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Home My WebLink About22-10 Oak Hill Prop. & Blue Ridge - Mobile Home Community - Red Bud - Backfile (2)"U"44 G4 In L L E Lr, CONSTRUCTION NOTES %SEA GENERAL X1 1. The contractor shall furnish all materials, labor and equipment and perform all work aim D id 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 11, 11 A 11 Standards and Construction Specifications of The Virginia Department of Transportation, arri 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 LD ........... LJ contractor shall notify all utility companies 72 hours prior to construction. Call "Miss hD AL Utility' 1-800-552-7001. 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. AA Gq aq ow 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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed SITIE P L N offsite is the Contractor's responsibility. FREDREICK COUNTY SANITATION AUTHORITY Frederick County, Vi-.r)or*n' 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. Ini ia 2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. Red Bud Magisterial District 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. rainia 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: Frederick Co un ty, Vi- a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit TMP 55-A-103 & TMP 55-A-174C 2. mark the top location 3. coordinate installation with the engineering assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. Zoned: MH1 8. The Autho6ty's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor�s responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. . . . . . . . ...... b. An Application for Service must be made and fees paid before work will begin. c. The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the top and bring the piping to the SHEET INDEX property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. I COVER SHEET 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 2 OVERALL PLAN 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have J SITE PLAN a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio - / I 4 WATER AND SEWER DE7A L S read remotes are required. . . . . . . . . . . . . review the mechanical plan(s) for design and material approval of: 12. FCSA to 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and G copy Vicinity Map RESPONSIBLE [AND DISTURBER: of the station's DEQ approved O&M manual. These documents must be received before substantial completion Scale 1`_ 20W' is issued and water meters released. NAME: Ron Mislowsky- EROSION CONTROL CERTIFICATION #: PE-020674 : : 4.: 1 A,4,* 4. W C: k. erhafi"ho nn nn-slte DATE: I . Mor Lo n tia ng any an a U1 "y U1, V %..Y, TV V pre -construction meeting with public works staff to discuss the approved erosion and sediment THE RESPONSIBLE LAND DISTURBER control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. IS THAT PARTY RESPONSIBLE FOR 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment CARRYING OUT THE LAND DISTURBING control measures have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. ACTIVITY AS SET FORTH IN THE PLANS. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormw,ater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of the subdivision which contains the following items: stormwoter LOCAL UTIUTIES conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter WATER AND SANITARY SEWER USAGE from the engineer -of -record shall be included with the as -built which states that the Frederick County Sanitation Authority subdivision has been constructed in accordance with the approved plan. P.O. Box 1877 WATER DEMAND: 235 GPD PER EACH CONNECTION = 1410 GPD TOTAL c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the Winchester, Virginia 22604 4. building permit application for each lot proposed for construction. Temporary and permanent erosion control structures and methods to be in accordance with the (540) 868-1061 P.O.C. John Whitacre October 6, 2010 SEWER DEMAND: 235 GPD PER EACH CONNECTION = 1410 GPD TOTAL Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction Rappahannock Electric Cooperative 5. period. All erosion control structures shown or as required during construction shall be continuously 137 Kelly Court Front Royal, Virginia 22630 REVISIONS 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 is to remain (540) 622-5138 P.O.C. Mark Roy NO. DATE DESCRIPTION BY CHK'D. denuded for more than 7 calendar days when construction is not in progress. 