Concrete or bonding r in ircithe structure. The cat for FLOW' r --� - minimum wire did. 0.03 inch, number 4 In heu of dowel• a 2'1t4"inoleh may be 18" Cont. pep•- I.620 Cu Yds. CoricreN Frri ehOpng SWI be rickuded in Me price aid for moth hardware cloth anchored firmly to prpvi0ed.SteSladord T-DI.3,4 24•cdnc.ove- L817 Cu.Yds. Concroe Re structure. III Ip outside of struchre. alternate design Add 0.469 Cu.Yds. vet addilional foot of dephh -- jSECTION STEEL-+-- SECTION CAST IRON 1 4 2-6'__.•..I :.�, NOTES L2#a2f. r-3� 3 STAPLE FILTER MATERIAL. 4 BACKFiLL AND COMPACT b-4-long Lugs to be � TO STAKES AND EXTEND THE EXCAVATED S011. One waded ir Cost with cold, IT INTO THE: TRENCH. win fk C D C Any allitmote methods of onchoroge, met ling the opprovof of the Engine*,, J {� may be substituted far the cost iron Weld ^ OptionalD D D D N lugs a shown Mason. al Ia.diba 662J lbs. Brace Ribs L l can R•Ciprs hCladirig IncfuOrg /V L �i � r:.e•t �� to calla connectors lugs I - D�D�0000000o D STEEL CAST IRON •� ,1 x 4 Stud tors connoc r FLOWIMF IITT T � SHEET FLOW INSTALLATION 1 SECTION C-C (PERSPECTIVE VIEW) 2} SECTION B-8 DIMENSIONS FAIR APPROXIMATE WEIGHT Cast Iron F OII r-�I CAST IRON ONLY Grate 363 t I81bs A---.-__1..J�� A DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLET REFERENCE 12 —24 PIPE MAXIMUM DEPTH M-10 233 _ VIRGINIA DEPARTMENT 302 POINTS A SHOULD BE HWHER THAN POINT H 104.01 TRANSPORTATION DRAINAGEWAY INSTALI.ATiON (FRONT ELEVATION) Source: Adapted from installjQ _yLStraw and Fabric Fetter tl�I�_[4I _kdj9 ax C&Lnjuj, Sherwood and Wyant Plate 3.05-2 3.18 PIPE OUTLET CO3NDI770NSr A 4 YIPS OUTLET TO FIAT AREA WITH NO DEFINED PLAN VIEW CHANNEL d SECTION A --A FILTER r-LDTR (- KEY IN or -E. RBCDMMENDBD FOR ENTIRE PERIMETER A -—- — A 3do (MiN ) do ----- PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW I 0 2% _ - • __� d SECTION A -A r _fi--. FILTER Cj"M KEY IN 6"-p- RECOMMENDED FOR ENTIRE PERIMETER NOTES 1 APRON IJNING MAY BE RIPRAP GROUTED RIPHAP. C,ABION i BASKET, OR CONCRETE 2 LA iS THE LENGTH OF THE RIPRAP APRON AS CAL('ULATEI) USING PLATES 3 18-3 AND 3 18- 4 3 d . 1 5 TIMES THE MAXIMUM STONE: DIAMETER BIIT NOT LESS THAN 6 INCHES - Source: Va. DSWC' Plate 3.18-1 Ili - 157 Revised per Comment S 6/17/94 Revised er cormments. A 7/R/Qd Revised oer F A Comm 5WM SWIIA METER BOX HARDWARE > 0 > + _C3 0 _j < L-- 31 ��' ? I Ti 0 V) LC) 01 4 (D 1 C, CY U ic LLJ o - 0 _j Q0 Q) C-) Lf) II 0 P6 C) C 1.0 680 to Lli _T (o r-r-) - CC) 0 > (10 Li zitz QD CD jF :CD (n C/)Ly- F Pro posed grade ,4 Existing grade L ILI LIJ _j Z F5 665 675 U) I ly_ Uj U) ri_ Proposed grade f-xtstirg grade 0 21 6 0'- 2 7'r r C;) rcp 56 t, 98124" 4 . 