Loading...
HomeMy WebLinkAbout010-98 Autumn Wind Apts. - Gainesboro - Backfile (2)-7- z' A p \• Z 48 -X 15T c, A7 J- I p 15TQ F--E5 c- P vvel>op L- A m C) 15 -T -7- / % � / / ...ice---�-.... �.. ^•�`\' \ �` \ �' \• ` `�., - � �\ ,�. `,\ � `� O �` \ � '�`. \ � •� �` � „"�/r 1-3 A 3 x- - - -0E P p I 5TLJ IZ (9 z cc uj ui z 0 z LU N 0 >0 N ?_ -E 'c' 4 In M C14 > Ln co 014- c = Ln Q- Q) x 0 LLJ cn �-4- a z z 0 V) LL] TH 195p ci HE Er T 70 13 6! 5-rE Er I� ? 1 ,..;u 5ff P Fg-OP F.� F e 5 f L-A H Pe7 HN w 101 1 N Y . V tyr.. f L I -�° i `�, , ,"`� cn co t=-WViKe:,NmF-NTAt::7�A7UFz-E5 DE J (PIAFLE-A5;) LEGEND < =c' => p157LjF?-DeD 5-TEEp AF2-F—A If U f2-�C— P VVci-->(D L-A N C) 5 CAI Lf) E3UFFE:F- L-AWP5;,e-A PING OOO(D PENZ;'765 I5VEF2-CP- �F -5U FE r-?- V I AID P->U F F e tz- U 56 "I-F--(L-At40 z e---'(PFz-Ec,5 P(-AN7eD S' :C-P�- 13eTv,/F-Et4 ;THE APAf2-T (AL-L TP--EE-�,7c) BE A MINIMUM of TALL AT TltAff of PL-AN7(NG ,0-6. 175HA TP-EE-'�-, -TC'TAL- P-E e N 7F4 E A EL 'H I A ff--C- AND THEGO' F?-F(9 'A F I m 6 A I- I,- U CATION L- A N L?,9 > -rcTAL- Wc,>. PARKING '�;FACEc7- = 2- 6 3 5 PACE:- 5 E- 0 (f) > TOTAL FAFll-,-lt,4G LOT PEv-itAF-7FFz-= Z--4'Dc)' TOTAL- FAFz4lF4G LOTAR-EA J.05 AC-F-E5 C� Q E cIP- 64,3 T2-F-E5 L A M P 5 I W 76 -T cn PL4,rlF- -::�-A F> i N G m i t-4. 5 1'/-, c>TA L- piki, OeACIF-617 x O. C-)r-, O.31 AC-F2-617- LANDSCAPED Aft-eA PPz-->\/tPEC) -17P-Eff5 = tiAl(-((MUM I PC-F2-(O SPAC-C-5 3 oR zT-Tf2-EES D) Q ! / l /� ; l l j J'l r' i To TA L- -T C- E -rc;,TAL- 7P-EF-5 Pp-r->\/l0eD v �� r� ir;r% '! r��� / LANDSCAPING LECENP / r!, `�'�� FTz9Foe76P W H I -T E r->A 14 3-7 TP-e e 5 -Er-) Ar2-4,;-Tc;iC-r2-A7 PEA F2- 20 -Tr GesA pp-,vp,5,5r-> P-C-D KfAF>(-G Z4 7 P- E C- 55 DATE: 1/23/98 WH17F- 7 -FA TF SCALE: l" 50' 'A L Z- e- -IFE5FL AT 22 AW---rFLF-E,9 T TIME of FIL-ANTING DESIGNED BY: MDS/KP F-c- -5 F- D SHF?-U5-, CtaSE 5CIXW4A�P JOB NO. 2101 L-(TTL-e LEAF PLANTED APA R-T (N. :3'-rA L-L- A T Ti N4 Ee(F PL-,A WTI N G) SHEET It OF 11 C-) CENERAL NOTES' VDOT CENERAL NOTES ' L E CE N0 VICINITY HAP •EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project •-shall conform to the latest editions 'of,the �Virgfhia Department of EXISTING INDEX CONTOUR -330 UJI County construction standards and specifications and/or current VIDOT standards and specifications. Road d -rh e Vi E ion Transportation ( d on.� Bridge Specifications, and Stolf),dards,, irginia ros VQOT) Ro ROUTE 31 and Sediment Control kegulations'and any other state, federal', or local regulations, PROPOSED CONTOUR 40 2,. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, 'provided applicable. In the event of conflict. between any of these standards, spedfidations or EXISTING EDGE OF PAVEMENT EX E/P must be prior to issuance of the site development permit. The approval of these plans in no way the developer his the in the Virginia plans, the most stringent shall govern. PROPOSED EDGE PAVEMENT PROP'E/P &ITE relieves or agent of responsibilities contained Siltation and Erosion -OF EX, Control Handbook. V2. Occupational All construction sholl comply with the latest U.S. DeportM:ent of L,abbr Occupati EXISTING CURB AND GUTTER C&G 3. A permit must be obtained from the Office of the Resident Eng-ineer, Virginia 'Department of Transportation Safety & Health AdMinistration, and VOSH Rules & R,egu[dtibris. PROP C&C, (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED 'CURB AND GUTTER 5UNNY51DE 4. Approval of this does not issuance of an entrance by VDOT when is V3. When working on VDOT right-of-way, all traffic oontrol, whether perm,onent or temp:orary, CG-6 C134R OD OD plan guarantee permit such permit shall be in accordance with the current edition of VDOT's work area protection manual. . TRANSITION FROM CG-6 TO CG4R - -_ - = = --- -_ required under State law.' Furthermore, all traffic control flaggers must be certified in accordo.ace with VDOT's TELEPHONE LINE 7'_ CV N 5. The exact location of all guard rails will be determined by VDOT personn-el. "A joint inspection will be, held January, 1994 or latest edition of Road &,Bridge Specificatioh,s, 'Section 104.04-C. EXISTING 0 V-14 f N14 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T _J (VDOT) to determine if and where guard rail and of paved ditches will be needed. The developer will be V4. traffic m Design features relating to construction or to regulation,- control and safety of may EX. 15" RCP C91 0 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER > Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. PROP. 15" RCP V5. Prior to initiation- of work, Contractor shall be respon5iblle for acqui,riag. all n"ecessary VDOT PROPOSED STORM SEWER 0 -t 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right - ,of -lwdy. EXISTING SANITARY SEWER W 3�: r_1 CL representative of the developer must be available at all times.. PROJECT INFORMA TION 0) -6 7. Warning signs, markers, barricades or flogmen should be in accordance with the Manual on Uniform Traffic V6. If required by the liocal VDOT Residency Office, a preconstruction .conference mu-st be 'the PROPOSED SANITARY SEWER S S L 3�: < LOT SHOWN Control Devices (MUTCD). arranged and held lby the engineer and/or developer with the attendance of EXISTING ELECTRIC SERVICE P contractor, various County agencies, utility companies and, VDOT prior to i'nitiotion of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P STREET ADDRESS.: embankment. V7. Contractor shall notify the local VDOT Residency Office when work 'is- to begin, or cease for LN (D 0, 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE MAGISTERIAL DISTRICT GA I NE 55OR0 a) >, 4) > than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE G PARCEL IDENTIFICATION NO..: TM 53-((A))-&0 L :5 UJ 0 10. All roadside ditches at grades of miore than 5% shall be paved with cement concrete to the lim.its indicated V8. The Contractor will be responsible for maintaining adequate access to, the proje'ct� from the PROPERTY LINE LOT AREA I'3ZCo ACRES on the plans and as required at the field inspection. adjacent pvqbhc roadway through construction, and rn'airitendnce of a construction entrance DISTURBED AREA 13 ACRES in accordance with the Virginia Erosion & 'Sediment Control Handbook e 30 FLOW LINE CURRENT ZONING RP/52 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. Th,e pipe. shall Furthermore, access to other'-,propert'ies affected by this project shall be' maintained be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE X X X X X X X X X CURRENT USE VACANT 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE Q PROPOSED USE GARDEN APARTMENTS one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate, drainage is achieved and maintained on t,ho site during and at the end of construction. EXISTING TELEPHONE POLE SETBACKS BUI'LDING: RIP FRONT: FROM ROADR/W: .35' FROM PARKING AREA: 20' Z Z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to iTi SIDE: 50' 0 LIU! entering public streets, and it is the contractors responsibility to clean. streets, allay dust, and to take V10. All water and sewer lines within existing or proposed. VDOT right-of-way are to have T WATERLINE W/ EE EXISTINGREAR: W F2 0' - whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W W condition at all times. BUILDING: B2 FRONT: FROM ROAD R/W: 50' > 14. Notification shall be g . iven to the appropriate utility company prior to construction of water and/or sanitary V1 1. Any unusual subsurface conditions encountered' during th.6'course of construction shall be PROPOSED FIRE HYDRANT SIDE'. 0' REAR: W sewer lines. Information should also be obtained from the appropriate authority concerning permits, out -' immediately brought to the attention of the engineerand VDOT. Work shall cease in that 0 - sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER VALVE W -BUILDING HEIGHT: MAX, PROPOSED BUILDING HEIGHT = 39� 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas (in,d, borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement af4fill. EXISTING REDUCER W W ENVIRONMENTAL FEATURES 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of:utility/storm ' sewer trenches shall PROPOSED REDUCER contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN EXISTING PROPOSED PERCENT prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by FEATURE ACREAGE DISTURBED ACREAGE DISTURBED W utility verification and the proposed construction. AASHTO T-99 Method A, Within plus or minus 2% of optimum, moisture for the full width HANDICAP RAMP (CG-12) FLOODPLAINS (SEE *NOTE BELOW) 0 0 0 of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCA'nON OF STD VDOT 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL LAKES & PONDS 0 0 0 C) result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to Road STANDARD AMP CONSTRUCTION WETLANDS >1AC 0 0 0 VIDOT approval. PARKING INDICATOR Al2 NATURAL S.W. 0 0 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUM I BER OF TYPICAL PARKING SPACES DETENTION AREAS must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CID and UID underdrains shall be'installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION Q STEEP SLOPES 3.0 0.5 16.6% >15% fi 19. The developer will be responsible for the relocation of any utilities which is required as a result of his 11project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right=of-way HANDICAP PARKING & WOODLANDS 5.4 1.0 18.5% shall meet VDOT rninimum design standards and is the developers responsibility. . 20. These plans identify the location of all known grovesites. Grovesites shown on this plan will be protected -NOTE- The eubjec-t is located within FEMA Flood Zone "C", areas of minimal Flooding, in accordance with state low. In the event gravesites are discovered during construction, the owner and V16, If required by the local VIDOT Res�idency Office, copies of all invoices for-m-aterial's Within VEHICLES PER DAY COUNT FRO as shown on F;,f;Z-1 Community -Panel No. 510063 0105 E3 (0'1/1-1/16)� engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. AREA CALCUI ATIONS BUILDING TABULATION <� l=� I at (540) 662-4185 immediately '�bf any discrepancies between actual field conditions and the approved plan. V1 7. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement 'by EXISTING STREET LIGHT TYPE OUNIT5 I* 5LDG5 TOTAL UNITS COMMON OPEN SPACE 15,03 ACRES - 1711 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed, by the developer or, at VDOT's discretion, VDOT on an basis. GARDEN APARTMENTS 3�90ACRE5, 25R 12 5 (00 TOTAL AREA ACRES 11W" 25R 8 1 E­1 proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable PROPOSED STREET LIGHT ]lull <1 professional engineer and results submitted to Frederick County prior 'to pavement construction. If a PROPOSED WALL PACK LIGHT 35R 12 3 3(0 9o' OF OPEN SPACE IC3510 TOTAL 13 104 > E­4 geotechnical report has ben prepared, it should supersede the requirements in this note. DATA TRITI GENERA TION jml U) - >-4 23. Contractors shall' notify operators who maintain underground utility lines in the area of proposed excavating PROPOSED STREET NAME SIGN AL Z CLASS U S E UNITS RANGE OF RATES, TRIP RATE VPD or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROPOSED SANITARY LATERAL CLEANOUT 0 of excavation or demolition. Names and telephone numbers of the and operators underground utility lines. �D in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 222 APARTMENTS, 104 UNITS 3,00-ro,44 r0.0 r47 2 4 SANITARY MANHOLE INDENTIFIERO 0 E.. X 0 0 110 OFFICE 5LDG 4600* 2.6 3 -14ro 1-0 33 PARKING, TABULATION DENSITY CALCULATIONS STORM DRAIN STRUCTURE IDEN11FIER UNITS REQUIRED Water/Sewer: Frederick County Sanitation Authority ALLOWED - 5,5/ACRE 104 UNITS P.O. Box 1877 'Winchester, EASEMENT 25R ro a 153 PROPOSED 104 UNITS 35R 3 ro 90 ZtJ VA. 22604 r LINE TOTAL 104 243 (540) 868-1061 CENTERLINE REC BLDG 2525* l/I_r70* = I'l RECREATIONAL FACILITIES Phone: Bell -Atlantic EXISTING SPOT ELEVATION 110 TOTAL REQUIRED = 260 SPACES P.O. Box 17398 + TOTAL PROVIDED = z&t5PACES Baltimore, MID 21297 PROPOSED SPOT ELEVATION 715 1 H,C. PROVIDED = 11 SPACES PROVIDED I REC, 5LDG W/ POOL, (301) 954-6282 MISS UTILITY 1-800-257-7777 TDUCTION NOTES FCSA CONS, -11 L EXISTING TREE DRIP LINE 2 TOT LOTS W1 REC. UNIT (SEE DETAIL), PICNIC, TABLE, PARK BENCH, Power; Allegheny Power METAL GRILL, 4 TRASH RECEPTICAL P.O. Box 1458 Hagerstown, MID 21741 1. Water and sewer lines are to be constructed in accordance with these plans. The lines "Authority. EXISTING TREE a _0 15" OAK 15" PINE 1-800-654-3317 shall additionally meet all requirements of the Frederick County Sanitation PROPOSED TREE OAK Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by thl,e Authority. P.O. Box 2400 Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be -coordinated' with the U SEAL COVER SHEE T (540) 869-1111 Authority's inspector. Project Name: 4. The Sanitation Authority maintenance department is responsible for, the installation' of water meters. Before a permanent meter is set, they req�uire; 1) the frame and cover to AUTU�IN WINED AFAF�7'IENT5, 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 top of th-e cover and the, yoke bar between 18 and 211 inches; and 4) all components of the meter' box assembly to, be in Owner: Address, Including Zip Code & Telephone No. proper working order. It is the d,eveloper's,/conctractr's responsibility to have the meter 5OX3300 box assembly installed correctly. UARK D. SMITH PARI<FIELD ASSOCIATES. WINCHESTER, VA 22ro01 (540) ro(o-T-10tO LIMITS OF BITUMINOUS SURFACE 5, The Sanitation Authority shall install all woter� and sewer services thcit� connect to existing No.022837 Developer: Address, Including Zip Code & Telephone No. 6' 24' 6' MIN lines. The location of the top and the termination point of the lateral are to be (FILL) (CUT) 4' coordinated with the Authority's assistant engineer. An applicaton for services must be 200 -GOLDEN OAK COURT, SUITE 450 1 5" SM-SA made and fees parid. SHEET INDEX "0 AL NATIONAL HOU61NG CORPORATION VIRGINIA BEACH, VA 23452 -1) 4r ('15 o3-l1b10 1/4-:1 1/4": 7' ":11 ­,,4 -,z� I 6. The Sanitation Authority shall top all existing water lines. They will furnish the materials for and make the top- The contractor must make application for and pay the cost, of Engineer Certifying Plan:, Address, Including Zip Code & Telephone No. Zio this work. 151 WINDY HILL LANE �'Nmo,\ ;­ - N �\O­ COVER SHEET PLAN SHEET I OF 11 SHEET 2 OF 11 GREENLUAY ENGINEERING WINCHE5TEf;R,,VA 22ro02 8"' 21 ­B 3" BM-3 -6" 6" 7� The contractoc shall tie-in a new line to an existing manhole by core drilling the manhole. PLAN SHEET 3 OF 11 •(540) 662-41aEl LIMITS OF BASE 8. A double check valve backflow prevention assembly is to be in -stalled on do line, (fire or PLAN STORM SEWER PROFILE6 SHEET 4 OF it 5H;:�ET 5 OF 11 PROFESSIONAL SEAL & SIGNATURE AFFfROVAL "fTNAC SlTr-_ Pcm DATE: 1/23/98 LIMITS OF SUBBASE domestic) that goes _into a building. The assembly is to meet ASSE Standard No. 1015 or 1013. If the assembly is mounted inside a building, a remote readout 'is required. SANITARY SEWER PROFILES WATERLINE -PROFILES SHEET (o OF 11 SHEET -1 THESE PLANS ARE IN CONFORMANCE WITH D COUNTY OF FREDERICK STANDARDS AND SCALE: DETAILS DETAILS SHEET 6 OF ll SHEET 9OF 11 E_ ORDINANCES. ANY DEVIATION OR CHANCE IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY, AUTUMN WIND DERIVE EROSION 4 SEDIMENT CONTROL. SHEET 10 OF 11 THE ZONING ADMINISTRATOR PRIOR TO I!n. TYPICAL SECTION LANDSCAPING SHEET 11 OF 11 CONSTRUCTION. ZONING ADMINISTRATOR DATE MDS/K DP JOB NO, 2101 SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL RC-5.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF cc CF) rn In 6i (46 -C3 3z r �l U3 CD CNJ LID r-1 I - �7- POOL 4/N� DRAIN E32 + TOT Tw C) T + 54 25, 2 74 LL 4 /L w 4LI< 540 53 2 ul STREET eIGN (TYF,, 2o, INSTALLATION REQUIRr, 23 > go, PRIOR TO 138UANCE Or BUILDING PERM 2®'5NAITARY �d R E6M'T w 52 !�2 2 -7 + CO 61, FIRE LINE (TYP, f 20, 2 SERA,, CE it r W,4 � i { t I t) ( LINE (�TYF) 54 wm cc I N + + 543 + 53 ST 54 V?K 20, DUMP'S 540 4— PAD of C), (see eta 11) OD 5413 + 1> CA �Tw 55 5 u the 4 1 t F -fit �' -� ; p i + 515 562 60 + (Rgvlr=u) L f 10 N,5/, SIS PIREDEfk; LI WATERL4 / , i t ��! 0 'U0WS'DE FRIOR TO *ujANcrz EAsr=mjN, Or- LA,*0 ISTF'aU E 7) blo 140 Q LL 513 22' LZZ '3 'STORY 7� UNIT j ( TYPE ­r TtIEN SUILLDINr + 2� I " Z' 55 4 + 51R z 3 Sam + -Z U— Z w 760.40 see k 0+ 511 + WR &bv boo 1$4, d) f TYf= As I / �/ 1 12, w Bet — 595 IS) ro 0 60 r5ro— it CRITICAL SLOPE (2:0 TO BE VARIFIED BY 60IL6 ENGINEER 77 ke X X T 5 -TH -rH & F-ef t-f 7 1 c, c�E F-e i E w E c> y' ox�, PUE5"G WoP4,-'S ANC L-AMP Z. flP f�4 UO-1 f 2 3 101 WATER LINE 4 5ANIT RY SELLER nl EAS T 3 ci 41A CHAIN LINK FENCE (GREEN VINYL COATED) CN 77*-153 4)) 4- E -46 E LNE ZONZ. "02 L ZONE14L Z, ---, WATER LINE "B" IR SAN LAT 4- , ING'. 2 A c) 4W \12 611n� R-y- 12 ­,/ I-Ak4 rp R rfmt I I + ON 7 60 1 AV 71'18W Uj 12 UNIT6 4) 53.t Y + '01. 4P'4R'7-1ENr q SLOG (40 + rb —?OC- — ULAR RET INIW3 WAL X617 (F7vir:w or- r) sicN GAL ATION6, 3 OTHEFZ5,1 REQUIRED Y u u . + 3 + 754, 12, UNIT PREDER PUB c f Tj=,E " 0 1 Uk;)IKDEPT IOR TO I 5UANCE 7 4 20 OF LAND-r.>i5 IRUBANCE IFE10�11T) 20, '761-30 22, do + 20^ Q% -4 IL Uj I q) ID� -4 1 4 + -N 5's E'UALk MW DLq1P$TE PAD 20' SAN SEWER ip, 5 E5M'T <n 62to 3 + If (40 t 663 + + t + R &63 TER LINE�,, - z L 2 64 6 - 65 6 6, 3 + :6, _ 4 .'e + LA,T ---z + LX Bel 61 lu WATER PNE + STREET--DUMP6TEFGam 1�� 1-w 11, 2 Um R FAD + + 3's fA 641, TofR-r- tD - , 12 UN/7- 6 54 692 + 0) "u &4 1 USIR 3 IT M Tr UNIT t 20, 12 lt((T f GY eu 22 + 'j 666 2o, -r 1171, Ar "luiLL) N 7/ zo, eufLo �, p 0 1 1 Q' L)G -4 22' ING + H.G. fAFQKIW= &52� TYP G ETAIL FF 641 44 6 61 1 + Sk Yj 7c, 561 rob 3 641 12 + 4- LL C,4, 0 + 58— 40.0' + DO'SEFERATION BUFFER ell 3 f —T- bw.2 CQ 61 TOT Cr, 2 LOT (SEE DETAILS r 'e'] c2k-&w v 4' SIDEWALK 60 LL A 50, 5.RL. A44 r,> r 2'50'35" W 1&035' ERALE) F. V-11TN ZONE: kf= USE-;- V,4GANT -A (9 z cc LU w LU O Ln 00 cO C14 C'4 CA 00 Lo (o CA LU > Tm LU -0 to c 0 C 0-4- -C LC) CC Cq L L >< - :5- F- LL- W M 0 C: 0) > '411 0),- c Z3 z I Zw M vim. oc) N 0 O C) Z7 C s;o :2E II II QZ/ E— E-4 wo E, (D DATE: 01/23/98 S(CALE: I" = 30' DESIGNED BY: MDS/KP JOB NO" 2101 SHEET 2 OF 11 ME y 0 w w <r , TM 31 v 'o: CIAT �9 T7 7 t STD CG-11 MONUMENT SIGN ENTRANCE (SEE DETAIL) ENTRANCE 'T�� T &EPER.4TE SIGN PERMIT REQUIRED SPEED LIMIT SIGN plQq - 4B o �01 00 o -0 -000 44 �.L 5' CHAIN LINK FENCE (GREEN \,/IN'Y'L COATED) EC-1 CL-Ii `� , ! \ ,� V ----------- 0 WATER LINE "A" _---WATER L_1NE 4 64XrrAR* SEWER EA5EMEkT MATC•4/ LINE SHEET 4 0 It i 24' 5\4 w PROF CG - 12 H.C. RAMP Q3 jj 4.k j 7 PREP GS 12 /V kc, V RAH IL ti - LU x x lu w �x 7' OEM - CROSSOVER DESIGN AND IMPROVEMENTS (BY OTHERS) AS 5W-4.N ON "STAR FORT 51.15DIVI510N - U.S. ROUTE 522 IMPROVEMENTS," DATED 10/a/51 (REV, 11TI/131). FUTURE USE OF CROSSOVER 16 SUBJECT TO vDOT REvIEW AND APPROVAL. H,C. P,,4Mfz NOTE RNA,- LOG4TION OF FROP06EI) C,G-12 H.G. RAMP 5H,4LL BE DETERMINED BY VDOT 1N5f=)EGTOR. 77-1 54-((,4))-1 LE&TER A. ELLIOTT, III ist a15 D.B. &45, F.G. 905 ZONE: 52 USE: VACANT fRF-CREATIC)NAL FACILITY NOTES 1, TOT LOT CON5TRUCTION AND EQUIPMENT 51-4ALL COMPLY WITH THE U.S. CON5UMER PRODUCT SAFETY 6TANDARD5, 2, POOL DIMENSIONS 51-iOlt�l HEREON ARE TO BE IN GENERAL C0t,FOfQ!MAN(--E WITH FINAL ARCHITECTURAL DRAWI?',*5- 3. THE RECREATION BUILDING AND POOL ARE COMMUNITY FAX--ILIT!E5 LIMITED TO THE USE OF TH05E RE51DENT5 WITHIN TWi,5 DEVELOPMENT. THE RECREATION BUILDING 5HALL CONTAIN RENTAL OFFICE, EXERC15E, COMMUNITY, LAUNDRY, AND MAINTENANCE ROOMS. 5EE ARCHITECTURAL C)RAWIW-%5 FOR DETAILS. 0 z ix ui ui z Q) m 0 00 >n (C) C4 - C14 'D OL mLO 0 (14 Lu Ln ui(D 0 �t CL x LL- V) cf) L- w 0 b-I V) 0 z z 0 LLJ IN I DATE: 01/23/98 1 SCALE: 1" = 30' DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 3 OF II C-) 0 ct cn 0 CU co 3. d u co m cu Ij 0 Lo Cll C m O CD n I— w w cn Cr Q cc m N Lo O co Qo N `+ N I N 00 to 0) L O I => 'q-N in a) Q I o0 a L' �X �< 770 760C Qom? 0 INN c a CT L cn O ii W [� > w � Q ci NIA �Ca ,- � z � C� ; 0 7W Q H > Q � d Z U �w �— cz DATE: JAN .23, I`DDa SCALE: A5 5 HPW N otou It,�o 2tOO 3 `'1+- r��t (too Zfi� Dt� I'��' G't� (tlx� DESIGNED BY: JOB N0. STe>P-KA �E\/VEF- PF-oF►LES SGA 1-E I " = 50' H oF?-Z _ I " = 5' V E P-T . SHEET S OF It O %sZ N 750 -70 6 2iAl — - —� - Lp IF LA J w 4 , I / 760 d z 76— 7EW 7 + GI,Ey. Go 5PA I-olN u ' 'J ✓ '' IJ- - _ — I 3x-TTC*A 735 7 3 u3 r' r z J -lg' - 8" Pao N N o. 7 y + D. j _ � o ® C' 0 � � � U1 r I Z r Z ZLU Z 4 n a o g o m _ o z �� = 0 S �_ o z °�LL a 3 7-q� z r` r V' N . _ 0 NN 74o N N ? d d #� r ' �QI d� V\ U, ; i °° N rn r Z C Z x X o$ Z N N X Z I' tQ- I� e� ,. W 4_ I r . 1 r Q _ �1 „ ° w t6 \p w ui „ w L N C1 Nj� 1 r�� >Z N r 3 = J �ZZ� -� d- W LU Z11 Z_ ,, p �� �� p 3 Z��� .. �` a. 9� �Z1 3 k k >z0J + + N "-ID 4 0 0 �- - Q _ c0 _= W lU Z z_ o 0 p 0 �ZZ� _ 7? n 9 o N $ ��'�� �Q_ _ N rr r + N 4- + + - ± E31Z I PG E FF2-vFi E - - _ _ - O Q p Q SGA I- I "= 5D' H _ Rz . I " 5' VEFR•T. 13 f l 5 I b t-c� I l a o I o l D o Z 00 Fl (� E GoN' ) AN ITA 'i�Eva! F2- P� tc.5 �A (TAF-- SE W� PFW (LE I Zo sPaN 5 C-A 1, E : (" 50' H©�z . I " ' S' V fZT 5GALE . I", 5,�' Hors-Z (° = S' ve FZ-T. �GA(,C 1. (" 5 I-GoR-Z I " = ra' V E T I -74-7. ao I C-X N `fl I G 7 PrA (` (AR .p r Fc-1 ifr-! G „ ( ►` r� r o d — N 13FZIPGfp PETA p Z �z �• 77 N 6 F- ri p i -— ----- 0 MIfJ ,, ' 0 75 S — OF i1 — i C" E"jF-IE�T yTEEL GA AN EME M ILTrj) -�K p'_ 8" p G O. o o �Z 10. g"Pv 70, + -' Z - N -- N # I m m l Q Z W 44 �. x = — Lz g N dr1 0 �� -�, m N N 8 ?? I N N I N 6� I Q cy �9 m dt-� I t-ao Z•+-a� 3+� �-c5+� 6+� 7+t� B roe �tt� A N I T A I2 E R- F F I l_ E SGA1--G I "= 50' HoP- Z . -4w-- s-'3 FT 79-fc,. &�> - 7-+ 1. c-,-c.