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HomeMy WebLinkAbout29-99 General Parts, Inc. - Back Creek - Backfile (2), I r CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the . completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and, Construction Specifications of The Vir inia Department of 'Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The enqineer 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 responsibilit The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility' 1-800- 57-7' 7;-. 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 ail cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of theEngineer and/or the Owner. 5. Contractor to obtain, at hisjxpense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All ggrading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets shouldshow existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. T,emporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All Erosion control structures shown or as required duringconstruction shall be continuous) maintained thrbughout the period in which areas are denuded. ,Areas shwn to be surfaced are to hove stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is,not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. „ 5. All unpaved areas of the site which are i h' e disturbed' b this constructio • shall r with P � y n be provided w t 6 topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and eared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & I RESCUE 1. Burning of land clearing debris requires a permit from the Fire :Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at ail times during construction. Temporary street signs and ddconstruction,in . P vehicles -r materials hl rt d addresses must be posted as begs aired and staging of construction mate la s are p. o b e within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionolly meet all requiirernents of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrwnge for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be pluggged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the pplug eighteen (18) inches above the ground. The top six 6 inches of the post shall be painted green. Sewer Iaterol elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters: Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the 'distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be In proper working order. It is the contractors responsibility to have the meter box installed correctly. '5. The Frederick County Sanitation Authority shall install all .water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and m ke the top, The contractor must make application r n I a ap t app cation for and pay the, cost of this work. 7. Frederick. County Sanitation Authority approval of this site plan expires two (2) years from date of approval. 8. Water laterals that cross the street shall be �n PVC pipe. The pipe shall be 2 Inch dlometer SDR-21 or shedule 40' It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a• new line to an existing manhole by core drilling the manhole. 10, A double check valve backflow prevention assembly is to be installed on any line (fire or 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. VIRGINIA DEPARTMENT OF TRANSPORTATION 1 All work on this roe shall conform p � ct s al con o to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall" be responsible for acquiring all necessary VDOT land use permits .for any work on VDOT right-of-way: 6. If required by the local VDOT residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall .notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8; The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment .Control Handbook, .Sec 3.02. Furthermore, access to 'other properties affected by this project shall be maintaided through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during, and at the end of construction; 1.0. All water and sewer Fines within- existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway draiiage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T.. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill, 13. All' roadway fill, base, subsurface material and bockfill of utility/storm sewer, trenches shall be compacted in 6"' lifts to7 95%. of theoretical: maximum density as determined by AASHTO T-99 Method A.within lus or minus 2% of optimum moisture for the full width of any dedicated street rigght-of-way. At the :direction ofp VDOT Inspector density tests performed by a qualified independent agency, shall be conducted as required in the VDOT Road and Bride Specifications. A copy of all tests shall, be submitted 'to VDOT prior to final VDOT, approval, 14. DOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The 'installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum' design standards' ,and' is the developper's. responsibility 16, If required by the local.' VD•OT Resident Office, copies of all Invoices for 'materials within any dedicated street right-of-way must be provided to the VD.0T Inspector prior to acceptance of work. Unit and total prices may be obscured, 17. Prior t V it I o acceptance b .DOT of an streets,an re i u red street si na e and/or pavement markings most be . P Y Y, Y gg 9 9 / P 9 installed by the developer of,,, at VDOT's discretion by VOOT on, an account receivable basis. 18, CG-12 Curb Ramps (Persons with mobility Impairments) should be .constructed at. locations. as shown on the plan sheets or ,as directed by the V.D O.T: Engineer/Inspector. mac T M P 63 (((A)) 85 Zoned: B-3 ft 1 n I is 1 J' C J q �,�� ,.�i,. .. .','tl^`. .. �dY .. "1 ... - S'n,A. Y.{}. pmgr. �yp� pgty� - 8�':^d •w� .4 i:� , ".. ... _:, ,- .. u, :- .'"'�� '.�'..< 11 MV•l.MA6� Y4 �10. M h. 4. � 4 .J^•fin,. l a d a. �•Y .m p- 43,, !x ..� _.,J. .,,.,1� :�• ev I 14 IN fill h T ;t, � " a 1 ;' 3 -�'`� _ t • t `�, �iL.`s� • .!... - �hen�.m.9zsgh; l , 1. r` �t s w 44 „ I.� •4{. _ J _ � ! l "",.ter -, r ..`v. C.±'.1? ,x �� ;y_r 1 ``J.yl v,�� • d y. 4 r,• -. y . i t, �' . • _ ` , ,, - J - a � Ff•�S ' 4 ,°', ,.ii,� � ti � � � ._,• 3 1\.r i!1 � ; il:`y;`\ fZ / r., .4 f i �_:. �,ti a.x� J �5 •\. `. e.,^� +-{ 4�• f � p r ,1,:�,,., ,,aid, ✓ :'��! an 3'•t�• . r ,.. .. (j, si.�. r'' '' y 'w',sry. l� .� . •�f.-T''��iu.. ''✓.^='"�`'•°'yt%,'r� ,, � '`y'•` �' J � '� �,�¢ , ' "• L ,A S � ^� ' "�j. - .r, I 1�', 3 { J + ,. �J � �� 1 ` ��L� t � �' a• _ s c t. 1 M��, ^•.:.