1 1119110 REVISED PER COUNTY COMMENT ND RAM WE AM APPROVAL 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the Verizon 404 Hillandale Lane DATE affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly %waER 0 topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as SITE F LAN necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Comcast Cable 195 Rainville Road Winchester, Virginia 22602 FIRE & RESCUE (888) 266-2278 1. Burning of land cleariing debris requires a permit from the Fire Marshal. Burning of Approved by Frede(ick County Zoning Administrator construction debris on site is prohibited. Washington Gas P a t t o n H a rris Rust & A s, s o c i a t e s 2. Access for emergency vehicles must be maintained at all times during construction. P.O. Box 2400 Temporary street,signs and addresses must be posted as construction begins. Parked Winchester, Virginia 22604 Engineers. Surveyors. Planners. Landscape Architects. H vehicles and staging of construction materials are prohibited within 20' of fire hydrants. (540) 869-1111 P.O.C. rim Hockman OP 1e� Fire Hydrants are not to be obstructed at any time. Site Plan Approval Valid for 5 Years From Date Shown Hence Date 117 East Piccadilly Street, Suite 200 0 A. Mislowsky &Z OWNEM"DEVELOPER + Winchester, VA 22601 0 CERTIFICATE NO. 0 020674 11 9zk. 10 BLUE RIDGE ASSOCIATES 2434 BERRYVILLE PIKE T 540.667.2139 REGISTERED PROFESSIONAL Project Number: 141au-1-3 ENGINEER WINCHESTER, VA 22603 PH # 540-665-0307 F 540.665.0493 Sheet Number 1 of 4 C) 0 1 I- 0 x C, L 111L, /-- I L 1A i 4X. 777,,-7,,7,7 55— CLARK LOY�& 'jCH ANNA MA E BE D.B. 768, G. 1 32—LOT # ADDRESS=24 V !__jaj.V I at. -I I VAT_ I I I 11! 11 F'mv �J'JK V7; f A 01 . ............... 55—A — 1741' LUE RIDG�OC) 9 A —A — 104 '9M,AND M. FUNKH U KATHY TIEF,�SEA & L THURS I D.B. 777, PG. 1882 ZONED RA �0_ I irl wOl_31www* g Owl 1,111 55—A-172 WILLIAM C. WHITMORE, JR, D.B. 746, PG. 1606 ZONED RA 1_01 55—A-171 THREE WA Y PARTNERSHIP D.B. 596, PG. 557 ZONED RA '�p 55—A — 174C BLUE RIDGE ASSOCIATES 5 — —103 BLUE RIDGE ASSOCIA7t D. B. 434, PG. 522 D.B. 690, PG. 62.63 A CRES ZONED MHI �Hl 1, ------ SS s S )TI �26 4 33 x LOT 2635 Ll r--1 55—A — 174A SHEN— VALLEY LAND HOLDINGS, LLC CIO FIRST BANK ACCOUN77NG DEP T A ZONED RP F U C" L�T 26r EJ LLJI Ej El ?(4 _j F, F- T �7 40' \N YPI SS r ss OT 225' w (-D\ �j Gj- 0 LOT 224 NEW UNITSI LU 0 J 'J, FW 21 A S /4 E SS DETENTION AREA SS J NX Q LOT 193 N UNITS 10 D x7 ss y LOT 192 '�p C3 V, SS BRL �j LOT 78 LOT 77 LOT 76 LOT 75 LOT 74 LOT 73 LOT 72 LOT 49 LOT 48 LOT 47 LOT 46 LOT 55—A-165B MATHEW CHARLES MCHALE MILL RA E ESTA ---S — SE TION 3 - D. B. 56 7, PG. 285 T.B. 694, PG. 83 MILL RACE EqrATES SECTI N 2 ZONED RA D. B. 6 1 f PG. 134 1 2 REVISED PER COUNTY COMMENT 11/9/10 ND R.A.M. 1 REMOVED ALL REFERENCES TO FUTURE UNITS 10/18/10 T.A.W. R.A.M. R.A.M.10/18/1 NO. DESCRIPTION DATE REVS'D RM'D APRV'D DATE REVISION MISLO S JR. No 20674 ei . 10 - NAL OAK HILL AND BLUE RIDGE MOBILE HOME PARKS - RESIDENTIAL DEVELOPMENT SUMMARY PARCEL TOTAL AREA NUMBER OF EXISTING DENSITY UNITS PROPOSED TOTAL INCREASE IN PROPOSED IDENTIFICATION (AC) EXISTING UNITS GROSS DENSITY ALLOWED ALLOWED NUMBEROFUNITS NUMBEROFUNITS UNITS (%) GROSS DENSITY (LOTS/AC) (LOTS / AC) OAK HILL MHP 55-A-103 21,3192 54 2.53 NOT TO EXCEED 8 UNITS PER ACRE 170 4 58 7.4 2.72 BLUE RIDGE MHP 55-A-174C 62.63 187 2.99 NOT TO EXCEED 8 UNITS PER ACRE 501 2 189 1.1 3.02 PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION SITE PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA OVERALL PLAN SCALE: 1 100' r OVERALL PLAN 55—A — 174E BLUE RIDGE ASSOCIATES D.B. 690, PC. 655 55--A — 174D`-, SHEN— VALLEY LANI HOLDINGS, LLC CIO FIRST BANK ACCOUNTING DEPT ZONED RP ALL ROADS WITHIN THE DEVILOPMENT ARE PAVED EXCEPT AS NOTED Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 1 17 East Piccadilly Street + Winchester, VA 2260 1 —5002 T 540.667.2 139 F 540.665.0493 100 50 0 100 200 IN FEET I inch = 100 ft. CO. PLAN DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6, 2010 CHECKED SCALE RAM 1 "= 100' SHEET FILE NO. 2 OF 4 14186-1 UNIT SUMMARY IN� I!J7 1, =1' 0 1 �,qD, f I I I I TING 16"1 VEi MA11Y I if 0\ f % Ar I A V W A 174- X Rim 1= 1,58�. 00 60 �A� k1H i0l I I V W 79. V X)UIT- =\,578.�O If if I/' VVA TE �EXIS TIN9 q" �A, C ..... DAV /IN, --J 61 97 B Oil,, - it / 1 1-11 , /I \ k` /'l B D 55 �7� i I I I i I _,�. 2� _7 I t k I a / / I I < LOT 266 EXI �1 TNq 4)57 4END - t I % 55F-J-2-26 4, 940w M4 Sr (4 /A �Hj + I tr. b t)/, V - . / a i 1-4 0) sTA .0 j RIM Qr07 28 (0 1 INV IN ft)95/ 1 9 IT V ;IN S qj IN V IRV U 593.95 IA, N Ni H S�4 N Ni H T,4 =;:-jj-+' iA m 16 /0 SA N W, t RI I I N "NY 11)4 - 5�25 I of �0 I IIINY UVI V/ 'N, (�E 'S I UBY I IN '5P2. LOT _�,0 55F .311- 2 1 V Jf #i bb 4P 1 0 V, X SAN tM 8, DROP/MH S�TA 0+.64.121 N. 17 K46 !NV'1�4`, 590.461 t I IN' V, uyj T 58 6 51 8 FU; EXI�TING� 6 1,4 ILP1_ 'N. �Xl� TING k,5 �END\ N. \w' I 2 1 �5 IPY i > N, 4 N, I IN 4- LOT 225 IN, AN MH 15, DR`QP'-MH N. 41 55F-3-2-225 TA 111+29.41 it irum 592.28 �NV IN = 583.10 TIN 7 .4 ---------- ---------- 9 0 __j I 'N. IN E 1b,% 7 r I YVAI & I N IN PASiLLI El 0 8 N. �AN MH 7 31A 1 �+�4 11. 