- ::Z� M�� Fc;crf l NG PE SIGN D'>' o TH F.R 5 Iatpo II-f-oo IZtz IZ+Sv n+oo I�a� �A N 17A F-`� S E W S t2 P f� F l L t✓ V E FzT. N O U-) o0 —} N N I N 00 Ln J °, 1 1 Q > N IN _ Ln T� �I o c o c o It �Ln U � X I<i V) co c o w cn 0 N z Z w Z W ' L U- I k�a to (I � Q '� N i N C,IriIA i' eya cl� co Rs.. d -_ � Z� ..Al z Lij lU d Z 11) U � 04 7 U4 0-4 Qz 0:D O C) U 1—t Z U Q � Z Q �+l GATE: JAW. Z3, ITD5 ! SCALE: AS �-I-� DESIGNED BY: JOB NO. SHEET d, OF 11 00 rn rn m ("i 0 LD 0 ry- CD I w w cc Fr H J 750 74c, 7 3o Z 3 N / EX. GLADE EX I'7-TING GOAD Pf�P- -7 7 PP•oP. GP -Apt _- EX. G P-A Me \ I' P-r� P. F 7U tZE AD �I i Q'OP' 7 6 0 760 S" F2 SDI W \ .- > 755 Cov t2- LA ID I$` j P' \ PPr, GP E O N EX. G DE aL 750 M11�1. T. _ - - -- -755 _ u� 49vER ? W U) Q GoIJER \ -- - - --- LL � 10 M l` W \ :z = \� •75 0 - N Z - Q y x W ° 4�Pn P. " _ W { u (" N Q Z - z X � z ct u % it �� Z F�- - u, X �- `� k W_ ,ll z ,e a y Q > tv u� I .9 z w ." F W m J ? Q J off. tD VC _ : 79-5 t� ---- — � N CA � - d -j v � r Z W N z �� � m �� >L r Q N y> d� a.I r z x z �` d� '. zw z � m I- = Z N x ++ Q Q � dJ dA Q �� K D Q ° N ° N N Q d- - l0 _- ,, 7 cA = z _ �(u��' dS _ -- — O z g �- Nit 4) 0 11 ,� ,t �' �` to d i� �` �` �� m '' m — .Q if ► VVA-f f�-- L 1 N D �- � + N o r to N m ro m m 61 Q + +- 0 N + + " _ „ WA E Iz l.._ I (N E " F3 ' � _ P P-6:" I L. E WATE P- L I N E PPa I L E S AL-e = I" = 5©` He�R VERY. GALS: {" = 50' !-foRZ. " — l 5 ve f-T. /\ \ EX. GRADE \ i - .Q r - �' /7 ,� r 24 S•TE GA �i E tA 6 N r THoD CS E D E l- -5 [ { EE T 8 OF I ZL W 9 _ -4" Z ? N w Ill k r J > tJ W e} p W �J �" W X X= Q m m x W 8 z m o Q ,i i, If1 ,� o } x c1J Q N Z '� (z0 1A 4- X Lb w JU It It + - - N (V . N �-LtN 5+o, -7+ oo WA -TER- SINE A " S G A I.- E ( " = 50 ' t-10 12 z - 'EtZ .7,>F 5' vERT N O In 00 N d- N I N c '- 6 .s In t> J C 1 N _ In �O _ U) � o It d In U X L 0) a 0)L c D o W Co z Q w !L U 0 H IL Q Z O ::D Q4 Z oO L� CJ 04 DATE: JA N, z3� 11"G SCALE: Ay SHowN Stc Jtcr� Io+eao l(+oo I�+oo 13+coo 14+ao 15t� DESIGNED BY: P �-oJOB N0. F I L E I " = 5' V E Iz-7. SHEET -7 OF 11 O 00 m cv 0 o-i CU r, C a� r- Ir w a 0 U m v 0 CD 0 "NISH #10 AWIC OR. —I — ( 2. LKCA wve 'A A X 4' mace ;ty. yP1"E _j �f,_et"a�. caw-" •,ax.t � y�rAr,. r,�biFs �" ,� � � t SIDE ELEVATION flll sat. �-- "I 0fl- s iaP.�« ic1L.T%R M 4iEGt'. BALnF'°+t. AND COMPA�? ? EI( su m TO b'UnS AND BX7` ND THE kY.CAVhTE0 ,'-'U. ai . I• S :YS IT aTTO THE 'STr 14L .(97kb[ .w',aN�"fir7E � 70 SSBF&}+T ar se [rec :.a s 11 All �'i.�altil VIEW ,a:1rk*taa ,..ivafS.i'C, SECTION A -A 1 - _ Py,,H,grc; A 3.,Y)VLD BE 4I1a41 k ''MAN PoIr R. SECTION tx"IONT EL,uk4TIOY) F..4.41,° ;,.`,'k '41- ✓ 1 i ROADWAY FIXTURE (25' A.F.G.) 1..._.__ ROUND TAPERED ALUMINUM MMNT(NG ARM, 6' �ONG. ----�-30'-(r TAPIERED CONCRETE POLE NATURAL FINISH OR AS SPECIFIED BY OWNER, EPA RAPED FOR ONE ROADWAY FIXTURE AND MOUNTING ARM AT 10OMPH "NO WIN 30% GUST uONDU1T AND WNMG AS REWIRED. ENCASE IN 3" CONCRETE ENVELOPE. \--OOMPACT'ED CRUSHED STONE 3/4-"t0' NIPPER OR, ROD ROADWAY -FIXTURE hd NTi G DETAIL NOT TO SCALE 7 1 f 4' --a.f 13• .� 1 9" LIGHT FIXTURE DETAIL [ NOT 10 SCALE WALL PACK (FIXTURt$ 11-b6) 150*. GASKETED PRISMATIC LENS, KEAT AND SlrWK RESISTANT, DIE CAST AkiJUM UM I40ugNG. 8RONZE FHSH OR AS SPECIFY BY O*WFR, VANDAL RESISTANT, WET LABEL. COLD TEMPERATURE BALLAST, PROVIDE PHOTO C111- CONTROL. SILT FENCE CULVERT INLET PROTECTION EFIQIYIl - ------ - InEOFFu� ------- — I. OMER 1 � TaE a FILL su H3" f) L�DKINICE 6 C MNYIM IF FlDV * F DW OPTIONAL STONE COMBINATION I I 1.6 RM e =x TKO T90.T�F�M' {p�y10E' N1411� GA95 I RPRIP HIM V1100ffY OF FLOW 5 FJIPEf 10 SOURCE: FOAMED h— VM gwid rd 9r4 mA %L DW PLATE. 3.08-1 RRmER PIPET OUI'LE'T COAID[TIONS .A A1PE OUTLET TO FLAT LkEA WITH NO DEVfNELI :HAWEL 1 Mr--M 1 F F. A A ado (k1N.) ---- - --_-'-_` - PIPE OUMT TO WELL DEFINED CHANNEL PLAN VIEW f d SECTION A --A FILTER CLOTH KEY tN W—V' 14CCOMM900E:D FOR ENT= PMMi1'ER tC 1 APRON LINING MAY OF RIPRAP, GROUTED RIPRAP GAHION BASKET, oR CONCIRMTE e La 18 THE LENGTH Of THE RIPRAP APRON AS Q4trV1:ATVD USING PLATES 3,15--3 AND 3. 18 4 1 d = 15 TIMES THE MAXIMUM SCONE DIAMETER, BUT NOT I LESS THAN a INCHES IGHT FIXTURE DETAIL NOT TO SCAM L COBRA MEAD ROADWAY FIXTURE (FIXTURES 1-10 2C)0W HIPS. ANSI S50VA 250 LAMP. TYPE it SEMI CUTOFF DISTRIBUTION. GASKETED LENS, NEAT AND SMOCK RESISTANT PRISMATIC TIE#'ERIE6 GLASS TENS, DOE -CAST ALUMOM HOUSING. GRAY OR AS SPECIFIED BY OWNE4, WET LAr EL COLD TEUPERATURE BALLAST PROVIOE PHOTO CELL CONTROL -�"1r'XENT PI1t7' F ret{ _;cREC. Wa:Fnr r� a: x�.;�ie14 •�Y��s�1`L4aY jlils M r klf.01 O ,NVIU PR(Y!WI 0X 1S AP71,_ACA,9 8 AT <`e3n I?:l.a WIMRF; AN OVEfiFWV NCvABfl3TY IS NEC&SS.HR' TO 1 EVEM 4T EVE-10rve P0140ZNG L`+i YRGtvi"'01 TSE, GRAVEL SMALL. OF VDOT 0• GR #6 +uOM"S AGGMGATE, OIAZC : VA 31 C KA'aF: 1a.0?r--I$ 0' WTWC �����.5.+r6UR���iAt��TR.pEATED GtJ MP"STER A o WI?M GATE "T / a OL to" $TEFL GIuAIRD POET a ,,poi Pit I ED UN'Ttd C40NC:I1111ETE 4 ,f a a PCs-2 �k a a1: A 4 a /s, a 4 4 9 a 4. a a a 4 c a a 4 a G v a a 51 04-b A �� it `'F II CONCRETE ry !a .:A, A AS, " 3000 psi W1 F 15ER 4" 21-5 5,4SE STONE SIDEWALK SECTION 1.5115t-1-2A 3 15"i - 2 5" 21-5 5A5E STONE ENTRANCE F1AvE1'1ENT SECTION (5A5ED ON C5R-6) 7-& 1 a . a A .:. 5'' CONCRETE ri.era arm . ` 3000 p51 , •'aWITN 1-IE5H � 4" 21-5 5,45E STONE DUl,IF'STER 1=AD SECTION �M - ZA " 21-5 5,45E 5TONE FARKING AREA f=AVEMENT SECTION (54SED ON CSR-&) 6 I Z' 2-At T-(P- I GLEE DETAIL- AF-EA T`/rICAI_ F'yAD 5EC- ToN " A- A It ( NoT Tc, S GA L. G- 5' min pavement ` ; 5' min. 36" min. I sond fill M All MS Lsteel casing pipe carrier pipe spacers - 3 sets bricked or tunnel liner per pipe length, up ends (see note) NOTE: - - separation of carrier pipe from casing pipe shall be by *niter: 1 pressure treated lumber fastened to piping by stainiess steel stropping or; 2. manufactured steel and/or plastic casing spacers ( 4" width ) SECTION 4.ir1 SIZES REQUIRED 6" CARRIER PIPE CASING PIPE WALL 24' pK t� �.� C) I. h"ht can be adjusted to 4 .or less........ 12 .250 obtain correct percent slope 6 16 .250 TIMBER SKID 8 .................. 18 .375 10 20 .375 12 .................. 24 .................. .375 WATER SERVICE LATERALS: a) casing pipe shall be SCH 40 PVC or SDR 21 14 .................. 24 ,. ....... .375 15 .................. 24 .................. .375 b) Z diameter pipe for 3/4' dr 1" sevice lines 16 30 .500 c) 6" diamenter pipe for 2" service lines 18 .................. 30 .,,... .500 d) no spacers or sand fill to be installed 20 .... . ............. 36 ............. .500 21 .................. 36 .................. .500 24 36 .500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 bE�TA tL A fit' /A JOINT `iEAL,ER- GoN FoP-�/f To \./DOT FA V E M E N 7 _Tt ot-1 I;?-1 7- 1.5A`7M_7-A 1' 3" e5 M - Z 8" �I- f3 BASE ovaFLL.AP 1EX.PAVEMCt4T MIN . I INGH PAVEM EN-T GLAND, ©VEP--A P M.J. F17 T1NW AND D.I. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS WATER STREAM CROSSING Flpure 4 Z_ LiJ in L.LJ Go Z N � N I C� N a 00 N Z L-Li C '- U.S J 0) CIA �-- = > ,4- _ In r,, Z C 0 oIt LAJ aX �x ca `r' C-� rn 1n m � o Q� INV C: �> o Ld to 0 0 U' 00 x No �--� 0 0 VJ z V_ ._1 w < (�f w boot U0­4 Q C4> � E— �, v\ w ��-�- W ILL b-4 Ix % W 6.sa. S`q ■ DATE: JA N. Z3 F tonne, SCALE: MIA DESIGNED BY: JOB NO. SHEET S OF 11 C-) rn _rn Ci cv v CID cv C ro CD 3 0 n Cn 0 r, R, 3 0 Slanted Ladder 1 Curved Climber Vertical Ladder i� �l 4'x4'x5 Wx4'x3' Wx4'x4' Play Platform Play Platform Play Platform ri �l 10' Inclined Monkey Ban Area Required. 30' x 40' Border requirements 140 Ln. Ft Medium required 20 Cu. Yds. or 30.5 Ton 14' Overused with 3 Belt Swings u' 1V Commercial Infant Swing Seats Double Wall or a combination Slide of seats Designed by Fun W Ploy, Inc. Newport News, VA. i I' Ahr toe 00 COflCr !afr We _+A ���• `m+a#ldXatlFlltlA ,• � � Eck �7t`1A+irIMg1 tttrtat btodt 1 - crass bertdt lobe Ir oaltperAad 21-K TRENCH & SEDDWti F� 1 trarich wtto e" Ae. 600" 40 ? stair pipe also we sax islet era pakMaO rTj 0-1 0 Ir dia. aoncreM �..-r— BQ.tLeSt].GTGI�iL direction at setting to be approved prior to rrstallaw I u reenird r owcrMs pad V ar sq• x r deep screw type va�Me boa wow pee nl1111C fioslplea N" t. IWO or braftaA FIRE HYDRANT ASSEMBLY Figure Y Top VIEW ,r-o• MONUMENT Sites elw•Mgsell• w-r•�,•+a• maimeweso-d ' �wansw Now s�a�s�illf� rM • srrlsla/e w loll to aann•a •a•wl a •am•••ltr axa"w• Mr. I r "1A.4► tr We wN" •sa ew fess We spew "r•re."Ar4 raa. N. OMW'G'A"arJNm 'y. !r ""an M rr"V 20"'ae• we ur•ara•w oa W r>r+r•, a wan o• abet udiw tw A. s.c e�noalww rtrlafr!ae"ft• nmonm am 1M 110t9t111TAL Ytia UST BLOCK$ dia I>+iays Mrya• a Tea 1t yr own car e•rlts w ariew tleraf C A r y.fr eras v liar T-C O 1r Q4r V 1'-r Oar r4r r' P•r er t t o r rr r oar a t?Rut,, 1` r4' 1•r tar 1,W r-W t'Ar Tar lrr4r sat' 114' 114, 1•a' 210 r r4 1 t1_r r•o tvr f`O• tL` ?all' 1`ar 1rt' -W 1'4r 1•r r•a' r1'4' rrr4r 4 ear 1 r z s t 4r ar pis. A am ewe Irer ant rNrrr a a•.eM ••".l YMlla. ter ra aWt soo Aac tr a u m ♦ rtl..A= 3 mane a afr. r.W ♦ aY•s•r 't. i t sr i II •� TM sa+aaerl•e •t . to e 1.1 L3 for it 1.2 I1 2A it t o tit 11 eliAlt 8E Tf4E tAMIE it as 11 3S 7.a ASPtlArtthttfapttTrtLelENoe, W ota Ls ►.t tr iA 12 &S Air as 4.a 74 `t ONt ill! M T om' BLOCKING Plrwe 2 malhofe frame ti cover — t a for welNe lid l baled water } i 7 wear j.l'6-.V1 / -` V min. (sewer) sewer rnarltrale ./' vdYe bell valve ooft sadian cap. slop (fip x mPi te: • • Dr#rs . . sattiili gist ' : •:: •' .: • :' : � ' .' to theeda rx rx row blade ;• r COUSINATION AIR RELEASIR AND AIR VACUUM VALVE Figure 11 Sara actor CAP SiDE VIEW AS W &V OWRSl2F AVnaG C 8*CW wiN (wAarw%, <wvr PROW 2-8 ,r6•.9'-n r A ammiG 9t.00NS-'row S"ov COW704Cr J%w CGWSix Am trKA170V (+l-1v aesuvs �r cacrry r)N6 fW M*G OASt t Cat,% V aratoc T min, ♦rnant 5" mm. 3C min. sand fill -steel ccwng p+pe -Darner pipe sx'D♦"e - 3 ,etll -arcked per ptpe 'ength. up ands or tunnel few (see note} NOTE: separation of carrier pipe from casing pipe shall be by either: 1. pressure treated lumber fastened to piping by stainless steel ! strapping or. 2. manufactured steel and/or plastic cooing spacers ( 4' width } SECTION 4'* ,;LIZES R•EOUI13 1 s' CARS MtC PIPE CAS�PFE r►aG S (1)2r ♦ height con be adjusted to 4 or loss........ 12 .................. .250 obtain correct percent slope 6 .................. 16 .................. .250 TIMBER SKID e ................ 18 — ............... .375 10 .................. 20 .................. .375 WATER SER ACE LATSULS: 12 24 .... .... 37S 4*"pipe shdfl be SCH 40 PVC or SW 21 14 .................. 24 373 1a" ,a++smeter pipe for 3/r fr t' s♦wice 000111 15 ..........., ". 