- 1 :� .,,r,Jr� \. �`I ��+'N - ._`-f y,war� . ,�� i ,:.,-, 8•,�� :I,,:�-Y`""'j'r F�i'1�. -.. f4tl ^t' /�• :u P. ., �-• Ufa � ... I Vicinity Map Scale 1 "= 2000' April 20,' 1999 7/2/99 REVISED PER F.C.S.A. COMMENTS DATED 6/21/99. 7/15/99 REVISED PER F.C.&A. COMMENTS DATED 7/12/99. i1her w. cliffo' r associates ire. Engineers • Lend Planners , • Surveyors 200 North Cameron St. 150-C C>ld'e Greenwich Dr. Fredericksburg, Virginia 22401 Winchester, Virginia 22601 PHONE (540) 898=2115 PHONE: (540) 667-2139 FAX: (540) 898-2115 FAX: (540) 665-0493 C H L1 F r-' AL'D A .AlSLOWSKY, JR. Z CJ NO, 020674 y U ( CO',Cef c ` F ,SHEET INDEX 1 COVER SHEET 2 SITE UTILITY PLAN 3 GRADING & EROSION CONTROL PLAIN 4 N AP LA OSC E PLAN 5 IRRIGATION PLAN 6 MISCELLANEOUS PROFILES 7 MISCELLANEOUS DETAILS g MISCELLANEOUS DETAILS IDI Developer: . Monarch Tower, Suite 1500, 3424 Peachtree Road, N.E. is 30326 Georgia Atlanta, e g (404) 479-4000 Owner: General Parts, Inc. P.O. Box 26006 Raleigh, North Carolina 27611 - (919) 573-3100 ITE TRIP GENEPATION+ 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT MOULD GENERATE 700 TPD. E V- S I"" P C 1999 DEFT, OF PLAN NI NG/DEVELOPMENTi FINAL. SITE PL& ROVES 1,. �T ZcN Approved by Frederick County Zoning Administrator Date Site plan shall be valid for 5 years from date shown here. rp of) ----------- PROPOSED STORM SEWER: CARQUEST CULVERT INV. IN INV. OUT LENGTH SLOPE DIA. 1 737.30 736.60 _ 130 0.54% 24 2 738.00 737.30 129 0.54% 24 3 738,90 738.00 180 0.50% 24 4 739.40 738.90 97 0.52% 24 5 739.97 739.40 115 0.50% 24 6 740.40 739.97 85 0.51 % 18 7 741.30 740.40 192 OA7% 15 STORM INLET SUMMARY: CARQUEST Str. No. Inv. In Inv. Out Inv. In Top Elev. Type Throat ft 1 737.30 737.30 - - - 742.50 DI-28 8.0 2 738,00 738.00 - - - 744.50 DI-2B 12.0 3 73&90 738.90 - - - 744.50 DI-i --- 4 739.40 739.40 - - - 744.50 DI-1 --- 5 739.97 739.97 - - - 744.50 DI-1 --- 6 740.40 740.40 - - - 745.50 DI-38 6.0 7 - - - 741.30 - - - 745.70 DI-3C 6.0 ALL PIPE CLASS III RCP j i' USE: VACANT i 00 (so / LEGEND U111Y PEDESTAIS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED ARE HYDRANT PROPOSED GATE VALVE & BOX PROPOSED CURB & GUTTER PROPOSED CURB & REV. GUTTER EXISTING SM. SEWER AND MANHOLE 490 LF 2L,,AqPSS ROAD 0- P PROPOSED UNDERGROUND SERVICE EX. STORM SEWER �-- LOT 2 11."C3 X EX. DRAINAGE EASEMENT 12.00 ACRES 400 ZONED: B - 3 �\ f/l \ / a USE: VACANT NOT ENTER SIGN �' 13*04'19" W 739.35' DO S -- ! 60' WA ER, SAN. SEWER, DRAINAGE, INGRESS -EGRESS AND NO BUILD EASEMENT LOT 5 ! ��/ `� ��. 730R � U-' 1.00 ACRES 9, - i N ZONED: B-3 1 } n ram50 : VACANT f1 , 114- t� SEWERUSE _ � __,�__.__..__..____ E S !'� �� 1-12" 90' END __ __ 1 9 1-FIRE H RANT ASS'Y - J� ~- _.~__ EX. -12; WA TER MAIN `-s FLAMMABLE F.F.-745.50 _ f / EX. 30' UTILITY' EASEMENT i' Q II00 cc � m C \ LOT 6 I� I �I i L� �s l(5o �z 3.03 ACRES cA I C� �I �- EXPANSION ! ZONED: B-3 na i I� I ► ! 27,000 SF USE: VACANT ��, uc>% I� 13 .1. i� j BLDG. HEIGHT = 31' USE: WAREHOUSE \ 1 ~ 00 STR 71 Ca \F�S� i � li Ip I l I fir' z �� cl: _._.I ,I PROVIDE TEMPORARY DI-1 1 - 0 n �,_ _I TOP= 744.50 \ ( 3 1.' ` ► INV. OUT=743.90 I I I I 24'- 15RCP 0 0. 50% PROVIDE TEMPORARY GRADING TO ENSURE I II I i I POSITIVE DRAINAGE. R�DII W I I 0. 14 ' --- - Pl�O . . SEWER I I N' z RE VERSE I I p0 I GUTTER T T R 1 �- - - - - - - - - - z� 'Iw ITS i I � I �� ' I w a'_ 22' 18:1 15 B.R.L. ! 5 B. R. L-. ( II �II o Q 0I ` I I u_j WHEEL..._. I GAS METER O I� II �_ STOPS I PROP. GAS SERVICE I I Y m I I I S TR 00 _Q 00 Z 10 sP C LL I i Q I-- I 10 PROPOSED BRA SH COMPACTOR SITE 8 FT. CHAINLINK FENCING W/OPAQUE PVC SLATS, SEE DETAIL SHEET 8. LOT 1 9.27 ACRES WAREHOUSE 108,000 sf BUILDING HEIGHT = 31' F•F.=746.67 12' CG- 9B EXTEND TO WITHIN 5' OF BLDG. WALL DRIVEWAY ACCESS ELEC. TRANSFORMER POLE MOUNTED H.C. ACCESSIBLE PARKING SIGNAGE CG-12 (TYPICAL OF 3) 5' SIDEWALK POLE MOUNTED H.C. ACCESSIBL PARKING SIGNAGE C ANOUT EACH CTION I S/W. 125'-12" PVC ® .00% ROWDE TEE FOR 3 AIN MACHINE PROVIDE TEE FOR 3 DRAIN CONNECTIONS. SHOP CONNECTIONS. EXPANSION I ! H04,, 582ESFTORE OFF3,15010E SF (�231 "1OFFPVC E ® 2 SINKHOLE CLOSURE PROCEDURES _SITE DEVELOPMENT SUMMARY gQ ° � z �Q�QQQQ A TRACKHOE EXCAVATION WILL BE REQUIRED TO CLEAN LOOSE SOIL AND Q� ck� Cr Cr Cr: 0 SOFT ROCK TO THE THROAT OF THE SINKHOLE. THE EXCAVATION SHALL EXTEND TAXNAP ID. NO - - . - TMP 63 ((A)) 85 AWAY FROM THE CENTER OF EACH HOLE, AS NECESSARY, TO REMOVE ALL LOOSE LOT AREA 9.2748 ACRES cn SOILS. THE THROAT OF THE SINKHOLE SHALL THEN BE CLEANED OUT SUCH THAT p n> No q ; m -� -� 3 3 3 3 THE SOLUTION CAVITY AND SURROUNDING ROCK IS EXPOSED. A LARGE TRACKHOE ZONING 8-3 -, -, -> AND HAND EXCAVATION WILL LIKELY BE REQUIRED TO ACHIEVE THIS DESIRED GOAL. USE: WAREHOUSE/OFFICE/WHOLESALE UPON COMPLETION OF THE EXCAVATION OPERATIONS, THE THROAT OF THE MIN. SETBACKS: REQUIRED _ PROVIDED _ SINKHOLE AND THE SURROUNDING BEDROCK SHALL BE FILLED WITH EITHER FLOWABLE FRONT MAJOR 50' 227.40' FILL GROUT OR LEAN CONCRETE, OR A REVERSE GRADED FILTER. THE FILTER SHALL FRONT MINOR 35' 75,91' rn CONSIST OF PLACEMENT OF LARGER STONE OR BOULDERS WITHIN THE THROAT OF THE REAR/SIDE 15, 64.35 rn SINKHOLE. THE DIAMETER OF THE LARGER STONE OR BOULDERS SHALL BE AT LEAST / PARKING SETBACKS: REQUIRED PROVIDED \ ONE-HALF THE DIAMETER OF THE THROAT OF THE SINKHOLE. IF THE IMMEDIATE THROAT / CANNOT BE FULLY EXPOSED OR IF A SIGNIFICANTLY LARGE THROAT IS ENCOUNTERED, FRONT 25 25 LARGE BOULDERS COMBINED WITH POSSIBLE LEAN CONCRETE MAY BE REQUIRED IN / // // REAR/SIDE 5' 9.61' (MIN.) Cr rn o rn MAX. BLDG. HEIGHT PERMITTED THE BOTTOM OF THE EXCAVATION TO SERVE AS A VERY LARGE CONGLOMERATE OF / / 35 FT, Z �� N �' C, / r . RESISTANT MATERIAL. AFTER PLACEMENT OF THE LARGER STONE OR BOULDERS, THE / / / 3 z z \1-1 FILTER SHALL CONSIST OF SEQUENTIALLY SMALLER GRADED STONE SUCH AS / MAX, BLDG. HEIGHT PROVIDED 31 FT. (PHASE i AND 2) o � z VARIABLE SIZED RIP RAP FOLLOWED BY SURGE STONE. THE REVERSE GRADED FILTER ' �/ // WHOLESALE FLOOR AREA (PH 1) 4,582 SO. FT. z w o 0 0 zi C:� SHALL BE SURROUNDED WITH A NON -WOVEN GEOTEXTILE FABRIC. UPON COMPLETION OFFICE FLOOR AREA (PH 1) 11,350 SO. FT• a �' " o 0 0 - =HE'L'DN7FZETE_'MJ FTCTER =AtC /07T, ?H�EM�N E7 / ,/ WAREHOUSE FLOOR AREA (PH 1) 108,000 SQ. FT, o o Z z z 2 ~ vU, EXCAVATED AREA SHALL BE BACKFILLED AND COMPACTED WITH APPROVED FILL i % BUILDING AREA PHASE 1 123,932 SQ. FT. o z z 0_ ,? W z ? o �? MATERIALS WHICH ARE COMPACTED TO THE REQUIRED COMPACTION LEVEL. / WAREHOUSE FLOOR AREA (PH. 2) 27,000 SO, FT. o z Q Q o co o zi g UPON COMPLETION OF CLOSURE PROCEDURE CONTRACTOR SHALL SUBMIT / / / OFFICE FLOOR AREA (PH.2) • . 