7 2 I M 0 29. 11 .7 5 STA t +93.51 IN V PU'1K4= 2.90 L 3- RIM =f 044.08--� 'N INV ?UVI 6,361.53 N. 6 N, Vy f N, N N. 3 V in LC) CT) I lbo CY) I CY) SAN MIN, 2 -------- L 15'TA + UO -RIM 630.91 INV 'TN - ------ -- IN _'�-=6,21, 54-- EXISTtNG-2" OLI T �A. 34 A4A S TEP 4! ----------- A.- -INE- MAS N, w (WATEF;�. <\ �v XN 6TT.4 y VIA §'T- L_ MkTO 14 106 6IN '(WATEA k� Q) a 2 -1//2'/BE D rbv� 10 5 N. I I N, N jTNV IN = 5�7 I 0';�l I 8�22_ 2 SEND 5600 I I�V OU'��i,6- 2.( N. kl" 11 5�()�14 END\ 130 if N 8" TEE 817 22 BEAD VAL -./E P 0 8 3 13- GAT NEW _WA TItR M 4A 'I q-/_SZ�P / 8 E VALVE f N3 b 2 1/2" BEND 1/2-� B I vy zzr11> I - N, 4 LOT 22 S IN 20'1 MIN. 2 B�ND/ /8"111 1/4'/BEN6 I` LEARANCE 7 A>e VA, 9 'DROP/ MV REWIRED 0 1 1 STA -4= 1A 8/61 U) SAW �H .411 LE �NH 1 A" 41 S,4 Uj \. - S _VA 13+4Q.10' STff tf+ 4.14 X Yp SAN/4H 4� -9ff MH enZ� TA 11+37.06 _-MV IN = 589.?-9 INV IN = 5&9.29 117 IN\ - STA /f3+,38.7 5 RIM --597.02 M 14/5 Q) �J V /I N it 0-4. jNVjfIN j'604.52 /I RIM =_ 61-2.3� INV )N inVu.50--- CPO INV 0 . Ul INV OLLT� 589.09 '0 IN V11 OUT It=/ 5� //INV/ I� P0159 N. ------- :F 6 10/01J 40P /I / / t I I I I I , ��Exls I I " I / I I --------- - t4 / .1 �7NG 6\ 1 0, , If e I I / ��Sk MH �32 -8" 22 1/2- BEND LA. I I I 1 1 '14 1 , I I ��-)�Allr """, N - �WE 'MAIN STA=12+�7.86 X #21 A, $TA !,A_ Y ST� S,A.Nr H 20 L = 11 +12.82 X I NEW MH DETN77ON AR)�,A RLIA = 603.0.0 - I — 3 S S INV\INj 1 INV_TN-,�= 596.00 4� 55F-\,J-2-194A INV OUI_--45-95.�� ------------ 6�9.851 -VL '9.5-2-1 /4' BEND 6 �PVL SD.� \ 22.03' C S� N E 176 4 INV 131-�2_ BE REMOVED Iq r\ I I 22 )�E&\g 108 8" WATER VAtN Al� RrLEASE\\VALVE' LO NEW -- ---- 63\ NEW E \LF �AN �H 36 N, SS SS 2'� 1/2- BEN (D 8.4 16+0�7.81 TF, R MAIN RW = t2O.7� CA MH &B., N. C INY IN , 61 1,VO C3 SDR-3 I I I ii \ I", . �1, \ ", \ \ SEbNE i-X, INV\ OUT\ 31R.80 N, EXIS TING WA TE 7?0 7 )K N. \ 1\ 1% ", ., 119 j---------- N, 8" 45' K Nx b �END\ N. N, ��N MH MA STA 14+64.05 SAN,MH 18, DROP MH' )4' 13 -�%3 2 I I N. RIM = 611.07 1 og .8� N. R11 633.NO INV 10 599.72 v", S A\N MH 31 INV NN = 152a 25 N.Vk INV IN 606.20 1\10V /I/ I N. I I , I/ STA 1 �+97.811 N, IN I t\�, = 620.\53 (4" ---------------- /V �INV OUT— 599.52 0 ROJ 62� N 00\\=,,-�20.P.5 9 8 t I N,� OUT 4' .00 'C' SAN MH 22.1 AIR RELEASE"' C2 �?2 EI�D 6 VALVE- "A" 2 STA = 11+69.181 if L 0 T 19,3 8" 90' 13ENDN �u RIM 646.21 % f,5 I 55F-J-2-19J If EX FIRE INV IN = 641189 FORCZ / MAIN HYDRANT INV IN = 6141- 59 < 46 2-X 48' 4b ...,NV OUT,4 641.J9 IN SSY. OF "k R�CO VEOEk 1 % No MH 4,� 5 1, C4, GRADE TO,-bR IN q A" go / C y ON 7HI5�'LINE E=6d,3.55 FIRE HYDRAN7 �SSEMBLY 100 YR 10 WSE=664. OX. 00' 4 EXIS TING OANHOLE 105 LF "A �'45 S, S ss— ss— as i It? 5� VE 7AI?>- STA = IQ+48.85 `,)J 1w N 9.6 8—SDR_ -3:- 6 p7c S AN 21 __J 8 STA 12+69.i4 "�P 22 1 2' RIM 621.79 /4 WATE� BEND INV OUT = 614.'50---,`/ 55F-J-2-192 15" RCP CULVERTS AEQ EASE FOR NEW PADS #1/-#4 R T \RF 6, ING GRADE: TO DRAIN/ 8" RCP CULVF�_, _Q'6PO FXtS T 6 rOR NEW PAD 22 112-*,3CND\ SAN MH 18B E TO DRAIN STA 1= 1 + 70. 7 S STM STR 2, Di- \BEND 8" 11 1/4*\BEND INV OUT 610m, 1\ R4 V, -7_� N. SAN MH 18A 10 YR WSE=608.10 8�N 2� 112Z BE DROP MH STA 11+25,17 100 YR WSE=608.30 RIM 610.10 SAN MH 19 INV IN = 6.0.1a_ STA 16+65.33 E 1\1 D -OUT --------------- !8 45* B" N7J*75'J2"W 600.10 RIM 615.50 INV OUT 610.43 LOT78 LOT 77 55G-,�- 78 55G-3-77 LOT 76 LOT 75 LOT 74 LOT 7,3 LOT 72 55G-J- 76 55G-3_ 7� LOT 4 NEW WA 1[_N-grg� 55G-3-7,3 BASE NE 1) F�W 1�____55G-J-72 55G-.2- MIL L RA CE ES TA 7ES - SE , 77ON j D. B. 694, PG. 8j4 ZONED: RP 3 REVISED PER COUNTY COMMENT 11/9/10 ND R.A.M. 2 ADDED BUILDING PERMIT REQUIREMENTS - NOTES 11/1/10 T.A.W. R.A.M. R.A.M. 11/1/10 1 REMOVED ALL REFERENCES TO FUTURE UNITS 10/18/10,T.A.W. R.A.M. R.A.M.10/18/1 NO. DESCRIPTION -_ DATE T_ REVS'D I RM'DTAPRV'D I DATE REVISION im 067M A. WSLOWSKY, X No. 20674 IV_r— - ----- �5 EA SE�� RIM 645. 18 INV 639, 03 158.by,, N. N. 17 F7 I-N, , I ,, \ I V. IN �4 6 VC INV IN J= 6 9. 13 - 8 A'A, .93 \ - = �6 N, IN V. O�,T 16 Ex... IRE ON,-fHIS L N, \0V <"' HYDRANT SA B 61ro STA C-0 "ASSY. RIM C\j 6 JN 1 \N\ 'LLGATE BIRL INV OUT -2110 00 EXIS TIN , )VN-D >VAL\�E__ 65 5 EXIS T ING 6" BEND 4ND 22-712 8" 11 1 /4,, c EXI 6;' 45 8EA0 J EXIS T/NG 6 \8 22 1/2- B�ND Zd. .—J 11 7/41' 'E-)XG Tlwa� BEND BEK15. 78' L07S TH '�?4JO- DDRESS ---W-TH-24- --------- ---------- L TS 77-1 24 ADORESS LOT 48 LOT'\47 L Or -46 Ear LOT 44 55G-2-48 55G-2\1�47 550-2-46-, --- 55-A-165B 55G-2-45 -556�--2�44_ D. B. ,________YATHEW_j',J1ARLES MCHALE 5� , -1G. 285 ------------ ZONED RA MILL RACE ES TE-S - SECTION 2 D.B. 1, PC. 8J4 RP 630 SITE PLAN SCALE: 1 " = 50' PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION- SITE PLAN RED BUD MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA [TITLE SITE PLAN Pa tto n H a rris Rust & Associ a tes Engineers. Surveyors. Planners. Landscape Architects. 