1-12% CP 66C SEE NOTE 3 2 OF 8 67 0 1 0 _----00NCRFTF. G. . 81: 'C _j/0 r(-�p P # Cyr # rcn !,r) (SHEET I I CAP a C� 0 ID' 0 CONCRE 0 CAP :3 665 > C: V) > C CC) Li.J 00, (X) U) CY) 0+ 0, f) co 0 0 CD 0 0 _D + + + + X M DATUV NXV 17 DATUM AZEV C) I -D, C'j + I") fl-) L.Li C 860.00 660.00 if), in -t-; _4_ �D (0 i 10 QZI 10 0+00 1+00 D+00 1+00 2+00 3 a oo 4+00 67, 665 Culvert No. t CDI 00 660 E C; 0 DATUM ELEV c 655.00 - [ - Q) 0 /Proposed grade grade e E Co 0 0 cD II + + L 0+00 1+00 Culvert No. 7 ►� t.o'Il:lE'tiTer�roflle Ui U (D 0 c) 680 6,75 V) :V) Jx,sting grade LLJ !Proposed grade j 111ropqs�d grade 675 /Fxilstlng grade 1_0 rcp 0 iConcrete Gap 6 65 670 > 00 V) �o, 0 u) 0- (N ++! + 0 PAT1,31 KXVC DATUM KLEV o olo V) 660.00 C 665.00 0 C 1+00 0+00 !too Culvert T ,,w. 8 C u.Ivert L1\1_o. 9 6 0 665 Proposed grade grade 6" RCP D% 660 0 I Q C C, +OI 001 LO! DATUV FLFV + 650.00 to' (D Ci, -f 0+00 1 +30 Cur�.verlt No. 6 --ITRVTCE P IP ING METER SIZE YOKE METER BOX METER BOX COVER DIA,-94 DIA -IN FORD NON -TRAFFIC FCRD C32 3/4 15 GPM Y502 18 in. TRAFFIC FORD C32H FORD FORD NO. 30 MONITOR *2 1 15 GPM Y504 24 i n. COVER W/ Rf-t-1 2 TOP LID FORD FORD NO � 30 MONITOR 42 25 GPM Y504 24 in. COVER W1 RM-12 TOP LID FORD FORD NO 30 MONITOR e2 40 GPM Y504 COVER W / RML- 12 TOP LID I IN NONTRAFFIC AREAS - 1/2" THICK POLYETH ELENE PLASTIC IN TRAFFIC AREAS - REINFORCED CONCRETE WITH 3- THICK WALLS *2 IN TRAFFIC AREAS - 3/4" x 30' x 30-STEEL PLATE WITH 22' DIA. CENTERED OPENING AND TAR COATED BOTH SIDES IS TO BE PLACED BETWEEN _!D & REINFORCED CONCRETE ROY TREATED 2" X 4' WITH TOP 6" PAINTED BLUE METER COVER SET 2" ABOVE VARIES AS REQUIRED (FIN. GRADE PRIOR TO SODDING 3" STONE BEDDING SURROUNDING BOX CORPOR A T ION S T OP I � Z 36" MIN 8" MIN 6" STONE BEDDING-' NOTE. EXACT LOCATION OF METER BOX ASSEMBLY TO BE APPROVED PRIOR TO INSTALLATION, METER SETTING PARTS METER BY F C.S A -METER BOX 30'' DEEP ANGLE CHECK VALV WITH DRAIN VALVE NG E YOKE AL,1E % CR IMPE '11N 6 TYPE K "COPPER TUBING CONTINUOUS WITHOUT JOINTS FROM MAIN TO METER LINE ANGLE ANGLE CHECK EXP AN5I ION S IZE YOKE YOKZ VALVE VALVE 1WHEE4 3/4 Y502 AY54-323W HHA94-323dD EC-23 I Y504 HHA91-344 AV94-44411 vrrm C04-44 Regency Lakes Section C DA Area(ac) C CA T(c)min i(2)in/hr i(IO)in/br 0(2)cts 0(1 O)cfs A 5.29 0.55 2.91 10 41 5.5 11.94 16.02 B 2.65 0.55 