3,150 SO. FT. o o a c> �, o 0 o L.�,CL o A REPORT FROM A PROFESSIONAL ENGINEER CERTIFYING THAT THE SINKHOLE / BUILDING AREA PHASE 2 • • • . 30,150 SO. FT. Q Z � � ,_ Ck- Cr- WAS PROPERLY CLOSED OUT / i ! TOTAL BUILDING AREA 154,082 SQ. FT. , z z z o w w Q z Q O � � z z w vi cri / FAR PH. 1 & PH. 2.................................. .38 PARKING REQUIRED PHASE 1: W w w w w w w� Cr Cr � Cr / RETAIL SPACES - 23 (1 SPACE/200 SO. FT.) Q Cr CL CL CL CL CL w w w w w it OFFICE SPACES . 45 (1 SPACE/250 SQ.FT.) cL o 0 0 o C-) n- CL CL CL Cl - 80, 68' j r WAREHOUSE SPACES ..... 52 (1 SPACE/EMPLOYEE) W cwn cn w v w � , Q i/ NUMBER OF EMPLOYEES 52 oQ w w w w ��' TOTAL PARKING REQUIRED (PHASE 1) 120 SPACES Z Cr Q� cl� Cr uj W W W Lu PARKING REQUIRED PHASE 2: OFFICE SPACES ........ 13 (1 SPACE/250 SQ.FT.) g °' rn rn m rn \ rn WAREHOUSE SPACES 24 (1 SPACE/EMPLOYEE) �_ a' rn � Ln E . SINKHOLE NUMBER OF EMPLOYEES 24 , N I \ \ p \ m � (A P X. LOCATION) SWM -1 j r TOTAL PARKING REQUIRED (PHASE 2) 37 SPACES TOTAL PARKING SPACES REQUIRED 157 SPACES o / TOTAL PARKING PROVIDED PH. 1 145 SPACES °' °Q `' TOTAL PARKING PROVIDED PH. 2 68 SPACES 214 SPACES c� ROVIDE LEVEL SPREADER TOTAL PARKING PROVIDED Q STORM WA TER // WITH RIGID LIP HANDICAP SPACES REQUIRED - 7 NTION / HANDICAPPED SPACES PROVIDED - 7 •"" pETE-� z c� FACILITY // / a, 00 130.68 z / // LOADING SPACES REQUIRED 4 0 0 .. LOADING SPACES PROVIDED 18 I W w o / // / NO ENVIRONMENTAL FLOOD PLANS, STEEP SLOPES, WOODLANDS OR WETLANDS i Vo> LL Q I / r / EXIST ON THIS SITE. D XC 1 Co CL Q �;� / NO OUTDOOR STORAGE PROPOSED. w fY W 1-FIRE HYD. ASS Y 1 _8" G.V. &BOX / ALL UTILITIES SHALL BE LOCATED UNDERGROUND. Z r / I N - SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. ,,y 0 O 1 JOINTS 8" SDR-2'1 ri/ FROM PROPERTY LINES. MAXIMUM SIGN HEIGHT = 35 FT. MAXIMUM "VOD ®Q O I1_8' PLUG / C SIGN AREA-- 15o S.F. C / ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE C 6 a U O CL N REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. u a FIRE LANES TO BE LARKED ni TRIP GENERATION 6" ED. ESTIMATES x /` ' �°` �' PER FREDERICK COUNTY FIRE THAT THIS SITE AT FULL DEVELOPMENT MARSRALL REQUIREMENTS. WOULD GENERATE 700 TPD. PC � i r / �/r ENGINEEkED COMPACTION REPORTS CERTIFYING THE STABILITY OF THE FILL MATERIAL 0 SHALL Pr SUBMITTED TO THE FREDERICK COUNTY INSPECTIONS DEPARTMENT PRIOR TO y.., INITIATING CONSTRUCTION OF THE FOUNDATION. elm r •� / WI N C H E S TE R -- 81 L.L.C. BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS °1 /� 304.0 USE GROUP B (BUSINESS), 307.0 USE GROUP H (HIGH HAZARD), 309.0 USE GROUP M �� TMP 75 ((A)) 10 A (MERCANTILE), 311.0 USE GROUP S (STORAGE), 313.0 MIXED USE, 507.0 UNLIMITED AREAS, 3 y ' RAMP TO DOOR A /� AND SECTION 904.0 FIRE SUPPRESSION SYSTEMS OF THE BOCA NATIONAL BUILDING CODE 1996. LU STR 1 / a ZONED: B - 3 OTHER CODES THAT APPLY ARE CABO/ANSI A117.1 1992. 1w b RAMP TO DO R 1 �4' BEND USE: AGRICULTURAL 404 ) r ALL IMPROVEMENTS ASSOCIATED WITH COMMONWEALTH DRIVE AND U.S. ROUTE 11 ARE BY 22 112, BEND OTHERS AS SHOWN ON THE COMMONWEALTH BUSINESS CENTER SUBDIVISION PLANS DATED �t «. APRIL 15,1999. ALL IMPROVEMENTS TO ROUTE 11 AND COMMONWEALTH DRIVE TO STATION s it> LL N j 7+25 MUST BE COMPLETE PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT. LIGHTING SCHEDULE , 1 A (� I ( 0 qN� ---1 Q I w ( I T N � I CG-12 �0 4 5' S / V TYP In �: LL I I _J I l < Z < m Cj 7 ICI- z 5 S/W N � (t5' / 2-4" PVC CONDUITS I- --I ` �- _ 1 I I II 8 o _ C3 W 00 Q I � �-�_ �� I 4.5'R o q� S R L1 J O I m Im W W W / 4 5'R N 3 �P C S 5 4 2 SP C S r _1'z ( i 13P C S SR3� P / � f r z Q pp W I I I I/! C� W--��' i I `_ 9' S R 5 / 4.5 L c Lu z ` I I I CD LLJ W N 11 �� �- �R FIRE DEPT. CONNE TI N Q L _ � _1 z I- �'_ " 1i _ O O O Q wll 2 WATER METER 2 1 2 DOMESTIC -_ __. _ - _- -- - -- - -- -- S€ -V1GE LINE -- � CD Z U N LLJ --I 1 100 l z 1 6.14 T1 D' L' 20 s c s - - PA 11AVY 41 Y� _ I I 1 PA E / v 5Q W N- F - (n I I ( w So 6' 12' SDR-21 W M 20___WA TER EA�EM .T ^ - I I' PROPOSED PEDESTAL SIG x w W MAX HEI HT=35 FT. w f - \\I Q r MAX. AR A= 150 SO. FT I R P D R S '28'55" W 32.48 U / -' _ � SEE NO .. ` r CONNECT TO IRRIGATION SYSTEM � 1-FHA PEDISIAI S16A1- ,�% EX ENTRANCE \ 1 8 "S�� R 21 FIDE�- ERVICE CG-12 TE PHONE SERVICE EX. R/W N 13'26'55" E 208.41 E - -- 150 SF FRANCHISE SIGN CG-11 - -- --- -_ __ _-- - - - G G C GG GG GG G �G-- Li-1 CD >_ G 1 ° IRRIGATION METER G G STOP SIGN wwrDz�--� 1-12"x8"TEE U.S. RTE. 11 IMPROVEMENTS BY OTHERS w�zw::= Cu 1 1/2" x1° REDUCER PER COMMONWEALTH BUSINESS CENTER Crgzw�� 00 0 �_ Z(_D w os 1 1 /2° BACKFLOW PREVENTER 1-8" G. V. & BOX SUBDIVISION PLANS DATED 4/15/99. 45 MPH POSTED SPEED LIMIT �... IN SEPERATE VAULT 1-BACKFLOW PREVENTION ASSEMBLY A . 450'+ SIGHT DISTAINC--E 450'+ _ -- G -- VALL'I--AVE'N E U.S. RTE. 11 - 45 MPH - 0 -�' O. l 6wMILES TO R T . 814 ��tPH POSTED S EED LIMIT ( - 00 w 450' 1-12 TEE \ �------- Lam. ELECTRICAL SERVICE i r 2-6" CONDUITS / 711 /,% yfl 2-40' FLAG POLES / EX. GROUNDWATER MONITORING WELL / 45 BEN (GROUTED AND PLUGGED.) - ADJUST TOP ELEVATION TO MATCH PAVEMENT EX. TELE BOX 1-12" TEE G. V & BOXES 1 JOINT 12" SDR-21 1-12" PLUG 1-8'G.V. & BOX 1_-8„ x12 REDUCER - -----_-�---- --_-- _ EX. 4" GAS EX. 8" GAS + SIGHT DL�ffANCE 450'+ i- 2-12 V. &BOXES - / O z 1-JOIN 12" IPE Cn 1-12" LUG � }- --j_1 Q -W.H. EMMART & SOBS INC. Q TMP 63 ((A)) 66 ' I U Q � w v Q� .. C) ZONED: B-2 T.G. & ROSALIE ADAMS v Q �Q- J ,,} O w USE. COMMERCIAL TMP 63 ((A)) 65 ��� �� L.LJ � z � ZONED: RP ���"� O'Oz a_ USE: COMMERCIAL Q O� �,� v cLi' J P 400 WATT METAL HALIDE PARKING LOT FIXTURE, VERTICAL LAMP, 1-40OMH ALUMINUM HOUSING, TYPE 3 DISTRIBUTION WITH 25' POLE. LSI GBM-3-40OMHR-F-MT-BRZ MCGRAW EDISON GMA-40-12-3V-BZ LITHONIA KVE-400M R3 SSS 25 4C DDB P1 400 WATT METAL HALIDE DIE CAST ALUMINUM, HORIZONTAL LAMP 1-40OMH TYPE 3 DISTRIBUTION MCGRAW EDISON CS716-2-CA14 OR EQUAL BY LSI, LITHONIA R IN -GROUND METAL HALIDE UPLIGHT 1-175MH GREENLEE CDB-175MH-SVS-BRZ OR EQUAL BY HYDREL, BRONZELITE fig THE FOLLOWING ITEMS ARE BEING CONSTRUCTED UNDER A SEPARATE CONTRACT WHICH WILL BE ASSIGNED TO THE GENERAL CONTRACTOR: \ 1. ALL DEMOLITION AND DISPOSAL OF EXISTING PAVEMENT, CURB AND GUTTER, \ AND ANY OTHER EXISTING STRUCTURES WHICH INTERFERE WITH THE INTENDED WORK. 2. ALL MASS GRADING AND FINE GRADING OF THE SITE TO WITHIN 1/10 FOOT OF SUBGRADE IN ALL PAVEMENT AREAS, 1/10 FOOT OF BUILDING PAD ELEVATION, AND WITHIN 4"-6" OF FINISHED GRADE IN ALL OTHER AREAS. 