24.......... ....... .375 16 7t1 r q-) jr diamenter pipe for x service lines 16 .......... ..... 30 .................. .500 d) no spacers or sond till to be instailled 20 .................. 36 .................. .500 21 —........... ... 36 .................. .500 24 ._ ............ 36 .................. .500 (for tavgttr pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 mod elavrx a 4l we" in po weext ansell uttss• dralrw w avrsllad lop shot be sat Or am so" wags+n asssirwa anal ayw. rod jawr r awa- OOOONdW ID awltiaM -- - 4 boas We do adywmons Mps (1 r aloe i r mas. _,T wciT1K-tad r Trcrt6•fiP) Psi JI . p nw 301 mooft #vpwtn tx•lala♦n par. area an 400 ♦rontor rice d� pu+ls Iwo we I* to oaiwis it zp �_- vnasM tit. _.,,,. _� so alarVntle asniecou" N bit by ewe. •I..w kw.nmrwwrapawwe ro rien. awlsaer Oaneltlon kl p W. ir-W Ri�L. . rap of b.nc ►wall 91e18 baegrll d alefrrda { .t.... "r\e Male ebv as to local didif" „♦ Sit' lop d pips r t NOTES: t motiole seseona ahao haw an ♦ wnef mrlois of R+P4a b Wsnieasc wow Pslaitty Pna 18 4wallwon. 2. a •dam of wesan swAsde tea as:hw us♦ oarssaw,aE.tnwat Moe wish • rnwb ooawe d 4 dd mrrwl.+tarna.+rray a by w+n. tsysrrv,+w+sNrNrans, ! :4le� aroune tnarYv>14a bcud s+ >kr,taeew d•MrNt $• '41at w iw•e on eflstow marr•oir is R arena aitf�lliRle lTAf IO�WIO 1tAtM'106i none METER BOX HARDWARE SERVICE PIPING DIA. METER SIZE YOKE � METER I BOX 1 DW METER BOX COVER 3/4" 5/8" x3/4" (20 gpm) Ford Y502 18 in ( non-tratfic Ford C32 trotfic Ford C32H 1" 5/8" x3/4' (20 gpm) Ford Y504 24 in. Ford no. 30 monitor cover W RML-12 to lid *' 1" 3/4" (30 gpm) Ford Y504 24 in Ford no. 30 monitor *� Cover W/ RML-12 to lie 1" 1" (50 gpm) ord Y5 4 24 in. _ Ford no. 30 monitor Gaver w RML--12 to lid e' (* 1. In non -traffic area - 12" thick polyethelene plostic In troffiC area - reinforced concrete with 3" thick walls treated 2'� 4' with 2. In traffic area - 3/4" x ST steel plate with 22" dia. to pa ittod blue centered opening and tar coated both sides is to be r placed between lid and reinforced concrete box. cover meter 1 set above fin. grade prior Id varies as required i to sodding I _A Corporation stop 3" stone beading ttf -21' meter by F.C.S.A surrounding box �=� meter Goa I 3TI deep angle check. 36'min. with drain vu, 4�+ 6"min. It yak. - type K copper tubing, continuous 1t water without mrints from ` 2 ft �- main to meter main 6" stone bedding METER SETTiNG FARTS line size meter size fake on ie yoke ball valve angle check valve expansion wheel 3/4" 5/fl`0/e Y502 9"4-223W HHCA94-323TD-G EC--25 1' 3/4' Y504 8A94-34•"tW Hf1CA94-323TD-G EC- 23 1" 1" Y504 BA94-444W HHCA94-444TD-G EC -+ INSTALLATION NOTES: 1. Exact locotion of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 2" dia. SCH40 PVC or SOR21 piping. The piping shall run from one foot beyond sidewalk, across the cop3/4p typo K per for transition to meter setting as required - curb & gutter I street --r•t M 0 1 a` to bock of 0' sidewalk �c 1' hype • copper • Tr 'f v street, to one foot beyond sidewalk. single meter instaltatitan - 1`x3/4" wye DUAL METER INSTALLATION 5/8", 3/4" & 1" METER INSTALLATION Figure 5 AMENDMENT NO. APRIL ' 14'4 cost in place access door, centered in t p so* note 1� vanes 2' max. at property line (see note 2) roadway box 2' typo K copper tubing (no joints from main to curb stag) saddle with corporation stop water main ball valve curb stop with FIP ends, with r gate valve operating nut CUTOUT DETAIL typical f0fu FC rfH 77 HC-156 -lw 4USlorn *Utter (molter by FCSA) �tanaafa !tot top for 4' diameter fnantw90 hn,unua grade 3' riser liectian for 4' j�orneita manhale with cutouts "4-solid support trtocka under custom aetter 6" stone bedoiny NOTES: t. Access door shall be by KaNrdoy Products or our approved equal a) in non -traffic area - model no, SiR3030 b) in traffic area ^ rndaWl no. H1R2424 2. Water service crossiny street shun ba encoeed in 6" dia. SCH40 PVC or S08W I ptping. The piping shall run from one toot beyond sidewalk. across the street. to rant tout beyond &Wewq*. 1 1 /2Y" and 2" METER INSTALLATION Figure 6 AMENDMIENT NO. 2 - APRIL 1997 r G Sf Six+ 35 Vqw by W 9+ soft 21 gla OANMd beg 46• bard bad 2*00 Wear pee I t soft 36 rx r __SDR 21 gasketed "skoled bell *W p" and *NVS Prop4MY line I,_,r pipe at 2.00% nininrin Wade GRAVITY SEWER SERVICE LATERAL FfWt4fs till sCH 40 Solvent wow cap T tr e.aaneu e x . mow.. top r poured green —standard manhole 2'O" min i � 3 i 1 \,M1 `...... `r Wye wood spacers stainless steel straps at 2 ft. intervals tamped stone bowler it Wminimum Geyor,a ptulny) ;?--- support tooter/blue k 6 stone NOTE: bedding 1. fittings and pipe for drop to be some r i c as incoming sewer 2. no inside drop allowed DROP MANHOLE Figure 13 AMENDMENT NO. 1 - JANS'JARY 1996 AMENDMENT NO 2 - APRIL 1997 concrete pad V-6' sq. x 6' deep -- screw a1 Naubw Volvo boo locator peg r °tee" 8'x 8'x 16' solid block (for voiv♦s 12" snd isrger) GATE VALVE >� case Non daenoke cap watt broas 04 hsysp a ocuraersunk sfp cos her. Permits Malty PA4SV-CSK (4') Parolee Modal PA66V•CSK (41 finrghed rode �. `wars concrete 3111111111 pad 20-x xtnl 1r deep I d"M 1` I r bole ciserlo t pipe sanitary soft tf ssw4x rlloh 46' band �_ r slang lxltM6fle NOTE : YV1Nss k+rlalrN ifMwai 1s a,weeds 29 a dsomill stale+ NJ wo be iMNMtlstl do* properly oft SEWER CLEANOUT Fwas 17 new mannote base section existing kne - I stub 3-5 ft. existing line I .. « rirp8tr rn�nxvtre inn snr�lnKxtnsAinw .:x.nw� Mxtn coupling I ( 6" scone bedding section of line to be reinoved CUT IN barrel section remove F YNRlAn _,^_ ;'v, 6" storw bending 1. sat boron section over existing kfie 2. pour ►ill name base and ow,-rt 3. remove FOp tiedlott of exislog sewer line to form agar► channel DOG HOUSE NEW MANHOLE ON EXISTI N.-I LFNE Figure 14 err U9 Z Z W N Lo 00 N •E i 00 o.� J tT � N W =' L0N r` ui N O �t 0_ C) Q) X N O C L c 3 W (n J Z 0 VN Z by Q Z W W Q 4, W W � (\ d l Q � h � i(i t 1A �� = r� © N O i�---•�a ',-I I--i I_"'1 Q Q W it DATE: 01 /23/98 SCALE: H I A DESIGNED BY: MD S/KP JOB NO. 2101 SHEET 9 OF 11 U W m rn co 0 66 CU 6j CD t` Cll DJ n En CD 3 O 4 dli i /jj _-.�� .+ram' ,,.,..._.._._ _.,= r/ � •-''- f^ _..-.•- '".-'"".f, ....� r, r� �- / .i'-' ""_ - ..._-- "'.' -- � � i • � � � t 4 �� E ,_ -•-= �,. ! � -"` _.-- — ! -' „� _ -- -_ __�-. = / j/� /' _` `.-- /- � _„ice+( � r � ;' t >/ r t ` � � , i �\ �- - .• � / ,_ ,.. � ',. /; _�,,.. ¢,ir'---'1 % r r i%'/ —� '•� w,,,i %/ � ' 1 � \ -y' "f' / �T � � ' � ` it y4 fJ t g 1 / 1.7 i' r _50- 4852 r- ti� 1 1 1 � f ' i 1 I ` t �'`� Y. IP 3m ,48 f oTE AT THC- , y t k J 12 N-1'2 '23 . ' l f J� 1. \. f11 i i �:•i � ;t bt :;' {�I x V. P aim , � ••'•:i i+ f'.-•._. F (J I (M t 7 E I: }} r r ��' 1j% �I r. 1 �% � r .•r r N 41F •THE Fl`-EPEP•I Jt2 InsC PT. -i"F-1 p- (_I NC--S Ap-e Lo ATLj� ` (3E(�v�/: JJ -TE E R-T F IZ- T H E S-T ,wig 1: ; • , >ND A NTHE GU VC-f2 T A DJi1GEN I. •j vWA7C 1 ' A t_.t.,q Tt oN of -TH � SY�ti � +(::> MU -T 6C- A FI 5T 4-Top IN -TH(i �Qt.IEN E . THE FoF to 1-fH E I F�-AGTo MUST I ST/# tr TH 1. 5 vY,o,T!_ fZ AND ? oi= _T 4C �i 1 it If " It r, f , y '1. ( ( r ++L r rl , Ji �iEpIMEN7 EM51N WET 5Tc>P-AGE = 17, Zcac> F T• 3 DR-'(S To FZ-A G E = 17, Zoo FT 3 WET SToP-AC F: = 17, Zen F T. 3 DR`(STc *zAGsE = + lco, o©o FT. 3 RI P- RA P r_1 l_ TE fR- R�TTvr.,t of -- PR.oPeo s e D S WM PoN D q' pp,�p . 36 C7V6:P-1716 DESIGNED �7WNt POND Bi 2' INSIDE THE �44 P�PoSED coNToc1R-- L (N E . F-I P- P-A P F (L.7E Fz- PE -TA I L ( N0T To SGA L E EP,-2514PN ANP 5ECa1MENTGINTtLtf:)L— t,EG2NP EPPoPoSED INLET PPaTF�TIoN OPP%2P4r_15ED oUTL-ET PP-z5:)TEGTI oN OFp-opoSED P EFLf IANeNT Gi EE DI NG PpoPoSEP SII_TFE�tyGE PP0P05EP 5ED(MENT F3A5(0 ® PFav"ED R-1 P - RAP f;:� I c___TE Fz- r :E) PP-oPosED GoNSTFZuGTt o N EHTFz-A N G E z i w LU LU z z W N o LC) 00 N N ::� I Q) O c •- � N (o Ln U ,E J & 1 I N W= �, LU+ C C O O 't d C9 U �1 �x c :3 w cn 0 00 a CD N Mo O 0 w i DATE: 1 /23/98 1 SCALE: 1" = 50' THISeiHEETTD5E C-t5ED FtOFL. E tZOs l 0 N AND DESIGNED BY: MDS/KP JOB N0. 2101 SEDIMENT CPtOtA7"PoL CI N L . SHEET OF II GENERAL NOTES VDOT CENERAL NOTE' LEGEND VICINITY MAP EXISTING INTERMEDIATE CONTOUR - - - -._ _ 33 -- - SCALE 1"= 2000' 1' Methods and materials used in the construction of the improvements herein shall conform to ,the current P V1. All work on this project shall conform to the latest editions of the Virginia Department of P J 9 P EXiSTING.INDEX� CONTOUR , 330 County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) (Road and Bridge Specifications, and Standards, The Virginia Erosion 40 ROUTE 31 M.easures including detention basins during and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR EX E/P W • 2. `• to control erosion and siltation, ponds serving as silt construction, be d to issuance of the site development ermit. The th laps in a I pp icable. In the event of conflict between any of these standard's, specifications or EXISTING EDGE OF PAVEMENT - _�__ - -___ Ug • '. r yr ed prior of se' n wa must p o p e p pe p o y approval the developer his the in the Virginia Siltation Erosion Alan's; the most stringent shall govern. PROPOSED EDGE OF PAVEMENT PROP E/P �rF "® relieves ,or agent of responsibilities contained and C&G ,Q Control Handbook. V2. All construction shall comply with the latest U.S. De Department of Labor Occu Occupational P P EXISTING CURB AND GUTTER - ._ __ - . __EX - 3. A ermit permit must be obtained from the Office of the Resident. Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules •& Regulations. PROP C&GSam Q� (VDOT) and Frederick County prior to construction in existing State right-of-way. PROPOSED CURB AND GUTTER &UNWY&1[)E LU V3. When working on VDOT right-of-way, ,all traffic control, whether permanent or temporary, CG-6 CG-6R � ao .4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is 1 shall be in accordance with the current edition of VDOT's work area protection manual. - - TRANSITION FROM CG 6 TO CG 6R - _ required under State law. Furthermore, .all traffic control fl.aggers must be certified in accordance with VDOT s ' T \ DE = C/r7 \C't cv N 00 5. The exact location of all guard rails will be determined by VDOT personnel.. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE e Q/AIC �rr �� ��SrF C ° Q with the Developer, County Representatives, -and Representatives of the Virginia Department of Transportation features to to traffic PROPOSED TELEPHONE LINE T T �\ J i?, I I (VDOT) to determiri-e, if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design relating construction or regulation, control and safety of may EX. 15" RCP �` J�• _ > CIA responsible for providing guardrail and awed ditches <as determined b' this joint inspection," Refer to A R 9 9 P Y ) P be sub feet to change as deemed necessary by VDOT. EXISTING STORM SEWER _ UJ LO r- Virginia Department of Transportation (VDOT) Guard Rail and, Paved Ditch Specifications. PROP. 15 RCP -� ,, �, +, C o V5.. Prior" to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER UJ C En 0I. 6. approved, set of plans, and all applicable permits must be available at the construction site. Also, a land use permits for am work on VDOT right-of-way. P y s C Ln representative of th.e ,°d.eveloper must be available at afl. times. EXISTING SANITARY SEWER PROJECT INFORMA TION pin r a a) _ x 7: Warning 'signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g g V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER `� LOT SHOWN Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE P contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuita'bie material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE r STREET ADDRESS 0 V, embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for 0 o\ 9: All pavement section s on the approved plans are based on a minimum CBR value of 10. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING, GAS LINE MAGISTERIAL• DISTRICT GAINESBORO o, > than 10 will require revised pavement section. prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE G G PARCEL IDENTIFICATION NO. : TM 53-((A))-60 3 w 10. All roadside ditches .at grades of more than 5% s hall be paved with cement concrete to the limits Indicated V8. The. Contractor will be responsible for maintainin ade uate access to the. ro'ect from the P g q P 1 LOT AREA le.06 ACRES on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE _ _ DISTURBED AREA 13 ACRES in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE -► - -► - - CURRENT ZONING RP/52 11.. All springs shall, be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained be minimum 61diameter and conform to VDOT standard S134, through construction. FENCELINE * * * * CURRENT USE VACANT 12 Construction debris .shall be containerized in accordance with the Virginia Litter Control Act; no Less than EXISTING POWER POLE PROPOSED USE GARDEN APARTMENTS one fitter receptacle shall be provided at the construction site. V9, Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE SETBACKS = BUILDING: RP FRONT: FROM ROAD R/W: 35' FROM PARKING AREA: 20' Z z 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to T SIDE: 50' 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existingor proposed VDOT right-of-way are to have P P 9 Y EXISTING WATERLINE W/ TEE REAR: 50 - F O '. whatever measures are necessary to insure that the streets are maintained in a clean mud and dust free Y • p ailed under roadway drainage facilities. minimum 36 cover and, when possible, to be. installed PROPOSED WATERLINE W/ TEE ,� a �T� w w (n - U i condition at,' all times. BUILDING: B2 FRONT: FROM ROAD R/W: 50' > 1=4, * Notification shall be given to the appropriate, utilit com an prior to construction of water and/or sanitary 9Y company P / Y V11. An unusual subsurface conditions encountered during the course of construction shall be Y PROPOSED FI'RE'HYDRANT cSa SIDE: 0' REAR: 0' W z S " sewer lines., 'Information should also -be. obtained from the appropriate authorit concerningpermits, cut y P immediately brought to the attention of the engineer and VDOT. Work shall cease in that O U sheets, an.d connections to existing lines. vicinity until. an adequate design- can be determined b the engineer and approved b VDOT. y q g y 9 pp y PROPOSED WATER VALVE w - BUILDING HEIGHT: MAX. PROPOSED BUILDING HEIGHT = 39' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall ' be inspected and approved by VDOT Inspector PROPOSED ;WATER METER standards and specifications of Frederick County and/or the Frederick' .County Sanitation Authority. prior to placement of fill. 'EXISTING REDUCER W W ENVIRONMENTAL FEATURES 16. The location of existing utilities shown in these 'plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER r contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed ,. lifts 95% theoretical density determined by STOP SIGN EXISTING PROPOSED PERCENT prior to construction. The contractor shall inform the en sneer of an conflicts arisin from his existin g Y g g be compacted. in 6 to of maximum as FEATURE ACREAGE DISTURBED ACREAGE DISTURBED W �, u•tilit verification and the; proposed constructioni. Y P AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width P P _ HANDICAP RAMP (CG 12), - t i *. 0 0 FL.00DPLAINS (SEE NOTE BELOW} 0 F_ Q m 10 :. of any dedicated, street right-of-way. At the direction of VDOT inspector density tests DENOTES LOCATION .OF STD VDOT 17. The developer will be responsible for any damage to the existing streets and u-tilities which accurs as a performed b- a qualified independent agency shaft be conducted as required in the. VDOT P y q y // W' 12 AND OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION LAKES & PONDS 0 0 0 m result of :his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT priorto WETLANDS >1 AC 0 0 0 18, When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES NATURAL S.W. 0 0 0 must be.provided 'to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans DETENTION AREAS ` development "permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION � STEEP SLOPES 3.0 0.5 16.6% Ij - 19. The developer will 'be responsible for the relocation of any utilities which is required as a result of his The be done to V15. - The installation of any entrances and mailboxes within any dedicated street right-of-way >15% WOODLANDS 5,4 1.0 18.5% 11 project. relocation should prior construction. HANDICAP PARKING HA • shall meet VDOT minimum design standards and is the developers responsibility. "G", 20. These plans identify the location of -all known rovesites. Grovesites shown on this plan will be protected P y g p P *NOTE: The subject ro Art is loci areas of minimal flooding, p p_ y within FEMA Flood Zone in accordance with state law. In the event grovesites are discovered during construction, the owner and V16. If required by the locale VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 as shaven :gin FIR,'1 Gommunit Panel No. 510063 0105 IE (01/11/18). y engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE - --- 21. The contractor is to verify field conditions prior to and during construction and notify GreenWay Engineering acceptance of work. Unit and total prices may be obscured_ AREA CALCULATIONS BUILDING TABULATION JI at (540) 662-4185 immediately of any/ discrepancies between actual field conditions and the approved plan. . V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT � COMMON OPEN SPADE i5.03 ACRES TYPE #UNITS 5LDG5 TOTAL UNITS � 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard . markings must be installed by the developer or, at VDOT s discretion, by VDOT on an basiis. „ GARDEN APARTMENTS _ 3.9CACRES T 25R 12 5 60 TOTAL AREA 19.06 ACRES �,,UH E i proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable PROPOSED STREET LIGHT BR professional engineer and results submitted to Frederick County prior to pavement construction. If a 18 3 3� io OF OPEN SPACE 19io 104 TOTAL 9 geotechnical report has ben prepared, it should supersede the requirements in this note. PROPOSED WALL PACK LIGHT � E TRIP GENERA TION DATA 23.1 Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating PROPOSED STREET NAME SIGN A AL or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement PROPOSED SANITARY LATERAL CLEANOUT Qom, � CLASS USE UNITS RANGE OF RATES TRIP RATE VPD of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick Countappear below. These numbers shall also be used to serve in an emergency condition. SANITARY MANHOLE INDENTIFIER 12 124 O y 222 APARTMENTS 104 UNITS 3.00-6.44 ro.® 624 O U 110 OFFICE BLDGs 4680# 2.63-1.46 10 33 PARKING TABULATION DENSITY CALCULATIONS Water/Sewer: Frederick County Sanitation Authority � STORM- DRAIN STRUCTURE IDENTIFIER O UNITS REQUIRED ALLOWED - 5"5/ACRE _ l04 UNITS 1 P.O. Box 1877 25R 68 153 PROPOSED = 104 UNITS ~' Winchester, VA. 22604 EASEMENT Li'NE - - - - - - - - - - 3BR 36 90 W (540) 868-1061, TOTAL 104 ' 243 CENTERLINE _ REG BLDG 2528# IA50* = 11 RECREATIONAL FACILITIES W Phone: Berl -Atlantic EXISTING SPOT ELEVATION 12.0 TOTAL REQUIRED = 260 SPACES P.O. Box 17398 + TOTAL PROVIDED = z&t5FACE5 Baltimore, MD 21297 PROPOSED SPOT ELEVATION 7151 H.C. PROVIDED = 11 SPACES PROVIDED - I REC BLDGr W/ POOL, TT FL/ CON,J T�CI CTI®N No (301) 954-6282 MISS UTILITY 1-800-257-7777 EXISTING TREE DRIP LINE 2 TOT LOTS W/ REC. UNIT (SEE DETAIL), i PICNIC TABLE, PARK BENCH, Power: Allegheny Power METAL GRILL, 8 TRASH RECEPTICAL P.O. Box 1458 Hagerstown, MD 21741 - g 1. Water and sewer lines are to be constructed in accordance with . these plans. The lines EXISTING TREE r�� n OAK 15 PINE 1-800-654-3317 shall additional) meet all requirements of the Frederick Count Sanitation Authority.15" y q y PROPOSED TREE OAK Gas: Shenandoah Gas Co. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. C P.O. Box 2400 Winchester, VA 22604 3. Exact locations of water and sewer services on new lines are to be coordinated with the �� COVE'RSHEET (540) 869-1111 Authority's inspector. Project Name ' • 4. 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 AUI=U�INAAT� WINID be properly aligned with itsmeter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar %between 18 and 21 inches; and 4) all components of the meter box assembly to be in Owner: Address, Including Zip Code &Telephone No. proper working order. It is the developer's/conctractr's responsibility to have the meter j 5OX 3300 box assembly installed correctly. MARK D. SMITH PAR1<FIELD ASSOCIATES WINCHESTER, VA 22601 (540) 661-1018 LIMITS OF BITUMINOUS SURFACE 5. The Sanitation Authority shall install all water and sewer services that connect to existing. N0.022837 Developer: Address, Including Zip Coe Telephone a. I d & N 6' 24' 6' MIN lines. The location of the tap and the termination point of the lateral are to be (FILL) (CUT) 4' coordinated with the Authority's assistant engineer. An applicator for services must be C�'S�r Cs� 208 GOLDEN OAK COURT, SUITE 450 1.5" SM'-SA made and fees paid. �U�rp� SHEET INDEX IQA NATIONAL HOUS(NC� CORPORATION YIINIA BEACH, VA 23452 (151) 4r03-1910 }" 1 1 /4" 1 1 /4' i T":1' 6. The Sanitation Authority shall tap all existing water lines. They will furnish the materials for the tap. The for the Engineer Certifying Plan: Address, Including Zip Code &Telephone No. ._.__•. ¢r:_ �; SLpPE +: and make contractor must make application and pay cost of 151 WINDY HILL LANE 3•� SCOPE this work. COVER SHEET PLAN SHEET 1 OF ll SHEET 2 OF It GREENWAY ENCcINEERIN WINCHESTER, VA 22602 8" 21.