1 17 East Piccadilly Street + Winchester, VA 22601-5002 T 540.667.2139 F 540.665.0493 MINIMUM LOT SIZE: 4,000 SIT MINIMUM SETBACKS FRONT: 20' SIDE: 20' UNIT TO UNIT FROM COMMON AREA: 10' FROM PERIMETER BOUNDARY: 50' UNIT TYPE ADDRESS 21 A MOBILE HOME 2430-21A BERRYVILLE PIKE 21 B MOBILE HOME 2430-21B BERRYVILLE PIKE 50 MOBILE HOME 2432-50 BERRYVILLE PIKE 51 MOBILE HOME 2432-51 BERRYVILLE PIKE 52 MOBILE HOME 2432-52 BERRYVILLE PIKE 53 MOBILE HOME 2432-53 BERRYVILLE PIKE BUILDING PERMIT REQUIREMENTS MANUFACTURED HOMES SHALL COMPLY NTH THE VIRGINIA MANUFACTURED HOME SAFETY REGULATION. EXISTING STRUCTURES REQUIRE DEMOLITION PERMIT. NEW MANUFACTURED HOMES SHALL BE INSTALLED PER MANUFACTURES SPECIFICATIONS, INCLUDING FOUNDATION LAYOUTS. PIERS GREATER THAN 67" IN HEIGHT SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT IN THE STATE OF VIRGINIA. ALL ROADS WITHIN THE DEVELOPMENT ARE PAVED EXCEPT AS NOTED LEGEND - EXISTING SYMBOL DESCRIP TION -4a- POLE 0 SIGN (I'D WATER METER (D MANHOLE x x FENCE E__126 —1 TRAILER WATER MAIN ..... . ... SANITARY MAIN FIRE H YDRA N T A SSEMBL Y GA TE VALVE BL 0 W OFF A SSEMBL Y FORCE MAIN WA TER L A TERA L SA NIA TR Y L A TERA L LEGEND — NEW YM L DESCRIPTION NEWMH #50 1 TRAILER WATER LATERAL SANIATRY LATERAL 4 9R4) W10 S4 C, 4Z E 50 25 0 50 100 IN FEET I inch = 50 ft. CO. PLAN j DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6, 2010 CHECKED SCALE RAM 1 )) =50' SHEET FILE NO. 3 0 F 4 14186-1-3 treated 2"x 4" with top 6" painted blue 1 " coupling (PJ X FIP) and MIP plastic plug on 6'tail piece 24" meter box finished and cover grade� 36" sidewalk�l�- - 36' io I —\IV/ \V/ J- 1211 t - 18"-21 " .......... .......... ...... ........... ..... ..... - ...... ..... ....... ..... ............ ............ ....... ............. 48- 8`-10" 3" min. stone surrouncling box 1 " CTS polyethylene, .............. ..... rM> tubing (PET) 200 psi with SS inserts at all connections Opposite Side saddle with 12 gauge solid insulated I corp stop copper wire for line tracing, stone taped at 10 foot intervals Same Side INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a. Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b. Install 12 gauge solid insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail pier -el. I NO. I DESCRIPTION I DATE I REVS'D I REVWD I APRYD I DATE I REVISION THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE Lic. !'�7o. 20374 1Y�QNAL % 11 x 3/411, 3/411 AND 1 " METER INSTALLATION .8- T 18.1 48" 12" IN FEB 09 PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION SITE PLAN RED BUD MAGIR.1.3'"I"ERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 45- IfIrrLE location marker stone I * S — ...................... .. ..................... ........................... ............... ............. : ------------- 4" pipe at 2.00% minimum grade -1 io 36" min. cover All pipe and fiftings shall be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- 1110 treated 2"x 4" with - top 6" painted green -T 181, FEB 09 WATER AND SEWER DETAILS Panella Model PA4SV-CSK (4") cast iron cleanout cap with standard gasket and brass plug having a countersunk square head — finished grade 1= Ulu CE� N0 OWL—P-0 a RIM —A I Capitol Foundry of VA, Inc. traffic bearing cleanout/lamphole frame and cover, Item No. VB-9*S concrete skid pad 24" dia. x 6'deep All pipe and fiftings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- Pa tto n H a rris Rust & Associ a tes Engineers. Surveyors. Planners. Landscape Architects. p pA 1 17 East Piccadilly Street H + Winchester, VA 22601-5002 T 540.667.2 139 F 540.665.0493 6" stone FEB 09 (In Pi Am DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6, 2010 CHECKED SCALE RAM NOT TO SCALE SHEET FILE NO. 4 OF 4 14186-1-3 CONSTRUCTION NOTES U GENERAL i ALI qL) J LA 1 . The contractor shall furnish all materials, labor and equipment and perform all work 111111111 Alllllllll UF d L 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 44 PM q iW Gill PIP documents. Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract 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 Iq J1 Li_ I i S contractor shall notify oil utility companies 72 hours prior to construction. Call "Miss .......... Utility- 1-800-552-7001. 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. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work per -formed sirIPE 1?14ALN offsite is the Contractor's responsibility. FREDREICK COUNTY SANITATION AUTHORITY Frederick County, Virainia 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com. b 2. The water and sanitary sewer portion of these plans are valid for three years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. Red Bud Magisten*al Distn*ct 4. The contractor shall coordinate with and arrange for inspection by the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is topped for the installation of a new line: Frederick County, Virainia a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit TMP 55-A-103 & TYP 55-A-174C 2. mark the top location 3. coordinate installation with the engineering assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. Zoned: MH1 8. The Authority's maintenance division shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. c . The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the SHEET INDEX property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. I CO VER SHH7 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 2 OVERALL PLAN 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as; required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have 3 SITE PLAN a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 4 WATER AND SEWER DETAILS 12. FCSA to review the mechanical plon(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. 13. DEQ must also approve sewer pump stations. FCSA requires a copy of DEQ's Certificate to Operate and a copy Vicinity Map RESPONSIBLE LAND DISTURBER: of the station's DEQ approved O&M manual. These documents must be received before substantial completion Scale 1�_ 2WO' is issued and water meters released. NAME: Ron Mislowsky EROSION CONTROL CERTIFICATION PE-020674 I D : � : 11C C. 1 4 A; f k*, C .3 ;+ :11 ka nnnaoc-n to scherl"le an on -site DATE: , or o n a ny any an 0 Ul "y Uk, v ys 11 pre- construction meeting with public works staff to discuss the approved erosion and sediment THE RESPONSIBLE LAND DISTURBER control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. IS THAT PARTY RESPONSIBLE FOR 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment CARRYING OUT THE LAND DISTURBING control measures have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. ACTIVITY AS SET FORTH IN THE PLANS. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of the subdivision which contains the following items: stormwater LOCAL UTILITIES conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter WATER AND SANITARY SEWER USAGE from the engineer -of -record shall be included with the as -built which states that the Frederick County Sanitation Authority subdivision has been constructed in accordance with the approved plan. P.O. Box 1877 WATER DEMAND: 235 GPD PER EACH CONNECTION = 1410 GPD TOTAL c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the Winchester, Virginia 22604 4. building permit application for each lot proposed for construction. Temporary and permanent erosion control structures and methods to be in accordance with the (540) 868-1061 P.O.C. John Whitacre October 6, 2010 SEWER DEMAND: 235 GPD PER EACH CONNECTION = 1410 GPD TOTAL Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction Rappahannock Electric Cooperative 5. period. All erosion control structures shown or as required during construction shall be continuously 137 Kelly Court Front Royal, Virginia 22630 REVISIONS 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 is to remain (540) 622-5138 P.O.C. Mark Roy NO. DATE DESCRIPTION BY CHWD. denuded for more than 7 calendar days when construction is not in progress. 1 11/9/10 REVISED PER COUNTY COMMENT ND RAM SITE PLM APPROVAL 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the Verizon 404 Hillandale Lane NAME DATE 12-1-Lo- C) 7. affected area. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly SITE PLAN NUMBER 0 topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Comcast Cable 195 Rainville Road Winchester, Virginia 22602 FIRE & RESCUE (888) 266-2278 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of Approved by Frederick County Zoning Administrator construction debris on site is prohibited. Washington Gas P a t t o n H a rris Rust & A s s o c i a t e s 2. Access for emergency vehicles must be maintained at all times during construction. P.O. Box 2400 Temporary street signs and addresses must be posted as construction begins. Parked Winchester, Virginia 22604 Engineers. Surveyors. Planners. Landscape Architects. -T vehicles and staging of construction materials are prohibited within 20' of fire hydrants. (540) 869-1111 P.O.C. Tim Hockman H Op \1 Fire Hydrants are not to be obstructed at any time. Site Plan Approval Valid for 5 Years From Date Shown Hence Dote 117 East Piccadilly Street, Suite 200 A. Mislowsky Jr. OWNERMEVELOPER + Winchester, VA 22601 0 CERTIFICATE NO. 0 74 I o )OT. to BLUE RIDGE ASSOCIATES 2434 BERRYVILLE PIKE T 540.667.2139 REGISTERED PROFESSIONAL Project Number: 14186-1=3 ENGINEER