3. ALL ROCK REMOVAL AND SINKHOLE REMEOIATION AS NECESSARY TO COMPLETE WORK, INCLUDING BLASTING FOR FOUNDATIONS. 4. CONSTRUCTION OF ALL DETENTION PONDS, DRAINAGE SWALES AND RELATED STRUCTURES. ALL ELEMENTS OF THE ENCLOSED STORM SEWER SYSTEM ARE TO BE INSTALLED INCLUDING ROOF DRAIN COLLECTORS TO WITHIN 5 FEET OF THE BUILDING. 5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. 6. INSTALLATION OF ALL SITE UTILITIES EXCLUDING TELEPHONE AND ELECTRIC CONDUITS TO WITHIN 5'-0" OF BUILDING PAD. THIS WORK ALSO INCLUDES CONNECTION TO EXISTING MAINS. 7. CONSTRUCTION OF THE 490 LF ACCESS ROAD TO THE WEST OF THE BUILDING. � ;z UoQ • rn 1� w i7, � w z _ Uo� Lnw0 r ���UL+-z Q �o L uj uj00w c 0 0► 0[ � w �►��CL RECEIVE Q MAR 2 7 2000 LLJ rK I--- D (n DEPT. OF PLANNIN(4EVELO ENT: o 0 121� Li U Q QI �i4,4PH/C SCALE 50 25 0 50 100 ( /N FEET 1 inch = 50 ft. Q_ Z3 0 v W W SCALE: 7 =5U DRAWN BY: ✓L W PROJECT NO. 6145 DATE: 4/20/9_9 SHEET 2 of 8 0001, 00 I l I< \ \ ` \ / / \ ' �- ' Cu vt C� 40 In 00 FUTURE E PZ)ND- QRADINQ CONSTRUCTED ' 0� � / / / `� � � � C5 LOT 2. -TDWI ThL z �2 L'i z LLJ 490A-F 20' ACCESS ROAD 00 ZE :� :z Z Q:) 2r'� DRAINAGE EASEMENT Q) (j Q) LLi C) LLJ W ck� " L C) 3/ 1 �' - 0 0`_ — - -- / 9 /� / / �� / / / C ct� 100 YR. EL. =740.57 er- L C) L'j LLj CY (Z C LLJ -V L'j Cn LLJ Lo 736 X V) po Ofmfff (ttff NWEALTH BeS/NESS CENTER PLANS ATED 4/15�/�9.'// LLJ L'j LLJ cl� — — — — — — — — — — -- A — — - RS — — — — — -- 0') 15 — -1r)— — -- — — — — — — — ru <1 4- (SEE- TAI T SHE 7. -q 00 19 PROPOSIED ASH CjWPACTOR SITE AA S s Co 8 FT. CHAINLAK FENCING W10PAQUE n� -'. .1 - - ' I I � ') ROW 'LEVEL SPREADER PVC SLATS,/ SEE DETAIL SHEET 8. .67 746 S T04WA TER W 7H R[GID LIP t-j DETENTION FACILITY • UD C R.. 0) zC LO=8' C6 Ckc 10' C-) >( CL-A�s 10 rz >( C M io YR. EL. --j 39 = 7 .9 :2� RIP R- ca T f % 0 100 YR. EL 00--v 740.57 S TR 7 tj 6 L P DE TEMPORARY D-1 w 4 T P= 744.50 J 'L 15" RCP 0 C:5 V, OUT= 743.90 4 0.50% Poo R6VIDE TEMPORARY GRADING TO ENSURE AGE P�,SITIVE DRAIN o-I REVERSE \ \� 19-U (TYP.) Z LC11 7 ONWE CENTER PLANS A TE z 10 'o uj 0 uj Z 0 uj Ll 1101111 r ; I II I , _.... i DO 0 GAS Q17pilur- 7-0 1,100 Co >( 5 -1 5 0 L o/ LLLLL -DE A S/ PROPOSE�AIE, JST G4 , 5 F 0 MAX HE/( , , T MAX, ARLY 150 S F T. SEE NOT-- r CQ rib----------- >< .�i9�IPH/C SCALE -50 25 0 50 100 IN FEU I inch = 50 ft. : 2— T- 0 In C6 G G G G 00-ot >( rN, / I POSSIBLE AREA OF VERY L OF, CqN44M/N, TEP,,' r 0 Ct 4 C3, S TALE BOX 4 5-- l 1AVY91 P T W A-1 PEaLU-AL �E 0 SF ANCHt 4-� 15 GAS !7= � -... ------ EX. 8' GA G G —G G G >( Q) z "- / !el IN 00 LLJ Ld V 0 SCALE: 1 50 > r'.QAWM BY: J/ w PROJECT NO. 6145 DATE: 4120199 SHEET 3 OF 8 cy r / --7L / I 1 I I . I I I I I I PROPOSED PEDESTAL SIGN MAX HEIGHT=35 FT MAX. ARE A= 750 SO. FT. SEE NOTE. 3 G G -- PLANTING SCHEDULE BOTANICAL COMWA( NAM£ S/Zf AT TIE' OF PLA~ SPAC/NC DUANWY ,is _ ACER RUBRUM _ RED "AIFLE— 2' CAL. O 6' HIGH AS ShtOWIV 11 OtIfRCUS PAL41STRIS — — PIN OAK 2' CAL. O 6' HIGH — AS SHOWN 42 OUERCUS PHELLOS WILLOW OAK 2' CAL. O 6' HIGH AS ShOWN — 17 CORNUS FLORIOAL — _ DOGWOOD 7' CAL.O 4' HIGH AS SHOWN 16 L _ ILEX CR£rWTA HC7Z//' _ _ -- HETZ HOLL Y J6 * HIGH 4' ON CENTER 66 0 zi or � Q 58 REGOUIR£O WITH FU7UR£ PARKING r SEEDING_ REQUIREMENTS PERMANENT STABILIZATION ALL DISTURBED AREAS NOT PAVED WILL RECEIVE— TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: MORE THAN SEVEN DAYS, BUT NOT YET AT FINAL GIRADE SHALL BE AS FOLLOWS: 20(l t Rti TAl1 `$CITE AL..—. --- --- 60.L-$S. 49 AIAN M'66E4 P{R-AG (44i�-4IRW SEPEMHH4}- 12 LBS ANNUAL RYE PER AC. 60 LBS, ANNUAL RYE PER AC, (OCTOBER THRU APRIL) 1000 LBS 10-20-20 FERTILIZER PER AC. 450 LBS 10-20-20 FERTILIZER PER AC: 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS A FINAL PHASE OF CONSTRUCTION ESTIMATED TO OCCUR DURING SUMMER 1997. SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE --- -- - -- -- Vic' n � EX. TELE BOX F F`RANCHISE SIGN �_ EX. 4" GAS GH G G __E - 6- GAS , _ 001 - Lj Li-i 0 1 /cD � cV n t > 01 cri LLJ W U � Lid �wz_z O U O -.J n- J C1 U U cr O O U 4 a CL 4- Qom. / ww 1 � � cr � i ( rn rn rn rn rn °� rn Q' rn / \ r\\r-)L �CIO 00 r op, o >LL 4 • �e D 0 as i LANDSCAPPED AREA REQUIRED 100.950 SQ. FT. 25% OF TOTAL AREA LANDSCAPED PARKING AREA REQUIRED 6,015 SQ. FT. 5% OF PAVEMENT SURFACE a. TOTAL LANDSCAPED AREA PROVIDED 119,304 SQ. FT, PAVEMENT SURFACE 120,309 SQ. FT. PARKING AREA TREES REQUIRED / PERIMETER TREES 62 EACH 1/40LF PERIMETER a i SHADE TREES 22 EACH 1/10 SPACES TOTAL TREES REQUIRED 84 a� TOTAL TREES PROVIDED 86 DISTURBED AREA 9.27 ACRES OPEN SPACE CALCULATIONS INCLUDES ALL GRASS AND CONCRETE AREAS. 3 w /� EXCEPT LOADING, DUMPSTER, AND MECHANICAL AREAS. ,� CATEGORY B BUFFER LENGTH _ 455 FT. � PLANTS REQUIRED 455/10 ' 3 - 136.5 EVERGREENS REQUIRED = 92 DECIDUOUS REQUIRED = 45 ky A3ORVDTAE PROVIDED = 74 LCO AND CYRESS PROVIDED = 18 w I A FORSYTHIA PROVIDED = 46 CATEGORY W ZONING BUFFER TIIM LANDSCAPE SCREENING (LDIK CYPRESS (OAE.)- 4 FT. IUD. LEYLAND CYPRESS (OAE.) ARBORVITAE (8) LEUD CYPRESS (O.AE.) (FCRSYTM - 4 FT. MAN. HEIGHT) 4 FT. O.C. (2 EA) 4' HIGH, 3.5' O,C. FORSYTHIA (5) 4 FT. O.C. (2 EA.) 9.5 O.C. .t2, V y �� 0 `�� —_-- NOT TO SCALE -- - HEIGIfiS SHOWN ARE AT FLAILING Ili Lh� ` �. 4' (� O 3 z 0 Z x o w�`�Gw Q IW " t _ � Z ,- > Q W -4 v U a 00 _rI/ J O V SCALE: 1 =-,)U DRAWN BY: ✓LW PROJECT NO. 6145 DATE SHEET 4 of 8 t' 20 20 1 15 14 N+ I II � I I II N II I I II �I 28 30 I 1 13 12 II II ( II I II I .I II II I I II II II I) 1 II II 9/ i Jam. 0 z w 3 0 0 VA n27 7 \1V 27 20 3 1 30 2 C28 H_21 28 ' 1' 2 20 14� LOCAL CONTRACTORS: 50YER LANDSCAPING — SRENT ESERLING, 540-869-7424 PROLAWN SERVICE — ALAN RDDGERS, 540-662—SJ16 IRRIGATION LEGEND 0 HUNTER, PGP, GEAR DRIVEN ROTOR, W/ #7 NOZZLE e HUNTER, PGM, GEAR DRIVEN ROTOR, W/ # 1.5 NOZZLE O HUNTER, SRS— SERIES, 4" POP UP SPRAY,W/ MPR NOZZLE 0 HUNTER, SRS— SERIES, 6" POP UP SPRAY,W/ MPR NOZZLE O QUICK COUPLING VALVE, 1" HUNTER, ICV-151G, ELECTRIC VALVE, 1.5" NETAFIM, CONTROL ZONE KIT, 1" NETAFIM, TECHLINE, .9GPH, 18" X 18" SPACING Al HUNTER, ICC, AUTOMATIC CONTROLLER, INSIDE A LOCKABLE ENCLOSURE 0 TAP LOCATION, 1.5" ♦ WILKINS, 975XLV150, REDUCED PRESSURE BACKFLOW PREVENTER, 1.5" PVC MAINLINE, CLASS 200, BE, 1.5" PVC LATERAL, CLASS 200, BE, SIZE AS SHOWN PVC SLEEVING, CLASS 200, BE, SIZE AS SHOWN IRRIGATION SPECIFICATIONS 1. ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES AND ORDINANCES. 2. ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3—M WIRE CONNECTORS, DBY. 3. ALL AUTO CONTROL VALVES ARE TO BE INSTALLED IN CARSON VALVE BOXES OF APPROPRIATE SIZE, VP-10 OR VB-12. 