-B 3" BM-3 1 6" 1 6 7. The contracor s#,all tie-in anew line to an existing manhole by core drilling the manhole. PLAN SHEET 3 OF 11 (540) 662-4185 LIMITS OF BASE 8. A double check valve backflow prevention assembly is to be installed on any Line (fire or PLAN 5T6RM SEWER PROFILES SHEET 4 OF li SHEET 5 OF 11 PROFESSIONAL SEAL & SIGNATURE .f APP OV " ` S l AC SITE PE.AN DATE: 1 /23/98 LIMITS OF SUBBASE domestic) that goes . int,o a building. The assembly is to meet ASSE Standard No. 1015 10.13. if the building, is SANITARY SEWER PROFILES SHEET ro OF 11 THESE PLANS ARE IN CONFORMANCE WITH or assembly is mounted inside a a remote readout required. WATERLINE PROFILES DETAILS SHEET 1 OF 1f SHEET S OF H COUNTY OF FREDERICK STANDARDS AND d� r 0 ORDINANCES. ANY DEVIATION OR CHANGE SCALE: DETAILS SHEET 9 OF 11 IN THESE PLANS SHALL BE APPROVED BY r DESIGNED BY: i AUTUMN UJ1ND Di�1YE EROSION 8 SEDIMENT CONTROL SHEET 10 OF 11 SHEET 11 THE ZONING ADMINISTRATOR PRIOR TO MDS/KDP TYPICAL SECTIO�t LANDSGAPiNC� II OF CONSTRUCTION. ZONING ADMINISTRATOR DATE JOB NO. 2101 SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL * RC.5.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL SHEET 1 OF l 1 OD cn cn 1_0 e\j c\j (+j 'IT c_ cc ME: _c) CL) CD 0- cn CNJ LD 3-- C=l Z POOL J 3o, 2 ��. ` �, \ r y. �..,� j J / ""�� rC�'{ j DRAIN 10, 82 + 4 WATER LINE 4 SANITARY SEWER EA60- ENT 546 25, 2 3 54 UNrr,' w 24' SID -46 + 15 52 4 546 llmk + STREET 51GI4 (T f-,,) INSTALLATIC N REQUIRE R 2o, 51 CL PRIOR TO 156LI44CE OF 15 M�LAT + 50 W BUILDING PER"_ L 2Q� 9,441TARY 0 E6M'T 52 v IS014' 52 52 w w + 21 1,4 + 54 uj 6" FIRE I 1/'n Lill LINE (TYR,')pRY 12 UNIT 20, -7 2o, 10" VAIN LAI 2 5ERAj CE LINE C„ 52 b39+ ! I I i �' ( LINE (TYF) Z m v- BLDG 4f 543 1/2' u + <07 i I , 1 F i CC :lr4; 515 1 + gR + 4j) Q 543 646 00 UNI7,fl 2o, DUMPS za +1 PAD 56 D RTrIEFN 9 \ Z. , N7 i 0) IL4DINb 36 + + 04 14 ( I ' \e 546 64TWO + Ell 3 f + 1­7 + T_ 112 554 u MCPUL Af R AI�Fl� CFj 86 r (REVIELUd RS e ;�E I BY urwpRs, S i + �o, UJATERL14 (o nAN L­- 24 PRSr_>EFkI'CK T-T, LIC EASEMENT f WORKS foIRZ14o K ISSUANCEJ 5 OF LrlsT I 041WAN, PER + sio i ! %` / / f l �� bum -� g'R W + PI WATER �,INE 12 0/2 UlQ i t IR 3 STD ►t� '2 UNI -r e ol T"rizz U sToRr lz UN/7- 'DulILDING rp=,e 0 �4 "To + OD TMEIVT 14. 1 " 553 f —u/LID/Nr, BLDG 55 4 G. + vjj— ZAU �5 q + 5135 SOS f 0)1111 + 0 eo 8a 5S 2 + Hi 0.40 + sels 0 . 76 LU 0 + + Y V UA (D " Z + w 0 64 1 t,4 TYP + W w599 CV y: (s) 4-Ciff (s) 100' 5EPERATION �u oo­r TOT LOT ON 40 (6EE EDET,41L) (; , Z' K 4' SIDELUAL 60 60 50' 5,R-L. \ N' CRITICAL SLOPE (2:1) TO BE VARIFIED SY ,-.SOILS ENGINEER X X ;r IRI= X III lroo3r:ll '62 X X X X X X TM 53-((A))i63 C'EfRALID F. _5MM4 3 GCeT6e_- H Nf-- lA L_ ENGINEER-INC D.B. 15-1, FG(. 969 F? —c5REVIEWED 3`( 5c7H THE ZONE - RP L PU 5" e Wc> P A tA C> I t USE.. VACANTACANT f!5;,FA LAND \ k N (y) ci GRAIN LINK FENCE 7 (GREEN VINYL COAT-ED) J-53 �'4 L lN� _QN ZONE� 82 df WATER LINE "B" 4EPq+/ + "rION AV 60 12 UNIT vo 6 Ln r7ENT _U 14 + MODULAR RET Nft; WAL4 (REVIEW Ew OF 0 SIGN GAL CATIONS, 61z - �06 3 S TCr FR BY OTHERS,13 UNIT FREDERICK T Y ft E I LY ic 1 rfZEF "U UJOf.-, ^1 F Q --�` } 'RKS Er- tIrm TO OF LAND -PIS BAISICE #EP;a4lT) 20, �4"�N7, "o, 7ro 130 22' + + ;x -4 + Lu VA - I UMPSTE AD 20, SAN SEWER ESM7 630 20 + 36, la, 663 59e615- + + ATER! LINS, bib 3 _7� A- LLJM _j + r Lb AV 61 STREET DUMPS 0 14 5Z7I FAL.., 63 S, + 665 64b — j,, 641 pRY 3 + UNIT 20, UNIT Z ',41�lrpzz (1 22 + 20'TY gURENT/ (j0' 2m, \ 4PgRTMENT`� a}, v0 j U � ING _1� 22� 20, 0, "4 j to + - \ I v + 1314- SLpG "7 653 646 41 +ETAIL obi I + U p 0 4� 70 1 — 1 1, IL7 663 11 �3 IL_ (y) M LL 0 653 692 &4— + Z, 41 &60 V 0, s lz-____ o A T 42 F Z N G, AN D X X x �49 4 X X (9 ui ui O Lo 00 >= CO -4- < 1 " co (00) 0 ui LU cc v Ln L x q_ I-_ LL_ (f) cn 14 c D Lli (f) z 1 U71 0 Lj :13 C) 0 DATE: 01/23/98 SCALE: I" = 30' DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 2 OF 11 L-) co 0-, rn 0 cv m Ln L mw cu a cn 0 0 1 Gpl , 3�5 + �tNGN�STE 0G" , P` ... - i � t l - / + i r t 1 It I 3 PROPOSED MSTD GG-li r,r �3E DTA ENTRANCE ' y / SEPERATE SIGN F'ER 11T REQUIRED \ 1 , ,, t �! I f � ,/ ✓ f� 1 i t 1 SPEED LIMIT SIGN � }o q o bL-11 I: 48 / o o a 5(D °o°o ° o ° °poo 52 0 o"p° SIRE E I o° / ° 'Ili °° b °Op � Q1 NAME} 'ti'0'PIN '�n Z ,. SIG POOL 5Z i Z ---r- ---�� 44 4 SEPA�A�`oN 5' CHAIN LINK FENCE N SIUi"fP (GREEN VINYL COATED) U w S4IEET 4 i tr w ul y L ` e 't • t:i � if I �- f 24' 6,ul : 12`: I 1 i 4 w 1 J 1 � / v.� / (•: .•,.�; RAMP777 � f •. "./•. -• . F 05 g O + PROP • �.+� �.\�. . • • 6� CGZ12 I RAMa 1 �It. s IQ � 1 "f f ,J � .. • I I i I • •' I 1 � f•• 1 I ?11523cbI (' lu r ' , iu' I Lu % I . Ws I W I !- It. c 1 � � I � I ,oft mine low I. t f i � f• j , & e f. CROSSOVER DESIGN AND IMPROVEMENTS (BY OTHERS) AS SHOWN ON "STAR FORT SUBDIVISION - U.S. ROUTE 822 IMPROVEMENTS," DATED 10/8/91 (REV. llll/3l). FUTURE USE OF CROSSOVER IS SUBJECT TO VDOT REVIEW AND APPROVAL. * H.C. fdAMP NOTE FINAL LOCATION OF PROPOSED C,G-12 H.G. RAMP SHALL BE DETERMINED eY \/DOT INSPECTOR. TM 54-lcA»-1 LESTER A. ELLIOTT, Ill et a Is D.B. 845, P.C. 905 -- ZONE: E32 USE: VACANT }CREATIONAL FACILITY NOTES I. TOT LOT CON5TRUCTION AND EQUIPMENT SHALL COMPLY WITH THE U.S. CONSUMER PRODUCT SAFETY 5TANDARD9. 2, POOL DIMENSIONS SHOLN HEREON ARE TO BE IN GENERAL CONF0I;d"1ANCE WITH FINAL ARCHITECTURAL DRAWINGS. 3. THE RECREATION BUILDING AND POOL ARE COMMUNITY FACILITIE5 LIMITED TO THE U5E OF THOSE RESIDENTS WITHIN THI5 DEVELOPMENT, 4. THE RECREATION BUILDING SHALL CONTAIN RENTAL OFFICE, EXERCISE, COMMUNITY, LAUNDRY, AND MAINTENANCE ROOMS. 5EE ARCHITECTURAL DRAWINGS FOR DETAILS. (89 z W W W z I9 z WN o � N N � I c •— 00 N �.'= — c�DLQ I i O N W =' Ln LU co -co � ao a� V N X z; cn En L L N L c bi t r� z H C N— Ill DATE: 01 /23/98 SCALE: 1" = 30' DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 3 OF II I ct I WATERLINE t I j I SANITARY SEWER EASEMENT 10 1 I I I WATER LiNE1"A" 1 •� + 1; hL It EX 60' FZJW (De SO4, PG 31': t i (DB PG 505) \ o I I I � 1 ��•� i, ❑ I - f � 1 I t Q I \ i _ I ' �i P r i � j 1 I t ( I LATnj i 1 Tt1 C TRA V(RCxIN GABLE INC i I i vM z �o e W j i ZCNE: 52 ,z N use: c�rtM RCIAL ' ~✓ 1� W 4 r Nos' \ / l 0 .� $ LA /4u ! 4 WATERL INE An \ - I �•, (. f ' 4i �, .. STUB lI JOINT)pQ 4. \, qb`�j 11 \ \ -/ i ` ~ / EX. BOOSTER r PUMP STATION t.l RE ROAD DEDICATION TM 54-iiA))-2 20 WATERL�.-- AREA FOR FUTURE REDRICK GOUi� T—r- FfRUI- _ OFc JERS ASSOC., INC. EASEMENT SAN SEWER ROAD DEVELOPMENT STUB D.$. 253, f>,G. 102 ' USE'S. 4,GRICU•LTU5ZAL ,� mac- \ \�\ y yEX, SSM�4 / Z"'j;. TOP=l45.11 INV. IN=133B8' I OUT 133.16 TAP BY FcsA 02A2 TEE) ( A \ 41, / \ 14 rr+'C' _ _ " / l r �1 30' VVATE f'- L (f -A A r l [P SA N 17A r-- ( To 13E AGG2U I pR t o -To YA S;(C' 'i` 'N Tizta TI ROAD q / t ✓ / �- ROARING 2 Ex. SSMN TOP= l46.04' (� INV.=-1361ol' TM 54-((A))-1 (-ESTER A. ELLIOTT, III st a Is D.B. 0,45, P.G, 'J05 ZONE. 52 USE: VACANT 0 z rc Lu ui z z L N O 00 00 N v a C - 1 0p N uy J c _ CD o N ^ r__ ui c: C O C o �fi � Ln CD U Lo CL N X °' LZ n N a) o Q) i1 � C � L� 0 - k� r �n N � a oo Q o� o z II F-1 H �> cf) o �J1 V1 H Q � DATE: 01 /23/98 SCALE: 1" = 30' DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 4 OF II m CAJ l0 C\i C c0 0 r, 0 cr a If, w 11J cn a. r m H J 752- 77� m - 760 �n a o 75b K J p 79-9- � v 1 z 2 — - I1�PG 7, 750 7�0 p.- o ltJ _ r L bL it Z 1 N Z w, Lj) _ LD ; io LA �Z� U)(Yj x Z o Q w - z11 w V j 0 4+, 8 it Nul it 0 N Q o 0 + •+ } N �+ + o l � 3 0 of 5o f 5yu 3 �ToF- WAT R- M A NAGE I 1Et 7 N P 3 ' V C- R- 0 5 7 I (17) PL m o N N r 0 N 7 eo N , a 7 70 (1 7�ZL 760 11 V 1 750 — " ! `bo 2 76p 750 750 — - ----- H w ti r � 7-+0 7-fo 1 GVZ OL z CL 1 X. _ 4- 1 1L m 11 Z m z 3 •y L s lV\ V• W 7 Z 7� J v r Z r m 3 1 7 30 - ,� — 11 1, V, �) 2 �1 z p 7z Q Z zz w Z Qz -' w 11 Y 11 re A It 1, 11 11 11 11 j1 , N ' q 11 (10 + + + + o � N N 00 cq C Ln D .c: 0 N _ In N Q I p v C � _S ) p � QIn U X r; rn In �; CP o W� co o a o; z w L Q �- U_ IX > co> w Qz W o0 �x z� C� p [DATE. JAN .2-3, i DDa SCALE: A5 SHoW H O+om I+laco zt•oo Ut-::57� too - 2tt:;lo Otvo 1+C Pt� t-cc> DESIGNED BY: CJTdi�-tit EVVEF- FIL.E5 JOB NO. SGA t-- E I -- 56)' H oR--Z 5' V E F-T . " SHEET 5 OF II co i T,1,r1_ (3) (AD 1 7 c� F) OP = / 755.5- P i lh :_z D �In w l (A 760 �r? �' �45 .lo` 750 7� + z __- Go 5 PAG x z - _- _ Yr2- O o l0 ( 7� 7� N u Gt✓Ey. Z44 r 7 7— 75o 7 3 S 7 3 5 Z rn 74b w I� N Z _ fig' g" PAL N Io"7 a �' N PSG a Sl �� 7 N + -► ,i �a( _ o o, o/o o ,� r i Z r 7 Z - -7 30 �, 73a z 2 a w eL Na Z o o a 0 - og $ 7-� Z r I Z d- ►`°° I` 8 61N .N Z 0 ry N m. -- v 8 _ N r o W fA x 41- " _ c}v p n CL � � N a = 94 > _j it i � - -?� zZ •� � o 0 p p , o l 0 Q _ -� , _ CD : z M N �� z 2 _ as ,, „ aN ,� Q l ;qcp �- N O o I o �(? ; p -' � „ , � CA r �, �� N N p LA Q ►� , rc� + _ _? + + N + r �- + + 4- cA + U + + 13 t21 PG E f� FZ67 F I E - 0 SGAL_ I "= 5o' Hc p•z . I "= 5' \/ER-T. 13 I ( l5 I& t-n!:7, ( ► o I o l oo Z o0 '9A N I TA ram- PP-0 FILE z�,'o N'.) AN I TA I Ppo t L-E ' ,A (Tot F--`� SE Nei Porgy (L_ e GA 1. E I I S Y Fz-T. EGA L� I 5,0 ' 5, v E ►z-T. C- -7. 7 rL-e ( 3 rr J EX ST EM Q � � EXTEND EG-( r N �(� `� LoNGr7u CIA Fcrsilr �60 + ((� ,r r l 4-. 0 r G „ r I� ►` it11 r`� �o +— N �i�l DG DETa ` r +(1 cA > �y Z _ z >` it z �- uw -• m 6� ,r zkz o zz z r 1- - '� ct) 75� z m m - - -, / �, — _ Z - r - — W z > _z - -- - - N CL I S,, O -7--0 i a " Pv L 0 75 s - 4- rl -- �`� E�-f �TEELGa eqP EMEND j� 7A��EP -[r-�v� 5/).:7 �2 !Y-- f . 30 3 Z Z z _ NOL LU Uj*+ It. CL — X Z z' w tll _ >� - - _ - Z - - co N N N 8 zZ Z fj� t, 0 �1 + - 1 -1 — i dt I + c+o �-+-c� 3t� �}+ 5+� !�+ -7+ra5> SroP �t A N I T A Fz �i E VY E R- F I L_ E SGAt-E ("= 50' Hc>P-z . I " = 5' V EF-T. 0 -4W= S.3FT 79 &. &-7' 741, cx� N O Ln pp N N I N c: In J I 1 => d0N _ I o0 � a �x � �� rn cn L a) 0 a) > a r_nL_ c J wV) V\ z Z w z Z cn � w U TILL LL Li Q '� N M N N m M 11J . Fc��r NG a DE 5lGN p�oTHEfzS IL ZI I o t o0 11 too IZt-o Izt 5 D o+oo It �A N I TA Imo-`( e7—E W E Fa- F rt:) F( !— E '7G A L- E '. ( " - 50 ' H oR-Z - I " = 5' V E RT. ;Pi1A ' 2�` 1 o > � �Z > a �� Q4 �u Q0 e z tjj lL �> w � O U Z Q DATE: -JAN. z3, 1':�I-D8 SCALE: A 7 �iHGv�/N Z+w DESIGNED BY: JOB NO. SHEET 4-, OF II E X 117(N G G E=-A D P PaP. � 7 0 / P-A D E EX. GFLA t > E \ pFz51P. F TURE A D 3„ 76 6 / C� 7 6 0 760 Q\ - 8" f2 sdt2 - 2l y 755 _ I S" P' P Pn G R-A E O N EX. &FL DE i EL 75o MAN. > \1 \ _ — — -- -755 , N > d. _ 3 z -3 MIN. CovElz Z J Ili v w - Q MIN. GoJEfz \ - ---- --- LL Ur Ill -OL _ 1 N z Z _x A'�„ 4'P� P " Pv� uJ Lu f` N J z > �' Vc �' Lb�' lWu p LA N� ~ Lb 0 4 L � Q q N _ , fl y p Z >li a �> z Q ? uj z , I � _zn Z -zo m Cl Q Q ,� _ f ►� Q 0 0 ci -- - -- - -- °��`�, - - N d� + X z N N o l It p �I + , N m m M o 0 4- Q 5GA „ E. I ;7 IoRZ. „ O 1 -Zt 3 ( f-oo VV A E �- L.