1.46 8 46 6.0 6.71 8.76 C 1.46 0.60 0,88 7 48 6.2 410 543 D 1.43 0.60 0.86 6 51 6.5 4.39 5,60 E 4.35 0.50 2.17 5 53 6.8 11.52 14.78 F 1,39 0.60 0.84 a 4,6 6.0 3.85 5.02 G 1 31 0.55 0 72 6 5 1 6 5 368 4.69 060 -3/4- &-I'-WATER CONNECTION DETAIL W-6 n(RCP)= 0 013 Culvert Inv. In Inv Out L (ft) D(in.) S(%) 0(des)cfs q(10)cts W O)fPS From Type Cap.Chk 1 661.47 660-80 60.0 27 1,12 previously approved rcp 2 668.25 667.75 70.0 30 0.71 34.74 34.56 7.08 Sir. 2 rcp o.k. 3 669..00 668.35 110.0 30 0.59 31.59 25-80 644 Sir 3 rcp o. k. 4 670-25 669.50 880 24 0.85 20.93 20.38 6.66 Sir 4 rcp o k. 5 672-25 670.50 112.0 21 1.56 19.84 14,78 8.25 Sir. 5 rcp o. k. 6 663.00 661.50 70.0' 36" 085 5.96 5.02 4.85 Sir. 6 rcp o. k. 7 668..00 667.60 40.0' 18 1.06 10.82 8.77 6.11 ' ' Sir. 7 rcp o. k. 8 673.10 672.70 40.0' 15 1.45 7.80 408 6.36 Sir. 8 rcp o. k. 9 667.07 665.07 65.0 27 1 54 previously approved rc-p Sir. No. From Q(l O)cf s Inv. In Inv. Out Top Elv. Type Sx(tt/ft) 0(2)cfs Hw/d Spread(ft) Hw EIv 1 - 661.47 ES-1 previously approved d 2 B 8.76 668.35 668.25 671.50 DI-7 0.0125 6.71 0.30 14.42 671.80 3.25 3 C 5,43 669.50 669.00 672.25 01-7 0.0106 4.20 0.22 10.58 672.47 3.25 4 D 5.60 670.50 670.25 673.25 DI-7 0.0100 4.39 0.23 11.06 673.48 100 5 E 14.78 672.25 675,75 DI-7 0.0104 11.52 0.50 24.04 676.25 3 50 Hw/d F 5.02 661.50 - ES-1 0.0200 3.85 1.1 68.75 662.88 7 G 8.77 666.75 ES-1 0.0139 6.86 1.1 118.80 668.40 8 H 4.08 673.75 ES-1 0.0150 3.18 0.9 75.00 674.88 9 664.15 ES-1 previously approved Previously approved indicates the Culvert is same design as approved by VDOT for Regency Lakes Drive Outlet Prot wflon Summary EC-1 Specification Culvert d(51) Apron Length 1 0.4 15.00 2 0.4 10.00 6 0.4 10.00 7 0.4 8.00 8 0.4 5.00 9 0.4 15.00 all dimensions in feet Transition to Meter Setting as Required 3/4" Type K- Copper L= The distance such that point A and B are equal elevation A SPACING BETYEEN,CHECK DAMS v D OJ No, I C.,,urs* Aggregate Flow 2, 4- RUCK FILLOUKA)AM MAU 1441 4 sceirt As Iltow 0 4 M% VOW" V b 0 T 00 Caere* 4WO"to MMS MIMI TLM lIffTeAnct all ...... -Face of Curb I 'x 3/4" Wye -1 Typo K Capper (3/4" Type K. Copper for Single Meter Installation Curb & Gutter 'jypical Dual Meter Installation (Plan View) Not to Scale I Excervate, the Tramb 'r. Piece ofw State Strew 04101 4' FLOW VOTH 3. Wedge Loose Strew Setwoes Betas 4, (lockrill arA C4rnW the Exceivitied soil. CONSTRUCTION Of A STRAW BALE BARRIER A A 8 Points A 3h*ui4 be Mqher then Point 8 P DALE BARRIER IN DR _ AI4KEAY W