4. ALL' CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 14 AWG, UL APPROVED FOR DIRECT BURY. 5. ALL ROTORS AND SPRAY POP —UPS SHALL BE INSTALLED ON SP100 SWING PIPE. 6. ALL QCV SHALL BE INSTALLED ON 3—ELBOW PVC SWING JOINTS. 7. SYSTEM DESIGN BASED UPON 30 GPM ® 60 PSI. 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE DESIGN SHOULD BE MADE. 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. 10, ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. 11. 120V. TO CONTROLLER BY OTHER THAN IRRIGATION CONTRACTOR, CENTURY FAIN AID Alabama Connecticut Florida Georgia Illinois Indiana Kansas Kentucky Maryland Massachusetts Michigan Missouri New Jersey North Carolina Ontario Pennsylvania Tennessee Virginia Wisconsin ' )-800-347-427� Project Name: GENERAL PARTS WINCHESTER, VA Client: Date: Issued for: 7-19-99 PRELIM IRRIG Title- Irrigation Plan Designed by. S.W.C. Drawn by: S.W.C. Checked by: J.A.N. Approved by: J.T.L. rScole: 1"=40 Project Number: 00265987 Sheet Number: 1-1 of 1 GRAPH/C SCALE 40 20 0 40 80 ( /N FEET l inch = 40 ft. Z 0 M (6, 64 } m III 5 i J • m C W 4 ti w SCALE: LL Z C� 1 "= 40 ' DRAWN BY: RAM PROJECT NO. DATE: 8/3/99 SHEET 5 of 8 �_ N O O ^ � �O d J ^O I �C^ _ �vi^ I 'a'r" II 100^ ^ �� II m O i �O� O� O^ �; m �� m Og NOO Q�^��^�� r,�r� II O `t II z0 II ?O o�4 II cam^ II � r� W N�^� N ^ II 0^ 0 v- I- CL F= 0 ��ZZ v) F- _ O21 F- - - �OjO Og2t II f '� I ZO N^ C O O Z 745 740 1 730 00 n I I O :CL Z Z V) Cg-85'-18" RCP C7-1859-1 "RCP ®0.4 0 C5-115'-2 "RCP --- 129'-24"RC p 0.54� C3- 80'-24" RCP ®0.50� 4-97'-24" R ® 0 P 24C R®0. 4% C2 .529 ULOn� NI O 00 O O r< r; N "t �. 0+ 00 745 740 735 745 740 735 w N I 730 1 +00 2+ 00 STORM SEWER PROFILE 3+00 4+ 00 5+00 6+00 0+00 1 +00 2+00 3+00 4+00 5+00 WATER MAIN PROFILE ALONG COMMONWEALTH DRIVE oOp Q © W � � o m rn o Cj 00 x W m = N ao ^ N _ W O a co 00 00 N 0+00 1 +oo ' 2+00 WATER MAIN PROFILE SOUTH OF BUILDING 3+00 745 740 73` . 730 750 745 'Fax 7+ 00 8+00 9+00 PROPOSED STORM SEWER: CARQUEST CULVERT INV. IN INV, OUT LENGTH SLOPE DIA. 1 737.30 736.60 130 0.54% 24 2 738.00 737.30 129 0.54% 24 3 738.90 738.00 180 0.50% 24 4 739.40 738.90 97 0.52% 24 5 739.97 739.40 115 0.50% 24 6 740.40 739.97 85 0.51% 18 7 741.30 740.40 192 0.47% 15 ALL PIPE CLASS III RCP 745 750 lam FF= 746.1 740 745 735 740 730 735 STORM INLET SUMMARY CARQUEST Str. No. Inv. In Inv. Out Inv. In Top Elev. Type Throat (ft) 1 737.30 737.30 - - - 742.50 DI-2B 8.0 2 738.00 738.00 - - - 744.50 DI-2B 12.0 3 738.90 738.90 --- 744.50 DI-1 --- 4 739.40 739.40 --- 744.50 DI-1 --- 5 739.97 739.97 --- 744.50 DI-1 --- 6 740.40 740.40 - - - 745.50 DI-38 6.0 7 - - - 741.30 --- 745.70 DI-3C 6.0 -... Q CG-6 � REVERSE GUTTER 107.00' uri 1.5" SM-2A I 2" IM-1A " 21-B Z I IO - UN -T �3 N ^ 0 Ncr II 4 CL Or U U U? ao W C W W d a0 U o 0 0 0 o q q 0+ 00 12" SDR-21 W M _ W W jO W CL r�x� NON 2 crW Q:: 00 o 0 0 't Ln rn cp r< 00 C6 O O O rn n N Lc) N 0+00 REVERSE GUTTER FF= 746.67 745 CG-6 _ n- Y - 3 C 6 nW 2" SM-2A 3" BM-2 irk O 10 21-B 740 _ J� 735 v� �O 00 0:: ^ N � � N n 4 N �� II N > U Z 0+ 00 1+00 SECTION 8 1+00 2+00 3+00 4+00 WATER MAIN PROFILE ALONG VALLEY AVENUE FF= 746.6 7 6" PORTLAND CONCRETE (fc =4,000 psi) REINFORCEMENT: WWF6X6-W6 X W6 DOWELS AT JOINTS: 5/8" dio. X 18" long ® 12' c-c 745 740 740 735 735 730 _ O O r-� t "Z,- 5+00 6" 21 I EX. S t RM WA TER MANAGEMENT POND cfl r� 00 O) 00 C6 N I Cp 0+ 00 1 +00 2+00 SECTION C 3+ 00 740 735 730 1 +00 2+00 SECTION A FF= 7, 745 740 735 O r\ 0+00 0 3+00 750 745 740 735 � C rn 0 CNN 0)Lo O � Z Z W g LLI W Z Q o O Q W Z Q ~ 3 30 vi Z CU O O � u-: � O w m w W � G a a � o 00 uyu cc w > w cl� cr- Q d co c 0LnU^�co *Jim v (D .416 > o c r` c c c � s R LL L� H c MADD❑�, JR. � o CERTIFIC41TE N❑, Z TERED PROF SSI❑NAL ENGINEER _ 4> U r-' \ - - -� 745 Q� CCS � - 740 U ) -2" SM-2A 5" BM-2 0" 21-8 U --.. 735 v c6 r< v 1+00 SCALE: 7 "=50' SECTION D DRAWN BY: JL W GRAPHIC SCALE PROJECT NO. 6145 50' 25' 0' 50' _ 10U' DATE. _ 4120199 1 INCH = 50 ft. HOR/Z. SHEET 6 OF= 8 1 INCH = 5 ft. VERT. -- BAD POND A SWM-1 DRAINAGE STRUCTURE C CRETE COVER F DD7-7 ETAILS SEE S HING%D GRATE TOP OF DAM - 741.Q' AND COLLAR SEE (1ETAILS TOP OF SPILLWAr� 739,6' �� / Embankment to be placed and compacted in $" lifts. No topsoil, organics, or stones greater than b diameter \ shall be used Material shall 4 compacted to 95% of maximum density of plus or minus 27. optimum moisture. 4°e 4Q' - 18- RCP O 0.5% // ..�� •---..- r r� .��. -�•f. —„� —r— -ram ---•--n-���\ /•, / / ROUND OR SQUARE - OPENING THROUGH THE INV. OUT 734 8. / GLASS At RIPRAP 1O� ®CLASS Al RIPRAP TO BE USED TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE wrw wa IIIIIIII�IIIIIIIIIIII IT;: ,���pw..•,(w n rw wlwMlwr�.\�♦ :: w w w ♦ e w;� � � � w w w' o,� • • �.... ••� •' fir, �r.� ��!►�1•! ., . �.L•.wla.(.. A• �t�I•! ��l1�tW1�1� �� �j,F• �1� 1 �I ✓tl Zr IIIII III 'lj 11 •1 1•� , 1 II. II�II• ��1'I:�'1.�'iC���iti!♦i� ' �tiL ' ���t�iiYS�> ✓LJF•UKLLU LI LKLIL SO(WE: ADAPTED from 1983_Y�k WAIN WAIL SECTION B—B S41 potion and So&ynt n�/rol, and Va. DSWC cast in place access door, centered in top (see note 1) Varies 2' May. a property ins see note 2) roadway box 2" It K Copper tubing (no joints cy from Main to curb stop) saddle ith corporation Ford FC HH 77 HC-15B 2" custom setter (m#ter by FCSA) standard flat top for 4' diorneter manhole finished grade 3' rider section for 4 diameter manhole with cutouts water stop `,z -solid support blocks main Under custom setter ball Yolve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut I' NOTES: 1. Access door shall be by Halliday Products or our approved equal: 8" a) in norl-traffic area - mod4pl no. S1R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shalt be encased in 6" dia. SCH40 PVC or SOR21 piping. The CUTOUT DETAIL piping shall run from one foot beyond sidewalk, typicgl across the street, to one foot beyond sidewalk. 