- 1 t 4 E " F3 - P i�-� I L_ � WATE R- '(t L I N E' to - Pik I L_ E ALE: I'� = 5co` H4OF- ("= 5' VEP-T. GALE: ("= 50' HoRZ. I"`5` iVEI�T. f i i EX. GP -A DE PIMP G ADC- V S C > FZ_ Z I _ _ - 18" w Ate _ // �C�tz•- �I � rz GoVE (TYRE m tv � jl � ------ ------- Z — i � ._ — Z I NGiT l_l_E P>Y 3d THvP NC, J^C K - 'z z 0 �5 0 Qb t> E I L S H e T 8 n� P (� I- V - w �L lll � w > �� d _ � �}- �- z lU W z X Z I X: m N LD r 8 � �` x Lp , f N M U1 d' + + N N + � + dl CA dJ 0 + 6� 4 M � - m - � _ + tr - � - � EfRz- N M N O ,n 00 N �F N I Q) a 00 CV (U d0") L N tL a, a) I �� co U) o .4- X Li n > C o w cn NIA �. F �2�a �N ci 1,3 J Q z LU d W � z Z � O DATE: J AN, Z3i f'»S SCALE: AS SHowN 5+0c) t can 7+ oo WA-fEF7- (NE A PFz-t�FILE DESIGNED B Y: JOB NO. SHEET -7 OF II co rn En CU 0 ai CU IP CU to a1 w CD U m v CD CD 0 C, C� Z LFJ t . 0 QD NO � qo N � Q) I 00 W ° •� Q0 in J 0) I I - 4 .,. 1� r »�. ,,Y, r r , TUNE , z a ; t �I� CONS! <s 1 .t�V _� [4 if ( I :T,x i:3 . 3 k! i-•:T'p c�.!v'� il.t.' lR ..,;'!e 1v e''r�''ix"i',• f ,, ,- , r .ref SILT FENCE CULVERT INLET { T, l �'�t L i f.d' .s ti+ ' s �ra'1'I PROTECTION rb . �. % ^,' ,..e 7_, r ;t •v r a. -,, _) Y r..s ff X C: (. � / ADA Si'd "Handicap Parking Only (; �, c � 1J I. '=. , p r r. "Van Acceesible" Jinge SEDIMENT FILTER fi . . �, : �F" l �Ol Alt .� T� `, ,d ' �j �°� <_" 3000 SI UJ/ F18Ei� ',a ° 11 �:' �. .: 8 CONCi�ETE Z a �, C in (D I C O 0 �t I t SFT :I , AFES 2 £:i£ tVATS A } 4 M NLIS U SIZE Pr A,X 'Tr _I.ac c)r 6 Conc Curb EAxposed g9 f- d LW U Q .° anal., a. :ate?nk•. F' e,�sta _-_----- ------------- / �/ s:.it _ �—,S TOE I71t' JZ : 1: _ :... �.•r+� `i II 21- 8 B,4S �JTOI V� <' _ ' ,: 3000 pS I •'" s� ' I I j f 4 t-IE 5�i _ _ _ x t- tL II� i C Y. I• S.�� or .,� -? � _���' . �• �' I I I ::` ~',•, _\4 S Max Concrete t(1 ILIA Ik ,n SIDEl.U,4LK» SECTION 4 " 21 - 8 CJ I� rn In co �. f .. STONE I ® III^j GCs-6 2� P kP+�.. :-Y MP5 t 1 j,a - ----- - - _s TM nLT£.P UXFER.W, 4 BA�CM • AND � 0(3 1 1ftS 4' TiE'gl TI47 E.XC.ANIA`E :ML ar i111 Window DU �'SiR P D ACTfONo wISTAPLE i 1T Inr,,- :`,€. TPENC15 SILT ro+x •asrr" e+rTs'. Cnr.�.t. --.-. -PAWL 1110" lLFleel $lack I � Iv I Z A LIT s r "" r now . IS 70WIM MOAN" f l nnmvi CfJkSi x+x.15tiGA C 7C s4tM:NS — / — / I� '1LYF,,EO WX4.> 15 �./1� — 2,4 / / / .� L— V Y > r. .. r-•wvtlaw k ssLsv,, rss PLAIN VIES w= m _ I %` I n° OPTIONAL STONE COMBINA TION 71- / �- �� // �� �� J-J - 2 8" 21-8 5,48E �" 21=8 BASE STONE .. RwM v W ,Fainted STONE P,4i�KINC3 Aft ,EA ,.k 1.3 t X F,4VEMENT SECTION .. ^ " 1•-rJ- i .' - t�• J.. I %r _ _ — Tgff"7,Tj= OR S] GKJ r.LA" I PPAM r.� vmdn or rw� a jt°-+t:. „ } ' . •.. - ,. .. : O. $. PTtt'E i}N I APPIiCA41t ENTR,4NCE P,4VEMENT SECTION /� Q Q D ON C_5I�-ICJ s I II �«: ,� Ins �, � � � � � Puy. s.�—, t Ti. IPiE x'i YrtlEl*.E Ahl 4VEitf�`C.CbV Rs'AB'FS'CY 'S 'vF,�t';�"S . � � . . >' TO PFFV r FXC9S,1[Vi PONDING a.� a�vNI �X THE 67 +.cTVR B,©,SED ON G�R-(o `,��"=E(,�1�i z��- I ISI`AINAGEWAY INWA.LIA' ION m n 90FM t�Of�l�' l"fu�.t��fi�!�'l t;RAV91 SHALL 6 VVUU"=' II:I. #3F7 G)• #5 COARSI Stfaf f.�l( KIT, Handicap ace - _ rMw is ti �t _ .t� .&>zt l a !ter a .n;- ti�tii,`Is`;.?;. 1'A. I'.Ssrt^.. c�1 g' x`1.A'i1� q(a We - �I - ` TYPICAL HANDICAP SPACE PIPE OUT'LE7' COA'DITIO,NS AND RAMP DETAIL Z _. do r� 5HL-p,. '----'---'-- --._.. ' PIPE OUTLET TO E'I.AT r 1n AittiA WITH NO UEt'iNtU Z V` CHAMEL F PLAN VIEW 0 L a O % __ . 0L:-G�: •. _. .. .'tom Zoo �,/. G • � _ `__'� AREA 1 -- W LL DETAIL_ � \ A V E w N SECTIEAiM A�-A KILTER CLOTH KEY IN tr J". RECOMMENDED FOR PENMETER A l A ado \ T`(PICA l_ {�aA D �EGT►oN - A e W �o (NoT _r SSA L_ - Y PIPE OUTIXT TO WELL v \ � m DEFINED CHANNEL k � W \ m PLAN VIEW I NIt DE—_rAr(_ A P-c—q .JOff`!T �iEA(,ER- 1�ZA GoN Fc>P-f-4 T� \/DoT f'P-d P SCGT(oni 2 (Z PAVEMENT ROADWAY SECTION A -A l t FILTER CLOTH KEY IN ti -9' kECOMMISNOF:D FOR ENTIRE PERIMETER----- FIXTURE (25' A F G.) NOr,rtvw I APRON UNING MAY B !; FIIPRAP, GROUTED RI GAHtON 7� U Q ii. j f✓ W ---------��----_-- I • S 't S M - zq I ' ovERL_AP in o °N° � � Q BASKET, OR CONCRETE THE LENGTH OF THE RIPRAP AP14ON AS CrFi;•CULATED Z �I +✓ g" 7-1-D RAc7E -- Y p Z ROUND TAPERED ALUMINUM MOUNTING 2. La IS ARM, �• ! ONC,, USING PLATES 3.16-3 AND 316 4 3. d - 1 5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES ---- 30'-0" TAPERED CONCRETE POLE LD A• tY. �(jj" X N � J •Z Q � G-� Mi �1 NATURAL FINISH OR AS SPECIFIED BY U) OWNER, EPA RATED FOR ONE FIXTURE AND MOUNTING ARM ROADWAY AT (OOMPH N d (� IEX.PAVF_MENT „ WIND WITH 30% GUST II ,I a tI O kv PA V E_ M E N -T +---�- '� LP W 1- 4 M I`y +- m � � tl m m 5' min. pavement 5' min. p° - ---- GR-c N DFl., O V E E�-C_.4 P --•�. MVI SH GRADE 1�14014OL ---- -- --- -- - 3 1. T f�A N G E p-�A D; P t� F I L E G �,� b r✓ L t t� E, v G t2 T. 36" min. rap -- stream — _ sand fiN •-;� •�I�.- see detail A WG GR. v below oortcrots .. '� w"" I►10 t ` E 10 CONDUIT AND WR►NG AS U Fr( �' REQUIRED. ENCASE IN 3" a E CONCRETE e N ° ENVELOPE. -steel eosin pipe carrier g P P pipe spacers - 3 sets backed or tunnel liner per pipe length. up ends `. " �i—• A -' - ��,�� (see note) ..—� ___-- ---_..___ductile iron pipe--- � H P COM ACTED CRUSHED STONE \-3/4-OxIO' 8' faOTN1C PM86UPW TR�ATEt� NOTE: separation of corner pipe from casing pipe shall be by either. M.J. FITTINGS AND D.1. PIPE RESTRAINED BY MEGALUG RESTRAINING GLANDS �E Q Q •� C) COPPER GR. ROD ROA WAY FIXTURE MOUNTING DETAIL D a W000 rni1�IPsTrz 4 �, t 1, pressure treated lumber fastened to piping by stainless steel strapping or; � ENcLo51_.iFLe NOT TO SCALE \ f vvl-7H (oATE I 2. manufactured steel and/Or plastic casing spacers STEEL GUI P+D6T ( 4" width ) Z ----- - - - --. --------- a �+i Ell I F WITH C414CIRFTE SECTION 4"A f �Q. __. /_stre+atop am bank I, _.. - 1 f O LL 7 /4, t " 3 29 3/4 -- 4. ° '° SIZES REQUIRED f; 6" ; stream rip rap 1� W ,°. a �° . CARRIER PIPE CASING PIPE WALL 24" 1 r % ° GG�-2 4 or less ........ 12 .....,...... A height can be adjusted to _.... .250 obtain correct percent slope _ bye detail O(WASstnertt _ 4 10 3/4' 4 q a v a c ° a te! v 4.4 .. ........ 8 ................ 18 ......... 10 .................. 20 .................. .__ •2W TIMBER SKID .375 375 d less than 3 ft. : .:.: .: .: ........... .. . . :. D.I. pipe Will - _J 12 .................. 24 .................. .375 WATER SERVICE LATERALS: a a t4 24 a) casing pipe shall be SCH 40 PVC or SDR 21 .375 SEWER o a a 4 .� ........ .....: 15 24 .................. D) ?" diameter pipe for 3/4" do 1" sevice linos .375 rip rap to be minumum 6 ft. wide DATE: JAN. Z3, 1°'nfS f I � v d v t6 30 300 c) 6" diomenter pipe for 2- service lines and 1 4, deep l__1GHT FIXTURE DETAIL ( LIGHT FIXTURE DETAIL 4 NOT 10 CAL O 18 ..........::..: 30 .•• .1m, :: .500 d) no spacers or sand fill to be installed i WALL PACK (FIXTURES 11-5fF) 150W, GASKETEO PRISMATIC LENS. HEAT AND SHOCK COBRA HEAD ROADWAY FIXTURE (FIXTURs<S 1-t0 20OW HPS. ANSI S50VA-250 LAMP, TYPE H 2f� 36 .. .500 21 .................. 36 ................,. .500 e SCALE: N/ A RESISTANT, DIE CAST AILUMINtlM I^OUSING. BRONZE SEMI CUTOFF 24 36 DtSTRtBt1TION. GASKETED LENS. .................. .................. .500 8 F.%SH OR AS SPECIFIED BY 004FR, VANDAL RESISTANT, HEAT AND SHOCK RESISTANT PRISMATIC (for larger pipe use tunnel liner) T_ 7- ece DESIGNED BY: WET LABEL. COLD TEMPERATURE BALLAST. PROVIDE PHOTO CR-L CONTROL TEMPEREO GLASS LENS, DIE-CAST ALUMINUM( HOUSING. GRAY OR AS SPECWfED BY OWNER, HIGHWAY CROSSING JOB NO. WET LA8EL. COLD TEMPERATURE BALLAST Figure 3 SHEET 8 OF PROVIDE PHOTO CELL CONTROL /``� j I STREAM CROSSING �t !! j_ AMENDMENT N0. 2 - APRII. 1997 Figure 11 r- m rn rn Cv ti CQ v ao car C ra CD CD CIL cn O Car CD D><TA I L. Slanted Ladder Vertical Ladder Nude eI Curved ( Cl1 L imber 4' x 4' x 5' 4' x 4' x 3' 4' x 4' x 4' 14' Overhead wkh 3 Soft Swings Play Platform Play Platform Play Platform Li I I I 10' Inclined Monkey Bars Area Required. 30' x 40' Border requirements 140 Ln. Ft Medium required 20 Cu Yds or 30.5 Ton I Optional 10' Commercial Infant Swing Seats Double Wan or a combination Side of seats Designed by Fun 'N' Pisy, Inc. Newport News, VA. 4Err>* We e,4(PZ O.D. a' 0A. Ir webs trench 10 be r oonpscbd 21-A Y-D.O.T. PAVEMENT REPLACE TIlllNllr'a'1 i 816001111111111113 FIIpIw t r die als*dNM 40 i twat pa filled wtat ooncrslle and panted 7•low r ©-1 ' 0 1e' die 1 atxlust. - h----7 aroe..nert thrust blodt d0 1A D QVA1L stone 1 direction of sdonp 10 be appFGVW prun to rq[allaton . r- Concrete pad 1'4' w x r deep saw nrK1e --- 1 -ow peg FUG ►{tORMIT ASSEMBLY F� s TOP VIEW rttecnarwcal lotrlt swivel tM we V brwloh r� �►�rrs*rn • erwaweeser • e�rrwakea aexW lead* - eWIMMrw.. xrrrexere w4t♦exW �eMM -Opp"M11 • .. rerx�wwle, axe de arteae levees r e Pwwi1 axear 4. tr nR sr /e' we "Now lee !sax ttwy w.r "em twkul d d. T10 b•w"e etrtrtti�e Q" tl ersw b 1r arts it ee" WN-i . Mewl ee to vwllrasa, a ev— reee n ieft a ter A, e, C: d•.elewa cewryla7! 1l�1tJA101sf PON HONZCWTAL TWW KOM Filial pit AI% *h•s a Tdw 1, ter Non lAr errs �' e1r •er *woo r t'r rr t' Ile Or r4 t' a r r r or rr a-r l•r rr r4r rr I rr Tr r4r rr OPW Ir -411' 1 r•r rr 70 ra' ,r r zr rr rr 14' z•r 114 lr IW 11-V 11r ?r t•-r 44r ,r za' rr zr rr To r z rr ,r tr r ar s rt rr zAr , r er ar zr r4 �r rr rr r r Ir a w. n 1.F..xr (died sir s rxs.asr r ewer r.tr krext. e3MMIL U IIML M 1T A teas . tla 111M : t71lrEAOs s War e CttvA a sr rrxx ttasWe .t ,s Ir TVee1M vEWICAL ,r /s' ,= t• Le e7 U UP, Sam" sat. aE nit NAME Aa KA N0Ie01MAL NDM W 0J ,.7 as t.* W ale L3 of ,a' to 19 *.s - ar X2 4.9 74 CONCRe E TiMWW BLCCIONG ►tlpflw ! waphols Rine ✓li w w — (dliar wale/ - Ad labeled issive ) I 1 metal I waterOff 7 Amin. (water) �Cratxlgl (,min. (sower) / - - lj / sewer menhote valve bits valve cone section 00p stop (op it mo) bran e.didl: with : ': •. •; ... :.. etippe . a"x a-x Ia' solid toorok `. alOtka bedding COMBINATION AIR RELEASE AND AIR VACUUM VALVE Flpnp it _ s�to dolor S4P SIDE VIEW AS SYA?✓w uanvntc• IXOCr's-FCW 90v CAvri ct, sxw cowsm Fop LccA,,7cw -- (r1_N draws pea ccYcw riIN6 rAOrh%'G 04SE COU44V -- as 0C 5' min. pavernent woo W min. cE sand lid -steel ccsing p-pe carrier pipe sxxenipe - 3 eb brcked or tunnel liner per p'ength. up suds (see note) NOTE: separation of carrier pip* from casing pipe shall be by either 1. pressure treated krmbw fastened to pipirp by stainless steel ' strapping o r, t 2, manufactured steel and/or plastic casing spacers ( 4 wldm ) SECTION SIB REQUIRED CARRIER PIPE CASING PIPE WALL 24 DIA (•) mk (1 nswm 0e Might can be adjusted to 4 or law........ 12 ..... ............. .250 obtain correct percent sap* 6 .................. 16 .....•............ .250 TIMBER SKID 6 .................. I6 .................. .375 10 ..... ...... I_... 20 -. ......1—- .375 WATER SERIACE LATERALS: 11 .................. 14 ...... _.......... .375 o) tone pips shod be SCH 40 PVC or SOR 21 14 .................. 24 .............. .375 all it /pmoter pipe for 3/C 8c 1' s•v'1Ce twee 1s .........._... 24 .:....•...«n.