WINCHESTER, VA 22603 PH # 540-665-0307 F 540.665.0493 Sheet Number 1 of 4 6 0 0 z' 2 0 _0 C A I CL L Y "�' AP4NA � F-OBE�ACHj D.B. 768, tG. 14��/ I � 1 1 2 REVISED PER COUNTY COMMENT 11/9/10 ND R.A.M. 1 REMOVED ALL REFERENCES TO FUTURE UNITS 10/18/10 T.A.W. R.A.M. R.A.M. 10/18/1 j NO. DESCRIPTION , DATE REVS'D RM'D , APRV'D DATE I REVISION A. MISLOWS JR. No. 20674 ri - 10 ()NAL J 55—A-165B MATHEW CHARLES MCHALE D. B. 56 7, PG. 285 ZONED RA OAK HILL AND BLUE RIDGE MOBILE HOME PARKS - RESIDENTIAL DEVELOPMENT SUMMARY PARCEL TOTAL AREA NUMBER OF EXISTING DENSITY UNITS PROPOSED TOTAL INCREASE IN PROPOSED IDENTIFICATION (AC) EXISTING UNITS GROSS DENSITY ALLOWED ALLOWED NUMBER OF UNITS NUMBER OF UNITS UNITS (%) GROSS DENSITY (LOTS/AC) (LOTS/AC) OAK HILL MHP 55-A-103 21,3192 54 2.53 NOT TO EXCEED 8 UNITS PER ACRE 170 4 58 7.4 2.72 BLUE RIDGE MHP 55-A-174C 62.63 187 2.99 NOT TO EXCEED 8 UNITS PER ACRE 501 2 189 1.1 3.02 OVERALL PLAN SCALE: 1 " = 100' PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION SITE PLAN RED BUD MAGISTERIAL DISTRICT I FREDERICK COUNTY, VIRGINIA I FTITLE i WANE 55—A-171 THREE WA Y PARTNERSHIP D.B. 596, PG. 557 ZONED RA . . ............................................. ALL ROADS WITHIN THE DEVLOPMENT ARE PAVED EXCEPT AS NOTED Patton H a rris Rust & Associates Engineers. Surveyors. Planners, Landscape Architects. p I 1 17 East Piccadilly Street H Winchester, VA 22601-5002 T 540.667.2139 IF 540.665.0493 55—A — 77 4E BLUE RIDGE ASSOCIATES D.B. 690, PC. 655 ZONED RA U/�-' ( ffx.�/ U�fyn ACCOUN77NG DEPT. ZONED RP — —0 4 GR4RIZIC S4 CW j F 100 50 0 100 200 L i /N FEET I inch = 100 ft. CO. PLAN i DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6, 2010 CHECKED SCALE RAM 1 "= 100' SHEET FILE NO. 2 OF 4 14186-1-3 UNIT SUMMARY / b, I 1� f I i I "t" " ,I,, . . I I I /// / . _ A '-_ --.----. _1 '0-�)_- \ ----I-- _________L ____ -- _� I . . , I . /Ij (4, 1 IN!i fjU I � =1' U I �.qD f I i? 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I ' ,a- ; 0 .Y - I f-- I \ I \ �,__ I \, �', . . - I MH ,�2A �� (A , ; 1 _�4 I ; __ , - �Gl 11 I )If / I - \ �,'-.-a -n j ,\ \ .. .�� \ \ r 1 .111-1 -1 .\ . // / 1 � U� I I I NJ \ \ " � 8" 45* B�ND \ Vt i\\\ I \, , ; \ �\�N t - - -_ I . \ / 11 I SAN,MH 18, 1 1k \ \ ,\n5 �_Ivl 6 \ ... 4 / I " . 1 1. IV- \ I 1, \ \ " 'R . � ; ,_ ,r�\, \ . . I . -A I \ , * \ I ,.' � ,,1 I STA i= 14+64.05 y; \' � 1 ! \ \\\ \ "A �, , \\ / I , -------------- ____ . --.---- \ .. I . / _,�,' DROP IAH r �"- \ , \ / I'-- \ , A, �, � \ \ �43 " 2)�_, � \ \ \ 8j \ � ." ,c,f I I _ I �� X �'_'\, P �, \ \I'- - ,4 . // , . \ . � : /to:, \ ! I . I I . I :. I \ \ \ \ Ift 1\ 1� I I I . -11 _ I I I /I " / I � " ,� � � I I � I , , \ \ 0 \ 'So \ \ .11. CIO, - - �,_;, � � I //�/ I RIM = 611.07 , I � � ��, �1, 11 I I I � -- 11 �, . '.. I / � I \ , " 4I � \ ".."_1 1, \_ RII��\= 631�0 __ I , I- 1 ,/,, ;; I \ \ . 1, --�, , , I �� \ . I / . 76' I _/ . , `� . - .�,, / �, .� \ \ I N\ �, N � I 11'1� I \ , ........ � li I I i I I i _I` - r , �� ,/ , � ' INV IN = 599.72 � K\ _,P_,�! I I 1 I I / ____ I , \., I S A\N MH\ 31, \1 \ ,�� I \ C 11, \� INIV txN = 620 2� 11 / I I i - - I ek / �/ I . I i '�INV OUT�1= 5D'94.52 ,I �, I I .1 I . \ " " 'n I \ \ I IN\f I [\�\ = 0 z UAD a � --+ _____________�__ .. _ _11- � I— � --- -_ - I - --�_ \\ � INV IN '= 606 20 I'll) 1, \ \ \ , 11 \ ,< , � I I _ - -_ -_ 1, �, i, �\ .-, 11 I . , " I I'STA = 16+97.81 \,\,, / 1� _\ \ I � I I I � � , , -_ \ I I I - i I I I . ,; \ ,� 1" I o I I ( I i � i I I 11 0 111-1_,�l I 1, \4 \ ,\ 4'. 9 OUf\\=,,§4. 5 \ � I � / 'r _�_ I � \ . i \O�OV I , I , I I 11 , ,� - �,;, � M , �' \ \ "', 1, \ 'I'll .,% --,,\ \ _',"'�� I \ \ I \ IIN \[ I \ � 120 I I , 4�. , i f__ -Ix/ I I 0 (-A i . �� I t2 I r \.,?2 �///�' BEND, , \ I - \\ � . ... I -1, \ �i, � ; " , ", -1 I / I I / I ' EX(S T11vG Pi = 62t.5Q \ \ , ,� A i � - I \ � I I I \ �� \ \� ""Ir \ A� , I - , I I AIR RELEA8 ,I// I I .1 1, _. , �,l K� OUT _' 6,1 .00 ,,,, ,� - . - I - \ /I,p 'i � _�( '" I � � I IVALVE- ' \ .� I` ,-I � 1� I . \ �, STA = 11+6 / 111- �� 11 � -_ . . � I I I 1 � I �� I ,I -- � . 9.18// / i 1, I / . 'N � I \ I � I I , � I I V� 'I I 1-� )-_�, ---- \ I :.�. $�,/ � z I � � , I � 11 \ ; � I (9,fw -U I \ \ .: I I , RIM = 646.21 // I I i / , /1� , � I � \ \ Vl� 11 --- ,---�, \ t? \ " �\\ \ LOT 19J \ I � \ 01\ � � I I I I I I �/O I \ � \ I \ \ \ \ \ I ,,, \ I . \ "" "i' i -1 I I 8" 90* BEND% �, I \ I 1, I 1 1 ', V I / �, I r I I .1 \ ; I �, I I \ , I I I Cb \ I I I I 1, x I/ , / � I 11 . _ I � 11 , 5 . , , I I I ,,, \�-, - -,-,� S,-��-,-�41c��- I \ � III i m/ \ C� I / I " I . I � I I 55F-J-2-193 I I � I -U I I " po , t ,I- I I - " LX FIRE INV IN = 641,89 t ! - . I It , �% ,I,, -:, ) I Ak -�-, �_, INV IN = 614 7.59 - FORCZ MAIN ' I I :�: \ 11 . ,I 1- I 1! ro , I \ \ 1. U41 'I /� . �1_1_1 I \ I i 4f, I " , �,;v ' �, . I \ I LEGEND - EXIS77N - . 