1 /210 and 2" METER INSTALLATION Figure AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 PIPE OUTLET CONDITIONS A Sourpe: Va. DSWC concrete pad C-6' sq t 6" deep screw type adjustgble valve {lox locator peg Lthrust block 18" to 24' SIDE VIEW Plate 3,18-1 36' min. valve megalugged I to main megalug r♦�1•• "t�li'� 8 x 8 it 16' solid block (tor valves 12' and larger) GATE VALVE Figure 8 PROWDE TNP'Y 6' CROXE A 7J75' P4 00 FOLLOWNO WE S rA81uZA nON (()£WATERING DEVICE REMOVED) MARK LYEANOUT ELEV. - 736A METAL ORIFICE PLATE --DEBRIS RAP! PRO`ADE T,MPY STONE FILTER 4 PROH'DE 6 • t 4 £R L*- ropsi,c PROWS 12" LAYER OF HIGH-PL1 Sr7arr $ L eCN OR M'r) COWAc7E'D ro i0o; 0r M.o.D (4S7M D ISM), TRIAD TO VERIFY' FIELD CONDITIONS. FRONT VIEW (DEBRIS RACK NOT -SHOWN) SILT FENCE CULVERT INLET PROTECTION --- ENDWALL TOE OF FILL SILT FENCE " DISTANCE IS M' 41NIMUM IF FLOW 41 1J TOWARD EMBA•I(MENT —. FLOW OPTIONAL STONE COMBINA TION FLOW •VDOT 43, 0357. #5, #58 OR f57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN • HORSESHOE WHEN HIGH 'VELOCITY OF FLOW 5 EXPECTED — SOURCE: ADAPTED from VDOT Standard Shtoh and Va. DSWC PLATE, 3.08-1 6" dia. schedule 40 steel pipe tilted with 3' concrete and pointed yellow s s 18" dia concrete encaserrlent ; inrusr DrocK BOLLARD DEUIL direction of setting to be approved prior to installation as required concrete pad 1'-6" sq. x 6" deep 2' min. - 6" ma,k. tv I � - stone to be minimum screw type or 6" above top of base adjustable valve box - �__ I I k •'y- locator peg mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY Figure 9 TOP - ? ,,9 7 ORIFICE PLATE INV.- 7350' a A.� 18.0 IN. lY.. k ,f9S k Ar , a— PRE- A I .s ^v �Jr 1a rl � �" I }qs' A,. I (� ° Y 0 q/ 3 4rTt�6 s t36 ST--� / � t1 11 r � I 4)L- s s � r ArP05 / t {. ✓ a 1 k 1 >' .911 f CAREFULLY COMPACr,-C sci£Cr BACKrILL AGGREGATE STANDARD Ivor To sc4LE TRENCHING AND BEDDING DETAIL CONSTRUCTION OF A SI�T FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPOLOPE ALONG TFW LINE OF STAKES. e'MAl(. fro► �- j = ,. - ,ul lu 4' 3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EX(AVAT$D SOIL. TT INTO THE TIWNCH. FLO F SHEET FWW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAI AGEWAY INSTALLATION FRONT ELEVATION) sD= "opted from bwdias at 2M na heck ma_ knim tar BMdiment S� "TL im $Demo+ eid Iryent WA TE�SHED MAP k 8" D.D.0 12" (see note y3 8" F.0 0 _ 0 N $3 DIP DIP IN OUT " �_�.Doo 1 d L) REINFOR „ CONCRI 1�.. 4' UL/FM CHECK VALVE 1SI .ED TE i14AN VItVy W/bALI, UNIF 4' x 2 1/2" x 2 i/2" /SIAMESE CONNECTION 4" Diam VENT 36' x 36" ALUM, w/SCREENED TOUCH READ ACCESS HATCH USHROOM CAP /HALUDAY (SLR-3636) Cr LV VAULT SHOWN AS MANUFACTURED BY THE CLEAR FLOW CO. -800-869-8384 ALUMINUyy ACCESS LADDER m iV 6" Diana. STEEL PIP BLOCKOUT SUPPORTS FOR DRAIN SECTION VIEW NOTE 1. CLEAR FLOW VAULT SKIPPED ASSEMBLED WITH HEAVIEST LIFT APPROXIMATELY 24,000 LBS. 2 ALSO AVAILIBLE WITH H2O LOAD RATING , 3 8" AME1 3000SS DOUBLE DETECTOR CHECK w,METERED BYPASS £SIGN TJ_2W0vre;oe VIRGINIA DRAWN 3TEVEN L GORDON THE CLEAR FLOW C CHEC C 9 S URY _ S INCH D.D.C. PROV P. 0. BOX 1467 a 4 s 1321 NORTH DELPHINE AVENUE W/ IAM E S E t Nam_ DC{I-24oS^ WAYNESBORO, VIRGINIA 22980 (s+o) 949 - 8389 CONNECTION PROJECT NO A•>3& co 0 U LLJ Q v) � F-- N h V LAJ � G U P /Q �L (J (� � ULi Li 4-CE ate'. S: S: ��- / "a" - 9:� 2 s - LC) 0 "� Q ° 1 co C C Rf IL 12 J � k N • C1 LL H Qi o CIE. MADDOX, JR. Z o u CERT FICATE NO. ` 091 v GI TERED P OFESSIONAL ENGINEER * REMOTE TOUCHREAD REQUIRED. F, C. S. A. METER REQUIREMENTS: ALL METERS SHALL HAVE ENCODER TYPE REGISTER FOR AUTOMATIC METER► READING AND SHALL CONFORM TO THE FOLLOWING: 1. ENCODER SYSTEM SHALL INCLUDE THE METER, ENCODER, REGISTER, 15 FEET OF CABLE, AND TOUCH PAD. 2. ENCODER SHALL BE ABSOLUTE TYPE; CAPABLE OF READING THE POSITION OF EACH NUMBER/WHEEL. (PULSE TYPE ENCODERS AND BATTERY POWERED TOUCH PADS ARE NOT PERMITTED). 3. ENCODER REGISTERS SHALL BE HERMETICALLY SEALED. 4. METERS SHALL READ IN U..S GALLONS. � Q w � i I�r-4 0 C.J U a) v SCALFE: /VCNE- DRAWN PY: Jam! W PR04ECT NO. 6745 DATA: SHF-ET 7 OF Dt-I I Stee, ",a be pw+lode wMn n Is Tar •sae Nf.TfS FM aedfe fur Sid S?-� �-"�4-2• --- -•"I — 2 T 1 ♦ % 3-0a .W rok iii. Itr olive, IKV v M A For 9,0M., iiii ,.s• I -a T m x(] suuh"n Wilms it* Invert is lab"DOC I_ .... _ _.__..._... Srvwoccatnunr. rHM S+odop Plan IS-+ The cast of ' yi a ,•y - a•a"p,h e'9• furMhmq and alit all rnawall nclaa,n%ro It. N A ( A p " 5 I aie,e 78,w slloerrn 4 to a ,ckdld m fro or" be to Ile dear N•� E E IrY=G -S1r 24• a H,B .risen .nel compete 1 `o in Tho r-e. may to DI-CMI a, :all,, dace As LpSI oa ViaL• cortcrae b W (Wes a ! Fr vl,n.w, . - . Tte 1r a+r"nsrm sb•r m •w sw•deds old w•t'rfnd o++the d•w .11 to, rn•esvnd from ,he m+rt.1 me .J�.•. SECTION A -A led, PW rot/• by n' Ito aa;!.n Pan•.+.'den•«mns -T-- I vie apwatlmole u+h for esi«rotsnq,w,vvses one the f{• -7-7 -- -1 9{ aclwl d,m MWII rai: be terennma: br me rennauor {-Y— hcm fieb co,anhots PLAN 44 s i'"senate nova P etvd..z` V, ?be Pont line ewe+ of to ono ape • nqn•, run f Crrdtl Romorddt CCrcbe 'Spacedrle cro oaoceM CONCRETE OLMN?.IIIES F3R MIN DEPTH me,rssxn of •w snwrwe, tr. Inner r the .VLLon *•Ne•p nod aver 12 It 2"Powc I,Qar.ae w'0,ttn7 o:r, n,!" 10 serer, i2 ra,c "pe- 144C Co Yde Ca t," vas. be snow .rT censer ,nano 1piea•t s,aa cblh �4• meta a ptyosted NN, •,n, fenbmen• !S Lac pm• tS2D C.. YAY_ COMMne x aor,ee,7 d •de n "idtr,ucltn Tne coo sa n,w,•wle.. wv" ad 0 03 JlCh. m/AbI 4 h' w d dwell0 2•, 4loin+ may tw r+inL P'a• - 1620 Cu v0" Concrete rest d,aD"V sled, tw elo,oed r M ace two fur ^,«r realise 00% c,+c,se,W fn m,Y ro "odled Slid 9d-dad T•DI-3.4 o"x pm I-01y W rai. CAM leas c+ALtM d strucisee. Add 0.440 C Yrs vet addlndne sot d delft oea'mle o.ufm iStr 1`10N STEEL- _ SECTION CAST :RON _ - 2 6•. NOTES N'i ♦`hM-. __ triad ro be _-�----rL' 3r Pre -' u.! Ttn rd,c• ' lr r U U r t'_�.$�._ fftt I i Mr argil nme ,"mods d x,ma I C ` 11 I ' `rsna nr acaa•al co9` tn. Ennoe. C u se y oe submwnd for IteIt rmI m Nimm .L` n �� N I .ups b eMwn nescr wad l 4Wbe Eat7IN t` HIceN.T 'ft STEEL x CAST \ } r 4 vsnob �- w , 1aoN I f I,. I i t---t 1 Ire "r Eli SECTION C-C - , j APPROXIMATE WEIGHT SECTION 8-8 ryAteNSMNLS fOR C15T IRON ONLY Cam' "a' --I Grote 36' : 161os DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SREFERENCE" 12 24 PIPE MAXIMUM DEPTH (H)210' 233 :'RGINIA ^EW1RTh2EFT 302 10401 TRANSPORTATION D I - 3A 3ti 3C . 4. a SnaOmeAwa.e opp of 12. rc +o 0. M11j .non .'ea 01 adwsldd one be bill' , .- an Dn qM Ioos,n,rg ca11010 le litcanbm•n' a.vl 41'3^ard•,n `2T'2'f•i i t,n, Ill 0 n.4ar•r , Gawn.red Lam -lie .Neal Ili DIN Wf ..1. ypmwx JUT f a,a",ae1r .pM M 2' : -c � J �-�-9bfe 915;a.a1•-y _-.__.__... _I � ' ttiw Ma n.w t !({�_,, �-. - �.._•:,.-�•-ds�I1 - - ----fir: -� I ' I I , let f-•, tw1Yr. For deselle of We,r•an• 6 :.ow �•� n, 9e G-z % Or- [$p�'`I `'. rf;. Idlr a wr•.t I 1 'I J r•r i i ' r11 't� �_�• a �'- ---' I * 401F AMLb II. }4. II .. ...e _ / li 'r I Wt D `M i Ara L S__ J ^L w _ 2 a 'ZN Itur ow " c..6not- w ... Gw• a .1. nm"ra a, Sore ., to 64 —lid ts« M"'I A. .