- 375 16 ............•. 30 r diomenter pipe for r service line* lib ...............- 30 .......... 1. .5d) no spocers or sand rid to be installed 00 20 .................. 36 .................. .5 00 21 .................. 36 .................. .5W 24 ............._.. 36 .................. .5W (for Wolsr pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 - APRIL 1997 ley d mtxMpld r gr.da M pwN01•la draw tardaw ttnreds* doom; 4 lop 0" w sat it Alit sw its gmm*t sMsaela sloe* owe , did sad r Vild-•- Oeld►a�r 1D grad Run"" mwdr is awes 4 txtlr iW4' ee.l adltriinom rings it V max.) . �r mes • • cortcereA3TMC 130 ♦. �j1lof typ.t 400e � -1L aon.a 301 meruc wPr.a - bMwe.t1 pots sad on etwtOr sloe d pesos pew are a a seaid• _ eta'v lino gwlst vMebtw I D. —pipe to malhoM owman to be by II*tebt* Meer* owM dtrMr a ptevde• i-r not, ertiwor►te11�sA M14OtA. 4'4r WAN, for ssdsatteesrt* toy of I teMawY peal bGlworo d martleY i;',i . L . '; I Mew ow w to tares chartal of pips r t e• bedt" rode NOTES, t Me ttote eet•arr tide have exidntM 000%d Will ewd beiwtee* steel P ' 11 g Pna to IrtrNdwat 3. * ail}taerwt MWr*wat SWAN d Iwo vwltr uM mneuMs 4446W N Amp veldt a Mtrler C"" d Vlkeerdilc weer pitwsrkq s tsetl i+rMaMtdtt it mattois flambe mint, be rill Mems4xr Ow wm*PDM A �aeRi�e cloned mdM+oW kuatud in $%OUWW fit OOI"Aa 4 M used on ovaile, martvto (a It. •reset j 8TAHOARO MANHOLE Itgt.. is METER BOX HARDWARE SERVICE METER PIPING DIA. M(±TER SIZE YOKE # BOX *1 Di A. METER BOX COVER t 3/4" 5/f3" x3/4" (20 gpm) Ford Y502 _ 18 in non -traffic Ford C32 traffic Ford C32H 1" 5/8" 0/4" (20 gpm) Ford Y504 24 in Ford no- 30 monitor cover W RML-12 top11a }` 1" 3/4" (30 gpm) y�4 24 in Ford no. 30 monitor cover W RML- 12 top uu }' 1" �• (50 gpm) ord Y 04 24 In. Ford no 30 monitor AIL cover W RML--12 to u-j ` 4C 1. in non -traffic area - 12" thick polyethelene plastic In traffic area - reinforced concrete with 3" thick wells treated rx 4' with * 2 In traffic area - 3/4' x 30" steel plate with 2r dia. top potnte3�tue� centered opening and for coated both sideu is to be + placed between lid and reinforced concrete box. meter cover set 2' above in. grade prior �+ varies as required to sodding 11 agttaia� I corporation p 3" stone bedding18-11' alaimeter by F.0 S - �C-� ((toter t.v. 1 surrounding box 30' deep � II i angle check 36" min. with drain vo 45' I an le yak Lj ba�l valve type K copper L tubing, cant inuous without +otnts trom water main [o meter main 6" stone bedding METER SETTING PARTS line size meter size yoke ongte yoke tall valve angle check valve expansion wheal 3/4' 5/trit3/4 Y502 BA94-223W HHCA94-323TD-G Eli; - t 3 transition to meter setting as requirea r— curb & gutter street 1" 3/4" Y504 BA94-344W HHCA94-323TD-G FC-23 I' 1' Y504 BA94-444W HHCA94- 444 TD - G EC -4 INSTALLATION NOTES. 1. Exact location of meter box assembly - to be approved prior to installation. 2. Water service crossing street shall be encased in 2" dia SCH40 PVC or SDR21 piping. The piping shall run from 3/4" type K one foot beyond sidewalk, across the capper for M w t] r1 1 °t to back of sidewalk 1" Y a hype - copper street, to one foot beyond sidewalk single ((toter installation 1' x3/i say® DUAL METER INSTALLATION 5/8" , 3//4tt & 1" METER INSTALLATION Figure 5 Alti� ill()MENT NO,. y' APRIL 1997 cost in place access t door, centered �n top (see note 1) vones 2' max. of proparty line (se• not• 2) roodwoy box ,c E 7 type K copper 1-1 tubing (no jo4nts /r from ma,n to curb stop) saddle with - in, corporation Fora FC FtH 77 HC-156 .�' Ct.utom setter ((,Mete( by FCSA) ,tandora flat top for 4' dtumeler man hobo /—flnmr).j j - /T� grow 3' niter aocbon m for 4' o,oeter manhole With cutouts • op 1110111 support WGC xY water main under custom setter boll Volvo curb stop stone bedding with FIP ends, with r gate valve operating nut I I NOTES: 1. Access door shall t,a oy Holliday Products r or our approved equal !T a) in non-troffic urea - modal no. SIR303u b) in traffic area - rnoxlel no. HIR2424 2. Water service crossiny street shall be encos•o in fi dia. SCH40 PVC or SDR21 piping. The CUTOUT DETAIL piping shall run from (,ne toot beyond ►/aewalk, typical across the street, to one (out beyond stdswaik. 1 1 /2" and 7' METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL IV97 ,JR 35 K"G� DA 35 twot vy i C by 0-ke d sop 21 gaskood 1 tell 4r bend beM adpw locallar peg -1 ` _ L?rntMtieilsl r SCH 40 1 solvers SOR 35 rx 4' _ _ SOR 21 gasketed I weld cap gaskated bell wye pipe and fttelpa POP" y I r r pips r 2.00% mrtMexn grads GRAVITY SEWER SERVICE LATERAL flguee to i /- - standard manhole 2•''0- m--irl illI ! i aye i ;7� I wood spacers _t stainless steel strowz, I �� at 2 ft. intervals =j '1�--- tamped stone 00cl,t.., .; y . i (8e' minimum beyond / j�---- support footer/Glc�r i r 6' stone NOTE: bedding 1 fittings and pipe for drop to be i some ,i: us incoming sewer 2, no inztde drop allowed concMis pod 1 •-6" s4 x 6" t y ,1 screw type --. adjustable valve bat locator pep 36' MirL valve riiepsltp to rttsYt 8'x 8"x 16' solid bock (far valves 12" and WW) GATE VALVE Fip" • t cast wan doarott cap woh bra pk 4 havtrlp a countersunk square head PlansM MafM PA4SV CSK (4) finished rode Psrtele Model PAGSV-CSK (in u L_ square conuste skid paid 20-x 20-x 12' do" I 1 a0gregat• bass (depth 7 ) cieanout pipe — >h sanitary g45-0bend Wye 8' stone beddav fr•Mad :tit 4' with mD r panted grow NOTE: Where tertpth at service lateral 10 excesdo 7w a deanout assanitty shag be lumortild r 00 ply 1•wA i I i i DROP MANHOLE Figure 13 AMENDMENT NO. 1 - JANUA!i'Y 1996 AMENDMENT NO. 2 - APRIL 1997 SEWER CLEANOUT Foilre 17 new nlanhold base section existing line -'-- - -- exlsutay title .' jl. ..................... ........... ............ .. '." .7'.:::' : repair ' tin r�xinxxinx xxsn�n x,nxx snvtr\v uinxxrn v rt coupling 6' stone beddiftti section of line to be re rmvod _ CUT IN I� relsgvb It , 1. set barrel secton over eximil g kyle 2r pour manhole base and nlva:rt 3 remove top section of exissu,) sower line to form open channel QO L OL1&E NEW MANHOLE ON EXISTING LINE Figure 14 t� rre l section 6- stone beWKV 0 Z Uj LU tla1� N O cp N N � N a � C •- J OI I N Uj r ai a) I 0 Uj �CQ C C �t C U N X to •E- N Q CD to to Q1 O a N T C 1) L L J to J t V\ Q Z 0 Z Z W Q \A W F- LLL.. QQ� ' W Q tv fit w` v a C) o - o 'OD IP V1 /% II ill i H C_� C> 0 �O W Q � O � w r�w L/ Q II 1 DATE: 01 /23/98 SCALE: 41 A DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 9 OF 11 rn rn m 0 (56 CNJ C ro D CD F- 0 0 CV 3 CD Ix 120211 _ N. .00 / tf tl Ile 41 -.. \\, '�q�, f '+' -._-_ �- � r` / ,s+� ''� ./ '�..._...-- '--.,.- '' fr % ''- ,�I{- "�r ..fir ..'"—+"rw _.- ./ / 1 � e",,.' l � } j •` i t• ) , i\ '' -' • / / , / ,% ._.��......— ._"••' -, '/', � �..``y - ! -"� l-_/ /� / "`,r ../ � r _.._-.. � � , / ��/ ' i � ` 14� •'`. — x � :-.�,'.•�'ffk4.S8 `'r. Y._.. /� ....---ram— .�J � � � f� � — __.._ _ f --� /���� --•_ ---_ % __ _.._. — `/ ____ _ —•-_ -s. ._ - i : ` � � /' ,; J ' x ---- ; '�G r� � S + Lil- + lap 84 lop 0 t a IP F �A* ti -- 0W µ TH C PPS EP O I,P p EAR w i � f --6 F-71 oN p TH wE�-�- AS E ENyTt NCB vvt-i \ I wAsH rK I i f �. — �• Io. , p I -66 ` d f! / `E 2' .98" , , - / i i ' -•ti-_. �, �, � � � ,� ,\ ``mot. i;)z �? I' t_ . r 4 ) @ I I bN 42F -i H E F 1zE PE: I K { V•/RKS �c PT r TH p5 D ! ✓�/ E ✓z- L I N C- 5 A RC L- o A Tt= D 13E Low/ 1 V4/ATE J L\{%E tz-T F4Iz T H E 5T 1 i P�ND A N d) THE GU VCf� A D_Ji'IGEN f _' i StA l_ L-A M o N of -T H f 5-rf-- ,-rat . WA-T ! 'bNl� MU -T elC A F( 5T S`fP IN M EQUEN C THE Fo1210 {'THE ) GTo M UST l 5TA �--�} 6 t 5 NF�A! F- ; WA-TC- f2- A N D SE E F 0H A 5 ) o d p (Olz -fo G 1, 1 f ( 1 ) f g r I 1 r I f r ,iEPI M E N T E5A S I N AG tz E S WET SToF-AGE = 17, Zcao PT 3 PF-:( STo!zAGE = 1-1, Zoo FT PR-,o V I D E D WET 12ToF-1GE = 1-7, Z.oe:> FT. 3 r,>PY S Tc+zAG E = + l eav, o0o FT :3 121 P - F-^ P F►LTER- 12�41Mof -- PR -PoSEP SWNI PoN D �{' pPnP• 3h" IzGP oVEP-D16 DESIGNED SWWj poND BY Z' INSIDE THE 749- PP'-bPoSED G'oNTo"tz 1. ( N E • F-IP-P-AP FILTC-Fz IPETAIL ( N o-T To 5 GA L E EFro (oN AND SEDIN(ENTGoNTR-o�— L-eG r✓ N D IP PPoPoSED lN1.ET l�Pr�TEGT1aN OPf�PoSED OUT(,E7 PI�oTEGTI oN OpP-opoSED PEEzMANt1NT --iEED(NG SF P�o5E0 SIt_TFEC pPZ?Po5ED SEDIMENT �3A-7(r-I ® PPr�Pc15ED �2-I P- F-AP F (J L-FEF- Piro POSED GoNS I RUGT{oN EN ("NGI✓ THIS EET TO � E C- U5D SH FtOB SFZO97 N AND „ 1 5C-PIMEN7 CONTP-OL ONLY . cc LU W z z L N (D LC) N � N I O � O � N C LC) I � L I Q N W if' W70 C V) O -�t U CL �x n '* U) V) L t7 L c L w cn I� WC CL L Q O w z— \ T DATE: 1 /23/98 1 SCALE: 1 " = 50' DESIGNED BY: MDS/KP JOB NO. 2101 SHEET 1c, OF t C-) A A \120 -p- 4 -Tr t J=E3 P !E: LL) Z] 7 001, L-A N c.;> 5 4 415 50 V 52 r-x 15 A-T Wo 14 Vff 00" Eli 10 TH 115P e7 HE Er T 70 13 lk r/ �� �� � , _ / P-M III II II L-AHPc7CA Pt �4 G AV I Ap 14P AP AP Ewa 101,P - 9 wr 4w 9 qw" Tow, �Wo or 4\ PM 46 e; 5,7 E F (PI5;TUP-q3(5P AFLC-A5;) L-EGC-ND 5 F A* -E E P i �;7u Fz f5 e r-) 5 - U! s338�' - _._ - , ( i `iLo A F?-E A > 2 --------- AP--eA be Wp L-AWC?5;c�—A PING L-66-ENC;� OU FFER f3UFFe12-- 0000 DENOTE 5 EF V E FL6, P-E 0 t-A THE a > p _>F .5;U F_C FLM Ap :VA ?E�,U FF--e V Ur6 _6 f L-A N D --- 45-3-7aAw�PLAN7eD a' JeC- THE f3UFFCP- eCTWECN THE A PART A LL 7P -ES To BE t -T A PLM 42F-TH(", Ppt4je---T- A c>FLL - AND (HO E52- A,.-P-AGG I ------ -- f, I / L I �71 - I AT T(t,4t Of PL-AN71NG A -751�4CL-C- 'HALL- aC- 7 P�-AWTeD 0'0-6- A -r&5,1APC-42UATC-L-',( --7,e--Fz-EC-N THE A I A I, 6,AbL-E oFFIGC AND 7HE F-C)A"I P-r -r(-41 F + A t -rc, T A Wc-I. PARKING '7- PA 6 E 57 Z (o 3 5 f7A C 15'�; WD 4:1 1 �L, E El -KINr -(tA E7 F- F2- Z-4 Dc) TOTAL PA F? LOT PEV H---4 E>-4 C,>T f�::) - T AL w Is . PE P-i E TF- Fz-- L A W D 5;cf-A F C, I -T P-r-- E 17" E 12- -I-c> A? + 0 ti. �., - `* �,"'• -E 6Z C) 2: 5 C->FL- 3 TREE P 0 7— 0 tW 7eR-4c1P- LANDSCAPING -TOTAL 5 EPA P-ATI cn t [I I F2 L A �4 P 15,!�-'A P F- P AR -EA PFIC>VIC f2-F-`7 SPAG 5UFF-- a A WC7 wo U M PE R- (0 wea 6 E5U FFEP�2,� _AT -4 D (2- 6, -3 2- r, 3 z 7 -T f 2- C- 6 15Z ToTA L- 7rzEE-r,, P-ezzu' (P--F-C-') JDS i �-(N _ ! - i l l : t r TP-E -D TOTAL-TOTAL-7P- P-E5; PP7Z�)\/ILDC It L t4 'APING LEC-ENP V-. V V 11 t-jffrn e7 c, FPz5;,Fc,� W H I -T E ,��A -3-7 TP-,F-= E: 5 $,4 '23�- 21 �` ` — — — — — ---F _ —� I ; } _ ' l f' f P Pp�PoSED A(ZIGiToGRAT PEA fZ Zo -T r DES 7 P-F---C) K/fAP(-E- • ------ Pr 7 DATE: 1/23/98 • VVHi7F- L:)ocsw6x��,o z-Ttz-e E 1�1 Fr ToTA(- SCALE: 1 = 50' GAL I PER A T A Tc-' E56 M It p Fz, F-C> .5 C) H R-u 0, E- 5c->x W,-A� c-> 5 - Ti KA E� of PL-A NTI N G DESIGNED BY: MDS/KP JOB NO 2101 L-(TTL-E LEAF PLANTED 3-eIf APART ) (M ( tQ 3'TA L-L- AT T1 " Ez-91' PL- A WTI N C,) SHEET lI OF CD z LU z c Ln 00 0 > (c)) 0, \04 Lr) -J C;) CD > Ln C\4 r- uiCc: co c1t, L X < V) U) L- L- Q) 0 Q) c D LLJ V) � � z ry o C) C-3