11 0011� i I i / ", I � " \ ,0\ I �� I - I I I 0-1 , __ ; " 2�� i ,,-� Ii I \ \�A, HYDRANT // ;/ �O / j/ tj i I i .I 1. I <,, \ I ,- f I �' 'N 1 , � � � � 1�1�,�_11131_- / (b . 1;�,��, I I ";.,;;, _ i I \ \ \ \" �`. < \' I i I ___ I N I I I � ., 1�8' \ASSY. - IN I V OUT,4 641.J9 � I ;' , � � \ I -P. (0) J, \ I" I � ,,, -,- �- 1 4s�,�jo', 1 - _' , \ : \ I \ 4 I , : � , > DI-1 I :�: I I ,-' NO MH R�16OVE,�E,Z i , 't ; � 1, 5YA480L DESCRIP TION � i -ja.��-o \ \ __.�, I ,P I .1% \ --- , � I I j, k 4f) i ; � I 1. '\ . I � ,--GRADE TO',[ .1 � __ 'I, I I . I. I I I \ I \ � z �, , _' , . � - I _X��___ / I I � I jx-_ \ \ I -o- '. \ o � ;1� f ��:-q_j I , ,� , % I `_'_14i�l - I � I / I ,-'�- ON TH1,51 LINE - I I \ " �. (2 ,/� "b'RAIN I , - , ! 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I I \ I , I I \ \ I \ ., WATER METER I I , c, \ � �s 11 - I IVr7L/LC � I \\ � _!�- , �_ 105 LF \ I ;\�' -'--4- )", \5u 1 1 11 —_ I �_. \ [- J0, �_y ) � \ \ A � I " ) S ss- ss- SS \1 t .1__` \ 1 -55 � 1-9- - 1 \ � 'L ,�, --_� - 1 � \IS? - ; I " E BEN 7A,?y 5 TA = 1Q+48.&5 ---- ii \ � (5) 7 , - �_, , It \ 1� � , — I I wl �Dv�__-- I � � I � 1, %, " IP I �\ I I I I � I I �� ry'�-� EA RIM = 645.18 I \ \ I \ , . �� 9.6 \\ w I N ( "I C) F I \ I -_ I I � MANHOLE . \,�y t !A I I - I \ %\ 1� x —_ x . � I " P \ �7 \ I I I — __ \ - � �, � � _. _ V k \ 1 ,3 / %\ �, � � I 1 4-.-/--- � \ 81, \ 11 �5 . - - - I I " \ I �, FENCE —_ 8--mF7315/26 Pvc I - \ �� % __ \ VIA cl) ��z �_ f ____+� I 7-T- - I 11 - __ 10 � / / , � \ V` , .1 — ' 1 121 , r I \ * - I I .— - — —1 � __1 III ,P\11111 \ ______ ". �� 11 I --- I ? \ '_ Li- INV - /�N,`�-- 639� 0 I, \ \ STA = 12+69.1,4 � ) it - t ; - r - - \1 ... I- 7 i t, I 7 - , \ _ 0 §i:�z_ 6 -, _____ ___1 I- � t "' -j ss� .. 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EAS", -1 :_�>< 4 , 1. �/ER TS 14, D I I i i . ! - 1, I �11 _� - ,/ , , ... ., I j_ __._� -1 - t I \ .1y, � "I - 1�_, 11 , , �11 � I I _`_ - - 6 VC ,,, I _� - % / � I T \ , I - 4�1 61 � . I 71,,vmv. � 4- :_� I �� 7 , >-1- 11 y . �. i - I - 8" " ; I " ,18" RCP ( - _U EXIS TING 6 " "'�e6,,\,,��, i�. P, `I, \ �,%11.,,- �r '\ 1\ I : I IN 9.0 8 " VC / / FIRE HYDRANT ASSEMBLY I - z I R �, i GRADE TO DRAIN/ ,��L � , \ 1� \ � � ,, IN V IN = 6 9.0 , I . ., FOR NEW PADS #1/-# I I I \ 22 112_"� BEND I I . , � 'j, , '� ", I',- , \ Mhi L_j "_1V 1, I I I ,� . � _T 11 I / 1'_D _// 'VA r 70VERFD 11 I � ITI I 1. , , ,C'- ", & 1, \ !, r � � / / t F I I V"', I ;�' � A\� �� \ . I � ; IN V. OUT = ,"63q(93 �, � / ! i // / ; I I I I I 1P I I 1, I \ I * � I I", , \" \ f I . L 11HIS L E-t_ I I 2 ,- .1 N GA TE VAL VE \ � .1 � ___ %� EX. FIRE \ I . \ ry ; . ON, . I � . I I I \ ��\C-v , , � / I � I : . I i SAN MH 188 1 \ .. I, 1, N-11 P ' ' t � N \ \ W"" -1., � /\ I � /11 -1 � � I I I � I / / I / // I — \ " \ SA B, � 1w N� 0110 "-\, � " i I � � � ./ . � v .1 I I . ! STA �= 1, I + 7 EY7 ' \ '\ ,_� %1z / HYDRANT � ; I � � I � I I � I 1, \ �, .. 1 1 , cv! ,,-- \, � r,e)1j( 1 ,4_1 ____ � J, " � I I � I / I 11 I - Lo . . . ,1 � �, I ! I ; . / I ! 11 I, 1 � I � (0 � - - - - , . - N � / � / I N � 11 T I ,� - \1. I I '-I'--- S \ STA = 11 , I __ P�) BLOW OFF ASSEMBLY � —RIM � 64-;Z�O _\ - � 1 311\11 STR 2, D1- 8" 11 1/4'*\BEND 1,/ \ �-, \ \ " N � I i I - \ ! INV CUT = 610,dq — 1� — — " � \ -, ^�\ "ASSY. \ RIM -�- 6 .- \ \ 1, \ �, � ,�_!N, � /__., , � _(N-i I I I 11 / - . � -1 __ � _ - - - - I, \, %, )) I \ 11 , \ " � j ,\ � . i � / � N r, / � I 11 , \ I , i , j I \ � I - Rlkli =---60-7-� - \ I \ i � � I - I � I I I / ) -, _ I 111-- "I" \ I � \" 7 _�"_ _ __ , - - '. 8-,' G A TE BRL t INV OUT �= 21 �\l 0 . \ , i ; i I \ � , ; � I I CN � FORCE MAIN � \ I \ 10 YR WSE=608 10 8'\ 2 - - ND -- __ ' � '0 - I- -, \ \\ \ \� il I I \ I � ! ) ; / I 00 : � . I f i � I ; � 1 /�7 BE " � I � \ I I I -- � � % � I I ! I 11 I f I � I t\� i / � 1 , " I \ DROP hil-i * ) - ,,,, �_ALLV_E - - \_ \ / ? v � \\ 100 YR WSE=608..30 �A , � ", \� - " � e I \s I I N, 6____ WA TER L A TERAL I � I I I � li, � : � , , __ I I /q � , I- , I i I ! 4, , j . f � , \ I , EXIS TING 6 \' 45- 5�7NO \ \ I, I , I � I '� I . - I � \ \ I I'll, STA = 11+25.17 I/ 11 <,� � tXISTING 6" \ 1, * \ \ \ 1, `. \" , - I A / / , \1 j I � i I � ( \ . q 11 11 \ _.� i �, / i SANIA TRY LA TERAL I RIM = 610.10 \ ____ � 11 11 / 4,, i_��- i _4 I L , " t I I �, I . I _/ I �, \ __ I i\ / \ \ __ 1\ 11 � f ` i 1, \ � I- SAN MH 1 9 ` '<' ` 22-- 71-2' BEND \ 8" 11 1/' 4ND \ \ , \� ., 1\ ._1 ___ INV IN = 603-IL- STA = 16+65.3 � 1$ . I EXI �G 6" 45* BEND -- __ , ,:_1 j J .' i I � � ; I " L __ --w = I /2,, B�ND \ � / i I x - \ � - __ \ N7J*15'J2"W __ 7_ 600.10 ----------------- RIM = 615.50 STING 6 \ \ , "- / - - I � _ � ! � 41�1' .17 - � -W'vl T / - _X1 ,8" 221 \ - ,8 , r ,\,� D -----/ E Ij I __ . - - \ 11 � \ \ 'E-XJ T1 N (� - _1_1 __ . " - i \ i 4 \ - / \ ! i - - � INV OUT = 610.43 11 1 14, * I \ � '__j ��_ BEND - .