> Pt AN I .'s"+• 10'It4e �lift b,• I•". aa0 r`Or M p„Mr �" .w"1+nru 'n! e.p+1:�40• IOldt !-- • . w,:, ap�h mry n care a cwb yd pale 4120 ' • '',,,a f ri- 1 ro-+r r•r-. E'�-rr- I A BECTION e e rc"r" S - - - - - d :•r..4, Jell `ill 0 I - •------- - - _._I. -1 i of eI•"W it •r•e A ro,e died. —1. de uedd en C /- I I Q'-�_ -e"W- ! w.,s •,N• C0-I a Cd 7 SraMwlr e s•D,a"•Yr PRONT ELEVATION tyre a rod 0e"1 Val lie mud Mo. _�>.�cY--J 'd.nrwwel rtn LL-2 i Cri-6 bsdndd,esDIN1 nd,e»r.re „um ie A h R• WM 7" : ue• .II ley -OoB net Ina M uunar +o aar woad« mu••.w •r- I i ice•« oR r.- a• p'Pa :" rs "4 •n" 2.12 e,e.ul •w•eura l •vr',a1 wr "e 1 ae wtrMe.eY navel III Ito Me and M oo.a ».nt r!n"•,•I r+ONr ••O,W,t WMr •^•rY M con.rrucYa "tllr :9r(•era w'K K Jr•:"..tJeAlli. P pav)•nJ ,I Mown •M eln•c tore. TI• t1eN1 ,.4'm«h a am•pn,tld N!N e.I ♦ i.- CMG u fee".bbc, .r awoO• r• » . Nre era .:mi k+ rro l srruurp Ynel DP mU.ada n D,[ ,w [e Dd /r dw aR Jt rin +In ow J o) I'n `_ " 1 r a meN. r i•__ __i_ ° •Y! ."•.r. •w +ren4od Dro•.ry � -MB M•".r•re Calt rebated 1,•Rlr b 1' e-e •""i 1• Ier d.n"werss and ow "Mn w 111een esa alwt 2p 2 eNSM r encode �. _--- --- -- SECTION A -A DI - A DI-38 0I-3c •--- _— - r. __ _. L • -A-• M1•. 4- vorrobarboo �nY " , - _'� I Iles I ' ,.ii" -• n, , lea". an a.e•• eon nee. ,o N srrrrrrnrel sn.w•a rnr .s r tY :." a ­,11 — ,a.seY a• .•"",w J/ TM •R"perr•nsnon .row* m IN ftordardf ore ID•;,r Ina an I7/ pans wlli « 1ei0inl° " +•. wr.nro • •. a .�a.a •. '••. s a e•e .. a" am r•r r••.Yr• DETAIL eit Ui[a rr.eoa..•ea Derr uv �nrnr .l 'ne o t.1. a De ro Irw roP el Ina ,rrtc r..a. *tan "!+' I_wtert ale del .,.. ,••r c•.., .• we.n a ala+r ADJACENT TO C4*9 d nMn..oi ae opprCnmotl alp Im e•nmannl mrvn,er can• lint io-1 d—ei t. 'I r W, TOUT GUTTER M11 be brain. hen or ,na Lenlrx'er I.OM hoe rP ndln�n,. wne+'•1•• • r"•1-n .-O war"n, N:• a .w• • • r• , .N• lea ianw* Sheet t o12 STANDARD CURB DROP INLET SPLCIfREFE CATINE1vGE 12'-30rf PBEFE PIPE MAX IMUM DEPTH (H) 8' viRGINIA D%FPARTM_NT 104 09 T RA NSF& TAT ION CC_rY RSt�I Mr ere aloe _- Taper Or10 frlpQK darn too .rills Zp a mvinue of fuN hipfl r/1Are 4tXVIcoNe. =5 a v erg.. rP M Yi IA1,'r ora7rtee VW rllofn skso Wir CWK 1 a SAreha1t Sew A•,ywr1 toll CmI1nA;rravt ArrY Par can a nntex]hwe's.Daxret'7-+C •n r,l D•r.'rm hoe-ensadweo,. _.. r u',nlbp 40'C.elt it peveM «" em•r+ - - '.• •":re dN•,lt tit 104r.d -`fen F: n• lmrr.irt+ r.tw ., a .e. -Aw'De^ butter �,,. .'- _..--- - r- c. c 'ps•+y t__L___. .._-....L. f-'_-. r r G - cb rAl•te r:~ _..-- i (�E I + I ,toll. A (I� Noe 1n'.-< t•MMn. fin. .:1_ J F - Nit y' .-._ .. - II rrn.r cal.. sn 4xs+s'\ I&". Cd ��� 1 t� 44, • � I , L....Ir . i'.._. r=a•+I.rnnl ro I -_ I^I z- -, • - *d t_-'B- 4- ,, •.. ( ' II' a-__�9'r• COLLAR C N.'n , l! a -- E, /M•. .i _. y - .__N /. ..•ten ue +ne ' +r- <R 1' t: 1•t" ( _., r ,,yt 1 .TrSkV. r . ..•.� *d fJ. ?•"A „net. lit weL•••. SECTION A -A PLAN', Sr'E4♦ lie• 04P de•rnM se. sic,ST .. , .., . ' - a ®rode 'n,•orev 1,- be wnrw M «v:rr:.on ram, ales -MI Wy to rub a c wr. '�_. w —-k•...-.-�_......- ...1 .. I - k - SECTION D D j c'--'T•* �' r.-• - t i i. LWrsf B g'/vp olio s a2 - -_ Chr.m4e - tale on +. -let, SECTION B-B We 4e,e' "RCI;TF',EVATION l Csa.,w 9,aa than lien balW't - SECT ION F. E k ':j.; • cic•4rr q ,', h ,e,l NTAr4l x rSAy " nx s"u lure 'te .. ,., L . g^'N•+7 yqi. lrM ••' J4d •Ivr rr,» lY: iW.'ha i"•uL1U'2. FA F Im I' � �! d r • SECTION C C I gwfilC W' s¢ Css a >l4os •` 'sRAr a E 11 . t+e n yin• s1cr tr :,e !ne s orrJaSs A p•c 'Rd 7,1. t me'y'w II et - ( w4- -x on pm sr D .. SECT' ON C7iF •a •!a F. d. tt stave 1 c l a It rp de Idlro reP me el A'M• R t'd' St.wr 4 ah <-* r -, tRn 1e t• aIn,-aordr (a n.. amm. '0 - 5[t uO lM ninal�r•4�;.nf ., - �•-_Y wl:aC^"), J.Y -i _ 1) -M x t �eG b. lne rr •,6 -r rr '.. I - zLa-_ Ind el c. rev I I � ETA AR CURB DROP I LET _ ATr::',� ND 1. D N EI . r�tt 12' 'L4'P[PC MAXIMUM DEPTIi (1)= —_—� - z. VRGINIA -DEPARTMENT - _... T?AN F']RTA - ION Shot 2Of 2 DI- 3A- 38 3C TABLE OF QUANTITIES TYPE DI - 3A L AREA OF SLOT CON- CRETE REINFORCING STEEL gAR$ A Na' Lin. Ft.`' - — BARS B — No. Lin. Ft.' _ - — BARS IC BARS D No. Lln. Ft`,. No.� Lin Ft.' ..._.. _ _t 1 5'-7- 3 3'-2" BARS E --- No. Lin. Ft.` BARS F - - -__-- No. Lin. Ft.` BARS G - .. _ _ _ No Lin. Ft.` WEIGHT . LOS. _-- Ft, 2'-6" Sq. Ft. 1.15 Cu.Yds. 2.26 I - — - 6 1'-0" 22 8' 3.67 3.48 5 13 3,-2 4 Ile-6" _ 3 1'-6" - t4 1'-Ole — I'-O' 64 156 3'-2' 4 " 3-6 1'-6' 4 5'-6" 10 71a6 3 5-7' 3 V-2' . 4 5'-6" 3 3.90 5 3'-2` I - 6' 4 1'-0 204 10 4.54 7'-6" 14 '=71o6'+U 3 5-7' 3 4 7'-6` 3 D I- 3 8 12' 7rto6 IW 3 V-7" 3 3'- 2' 4 9'-6" 3 1- 6" 4 1'-0' -2 5 1 5.50__ 4.3 4 5 9'-6' 1 IS 478 5 I I'--6" 22 7106 ID 3 4 1'-0" 298 14 6.42 5'-7" 3 3--2" 4 II'-6" 3 1' 6" 13'-8" 26 -rtoB m' 1 3 5'-7' 3 3'-2" 4 13-6" 3 i 6' 4 1'-0" 345 16' 7.33 5.22 5 5.66 5 15=6' 30 71os Ki 1 -6" 4 11-0" 3 9 1 f 8' 8.25 3 5'-7' 3 3'-2" 4 LS'-6' 3 20 9 17 34 67To5-10' - 3 5-7" 13 3' 2 4 ---- 17=6" 3 -- I'-6" 4 1' 1'-0' 438 6,09 3 1 -6 61 2.75 3.01 110 1-9` 4 71nI541 5 5-7" 3 3 2` 8 1'-9, 6 1'-6" 2 - 1'-0, 1 1 1 8' 3.67 3.45' 10 2'-9' 8 T1oV-V 5 5 7" 3 8 2-9" 6 1'-6, 2 l'-0" 159 DI-3C 3'-9' 12 67406 5 5'-7" 5'-7" 51-7" 1 3 3 S-2' d 31-2_ 8 8 3-9" 4-9' 10' 12' 4.58 5.50 3.69 10 6 6 I'-6` 1'-6' 2 I'-0' 205 4.33 10 4'-9' 16 6'--toe- '=nob' -Ile 5 5 2 1-0" ' 252 298 14' 6.42 4,77 10 5-9' 20 3 S-2' 8 5'-9" 6 1'-6` 2 1'-0, 10 6' 9" 24 '7105-10" 5 1 5'-7, 16' 7.33 5.21 3 3-2" 8 6'-9" 6 1'-6" 2 I'-0' 345 let 8.25 5.65 V-7- 3 V-2" 8 10 7'-9" 28 s7k,G(d' 5 7'-9' 6 I'-e 2 1'-0" 392 9.17 609 IO 1 8'-9' 32 '-71015 " 8'-9" 1 1'-6' 2 1'-0' 439 201 5 5'-7" 3 3'-2" 8 6 * Denctes length of one (11 bar - - Notes All reinforCing bars to be No AN cast in place e:onaere to be Cicss A3 For acceptable o ternole see arecoan Stordord Dit Concrete ouantmes sho4"1' care ler depth iHlof S' 2" w2lhoul pipes Tile anxrunt d,soloceed by pipes must be deducted to reopen irn,e glsont ties For ittleIs of afferent dep'Ins Yds of com.'e!a for eoch rrx,t of ttifference a, depth odd or subtryf 032:t. i_ ength of Arv* fron as shown on Sheet ! is to be L It A E? 4 0 ohs per It SPECIFICATION REFERENCE z33 302 STANDARD CURB DROP INLET 12 -30„ PIPE MAXIMUM DEPTH (H) =8' VIRG!NIA ILPA,(TMENI 01 TRANSPORTATION 1104 10 0000• O. O.O• Oro• o po0� '" VOL .T"Yin �ocs u•aa. a• I v olio TYPICAL ALTERIIIATE RADV PLAN i '��--65fOR USE AT rWPLAC4Bt£ SIREL7 •5 8' Bars a I?" CDINNECTXINS AND L10tlYfACIAt *.For carmwclof Enronce RAUTAL PLAN a' Circral. iNrRANC'f5. aaro,rdmrcLl/steer cIJtOed ' 1 Q _ PMAVI)aDre J� � ' " •� Y!A - - - - - - CauausY/rrs .lard for U VrY.IM1dIA LJ o�•o�t� / s!dewds a Q •r>P tf T oar c� o�' o• er 5'ues.dl � .a(; Sala E ► - -^--- -- __ � �_-___ 6blt,00•o •' �'�' oar % Sam /2d Yo,J"am i A TANGENT Pt AN sp ISOVET NlC VIEW �TwAtrw Srd.W-! CGI is USW. ,VOTES r Slde..ol1 .lop 7" lit Ile avltleufn Cwb rav,tp l,uy to De C'loss A ry2rrde (CpSl A-1 If aced,, III/ Llprestslurtl l.'Ye�r'd reebA tar rlrM•e &lilt sirlpr Ivi l.'nrsrp to defecratW rWr,'r19 Surlore czar/., Ne sflfre rlueA d file ro"W ,lay stadia rAXr ay Ts acfN.'a a led stage Pracosr or cnsl /n ph"). TM deradah'e .