- - ---' \ / / \ � ..111 I/ I I 1, - - // \ \ \ \ � Z_�L __ ____ _ '.1 , i . I j / / I I \ \ 1'� I I - I .1 - / i ' W5. 78 ' \ \ %.- 111 \1 \\ I 1, 11, 'I' "I \ \ \ � 11 .LEGEND - NEW I I" ,_ I .I __ . I % / ., \ _\ - -_ --- - - - , -11 - - \x I I SYMBOLS DESCRIPTION LOT 78 LOT 77 \�, \ LOT 76 .. LOT 75 _ - '_ �, / " LOTS TH \�?430- \� -_ _ ____ - \ I � 55G-,�- 78 55G-,3- 77 \ . - " � LOT 74 LOT 73 \ \� \ -I L rS_W7TH- - - Apa)5�FSS ------ --- ---------- \ 11 I., --- ] I \ 55G-J- 76 1 . _ 7� 1 LOT 72 LOT 49 "" \ . 11, __ ____ . 11 5G �J " WATq-4��11 -3-73 1 LOT 46 �, --- - \ 1 #50 TRAILER � I \ 5� -11 _ NEW - 55C 55G-2774? L07'\47 , LOr-46 -L-C T -4---,- - - LOT 44 - ____ ------------ \ I NEW MH - i \ \ BASE INE "F' � 1,` 11 I 55G-2\147 55G-2-46--,__ -2-45 ---------55G 2��44_____ 55-A-165B \, I \ 1�. 55G YA.THEW.-CHARLES MCHALE I I \ 1. \ , --PG 5 \ I \ I I - 1-1 - D. B. 50. 28 1 MILL RACE ES TA TES - SE ,- TION j _______� __________________� -- MIL L RACE ES -, ,.,�� I .- I_ _ - _ I I . I . . . _ - i(5hi�6 wV_______ i .I----/ SANIATRY LATERAL \ D. B. 694, PG. 8.34 __ I 11 I ZONED: RP D. B. 7ES - SECRON 2 � __ I- - _ __ - - - I � I - -1, / I, PG. 8J4 ,_ i I - __ I- \ - � .. - �., / - - 0"1111 � \ : RP -\--- -- --- 630 ,� � ORWRI110 SO4Z E \ % I I 6 .. 1 50 25 0 50 100 I I I I I SITE PLAN. I mml� ( PV FEET ) SCALE: 1 " = 50' 1 inch = 50 ft. - 3 REVISED PER COUNTY COMMENT 11/9/10 ND —_ R.A.M. 2 ADDED BUILDING PERMIT REQUIREMENTS - NOTES 11/11/10 T.A.W. R.A.M. R.A.M. 11/1/10 1 ,REMOV UNITS 10/18/10 T.A.W. R.A.M. R.A.M.,10/18/1 NO. I DESCRIPTION DATE REVS'D REWD APRV'D I DATE REVISION 8 4qMD A, MISLOWSKY, X V-16 No. 20674 .- - % I I q ?5� , - I 0,��, , . 11V&101A1 �Y PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION SITE PLAN RED BUD MAGISTERIAL DISTRICT I FREDERICK COUNTY, VIRGINIA - FTLE SITE PLAN Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. I 1 7 East Piccadilly Street + Winchester, VA 2260 1 -5002 T 540.667.2139 F 540.665.0493 CO. PLAN DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6, 201 0 SCALE RAM 1))=505 SHEET FILE NO. D� 14186-1-3 il spigot by gasketed bell 45' bend treated 2"x 4" with top 6" painted blue 1 "coupling (PJ X FIP) and MIP plastic plug on Utail piece \t24" meter box finished and cover grade 36" sidewalk 36--- \V/ —T- 12" t - 18"-21" %,48 3" min. stone ........ ... surrounding Lit — ............ box ........ ........ ........... ............. 1 " CTS polyethylene ............... .. . ...... ....................... tubing (PET) 200 psi with SS inserts at all connections Opposite Side saddle with 12 gauge solid insulated � corp stop copper wire for line tracing, stone taped at 10 foot intervals Same Side INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a. Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b. Install 12 gauge solid insulated copper wire (for line tracing) from corporation stop to into the meter box [wrap wire around corporation stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box; wrap around bottom of angle ball valve; terminate with 12" tail piece]. I NO. I DESCRIPTION I DATE I RM'D I REWD I NWD I DATE I REVISION THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE PR 53 c�-� U 9 :k, N %11 x 3/411, 3/411 AND 111 METER INSTALLATION -8- 12" A T 18" U-111 FEB 09 PROJECT OAK HILL & BLUE RIDGE MHP SUBDIVISION SITE PLAN RED BUD MAGIS TERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 2' I-C. 3'minimum gasketed pipe and fittings 8" x 4" gasketed bell wye solvent weld cap property line finished grade .1-11,��&�� M WO= 5-- location marker 36'min. cover stone .......... ............... .............. ........ 45' . . . . . . . . . , . . . . . . . . . . . . . . . ........ ............... 4" pipe at 2.00% minimum grade All pipe and fiffings shall be SDR 35/26. GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -22- FTfflff treated 2"x 4" with - top U'painted green -T 181, FEB 09 WATER AND SEWER DETAILS Panella Model PA4SV-CSK (4") cast iron cleanout cap with standard gasket and brass plug having a countersunk square head — finished grade 401 NMWORRIME ", I I M-M I'm Capitol Foundry of VA, Inc. traffic bearing clea nout/lamp hole frame and cover, Item No. VB-9*S concrete skid pad 24" dia. x 6'deep All pipe and fiftings shall be SDR 35/26. GRAVITY SEWER CLEANOUT -24- Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. p pA 1 17 East Piccadilly Street H + Winchester, VA 22601-5002 T 540.667.2 139 F 540.665.0493 6" stone FEB 09 r.n Pi Ar\j DESIGN SURVEY RAM DRAWN DATE TAW OCT. 6s 2010 CHECKED SCALF RAM NOT TO SCALE SHEET RLE NO. 4 OF 4 14186-1-3