•a, Nnp shell be Pto./dad tV an v,p soa oyreVW1 srd. CC 2 -------- i 4- - _ /;NSA Rc1,rp SA011 Tr e.ceso a ;,o.)oe,m Sipple d 12.1. Or CC;6 - -- - rforad sides of ;100 a to DI Dy Ki iw lJJX Nei ro !wr d fxu lrN xxy will soap floor, a psi, . " • ' ". arssobAl COM1slruclFa7 lai.'v "Irn raq,.drw bars. tt rump /luv Is p'dcaL, rotas f,sr fF ppldea far .deli, hot u lhll od/:i Nrq tsar all 1 sloes can N "W in pic" offer acKwomryd Prevost<onp 0"'Prencst, corcy ate InON be class A-f. SECTION A A TNs /rem ak& ew Nepvrfed hers as IQ be No 5 4 9 aka -lid I' order ro card• Ok.V earn slogs d its ramp pr acnsY or cost In plane, (Amr, wrd,144h d raap flay. Yirdmu," ,.Tva,'de awe I 15 . E Aa't • lP c c carp NAWs rid be deoluded Ord paid for of tM ccit undl orhes far h)rdf;AnlL Ceosel //�� Pa MssdDN C,vLsrr,Af(on Caxferl SJden.dt and f.yosed upQ,epdre skl•.o,r. c'c•rpll/ft piass S44ip Mod hv.IMLA / .UTAI / Clrblarb aw p.,na slgae trarLsrrlaas m/also ro Grp maps are IncAlded /n pq'agrY It of ,:orb/urea and putter. _.._ _ _ o.a"•a•Afs a r....._ r. ___ W al used In c:vf/rrriYturt wRn 5furiourd CG 3 a' CC f, lea curb (ow an ors Stvadofd Is to bd ud%utred lea march the Ava,rYahe out cas'lpur ar)an, SF C,TION 8 8 ■ AccasshelP rate Is aer/ndd as u cwitlruw Cure RoAgtas are to a Ax aw as a,'uwo all Ire pions f as alracte,f Ly its Eryir, bl r. linor,��1 uf2Xasfrucrdd.tra".firm ow sflp r&OslMr T AIy ore to be p,aloW of h9a sarYfms wrial wiv an xYassevib rare IE rlfNn its rigor a Clwrlt of EAprued app/epote sidewdt path ovre2vlry oil milesslhe elemsrrs or a way ale a lit red11r1 crass•s o curb (eywa/es of w•'syfr tWowels Is s.lefing. focrary ff& ron to OAW"/ed. Ivrarsd and xr*040 a nsre4t.9ee 7,* fly m off sar from Pedssfrilart erassraalas as sewn on plans sw faS t� i91�d s!,)pvaft a tldtrrOft Nted by purr sans with emrlly inpor,leerYs, or os oitecled bit Erpitiow.hn sro,d to Let taws/ bwna ."54 Arai, /insae. 7 CURB p p RAMP E.I91rq liar poses, fire ryoront. drop Itwa. Sic -will oleo dl.cr place Garr. CV / 11.E . _ _ _ — srtnt•rsai' AEFf IeE'eICE (PERSONS W17 H 4108101 Y IMPAIRMENTS) s� iK7jDy�- Vh%IN/A 0CPARTYEArF OF rRANSPONFAJ" 5(H LEVEL SPREADER CROSS SECTION VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. -� WITH WIRE STAPLES #5 REBAR TO SECURE TIMBER 7' MIN. 3, ` .- UNDISTURBED SOIL MIN. 6' 2A,28 2C WEIGHT 55 __.04 - 119 - 154 189 _ 224 - 2.59 _294 I 329 364 115 150 185 220 255 _290 325 MID t: npN o'er:,. r4l1 2 �>I i t04 04 '�J Tb rned-pane of Ia'eeN p,m r Fill t ' JJ(I •i / / II 7 c e � ap / I I / 9bPe So dal +a n.r I J! pr„lel Prw SECTION A -A ='- METHOD OF TREATMENT IN DROP INLETS - Tr One at tYMee- pipe dAmer!!•) �1 •he oIt•e,e't sues of pop• we NOTES \ 5 rsop•nq of •+q,nAold beer' ,nfrt ova r7 m aeCadMef trite. tors O'aw,nO n to 1e91T to ,nose sflucturss sp601red on Plans or ener! .r elf, of Prue 's above rr."let of its dCtJre. \ \ / j%% _. •$,ODe to (ft. n II, -, I d ousel Plp! ! 14011ole N pap 441 to formed I" w to and corn•*«rod rn baonJw,,v wdh apOtledala stondord Of spdcaol ,:u.Irnq TN overt s,blpn+q ,it lot nano*: s w con" d a Mr Ilona Cane- Concrete mecantarmmg to t.laY As Ca Class oftrrOf 257 of clove aggregate relay De up so a",A aena,@, and acnaldl of ,fen.•, 1,no M Dr•C•• brOl,en Ltn,tr•I•• l i r/ a I ' ! J B } �jlr'^.'r n bf011en ConCT11 biota The wr,l^_ce •MIL be loll .r,*Ctq t>y '*eons , I .' of "na rro,Nn...d ir.DM or me coa9p rse ore9dte linos, •amain e.p„'sec + -'! Clo-i of ~I seloWna os sra nNa,n ate IN t—utis pdrpawes on.y. F n rrcnneM or Drop 'rtdf " to W sil0p"cf nMvdeolly to bn! Irf the ---- • • par l!uror Wot ood 00 #1 tanhgwdnDn and flow '.,ft �_� PLAN SECTION 8-8 METHOD OF TREATMENT IN MANHOLES SPEGN REFERENCE -- STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT I RANSFCRTATION IOtOb LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC:. 3.19, RIPRAP 2:1 OR FLATTER SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 City C)f Winchester 5tindard Utility OlElail Depaitrnert of Pudic Utilities �. { : Ile, •YICr7 XV R.tli:s .t: t it- wr •GMAT __._.._. 1 tit ♦ JTx rs••y+,ew; r41. VA ' f ndRf T• - , virffCaea strt'.r 7 1M A. A_ A;A eeerr Ft 1 f ttt (�+1ctl t �- .SHi►tl•af ,•+ -let �'' I ., i t 1�� J K Aet},,eRMf tg 4'3: � -- -' .tAkA•V ,urns VI"r r s 44PI'r �. t :.t•-# 4r ". ru• _ -:d "i, "Eft -ern :rt7.w• I I � .L df.q r •r � 6 .. it 1 /t 1 rf lFr yl if _. _ •i e if v 'h nx at4et4sr "eusrr' .N I r'Irt Line �ervir_e inslallallf.n Jtr - RE COMMENDED DE WA TERING SYSTEM FOR SEDIMENT BA SINS' PROVIDE ADEQUATE STRAPPING IAIL k WELD CORRUGATED METAL RISER POLYETHYLENE CAP DEPTH VARIES AS PERFORATED POLYETHYLENE! FOR" ' DRAINAGE TUBING, DIAMETER STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) WET " FERNCO-STYLE COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC MATERIALS WIRE GAGE: No. 11 WIRE MESH: 2" CORNER POSTS: 2" O.D. LINE POSTS: — _ -- 2" O.D. GATE POSTS: 2 1/2" O.D. TOP RAILS: — 1 5/8" O.D. GATES: Single or double any width desired. POST SPACING: Line posts 10'-0" O.C., 8'-0" O.C. may be used on heav .A.-L END TQI• RAIL,\, YLEEVE, .^-,K]R12CNTA� PEACE' ' P OfAGONAL MACI: -s„� s -ST RE Tcr.E� BAN TENiION W } l I' )- �, i �! t 'i 7 'F1 i:yr.':w� �.4...,pll`_, el u•� +I�-91iI�'_.�ii� 11i °1 ,�1"IL 91ut. �r1 -:. ill 1'. , '�, CORNEA POST ON19 POST GATE POST ELEVATION -FENCE AND GATE ttO tE• Fur fences 5 0' end wl.r a horlrantr a dregaal Mace• a, both. % slid for 9-1.subdrty Pun, ,I- ne "t-i tent et shwld "'t ­er•r1 IJ' 0' O C Provide 1 714'• PVC slats throslghout mash PLATE. 3.14-15 NOTE. Bottom of concrete :lase to he set below trust lire (we local codel Cu wrote base sires show.' are recornmendea rnin,mum and snould be redesigned lot condaions where sod is pon, If construction ` e' e-ENCE HE,ONT f• TO TOP CP raOGT OR TO TOF 111 CW g4RBE0 -.RE WEL ± ALL GA,'E6 A Lino post holes mm. 3b - sleep Posts set a tall _JK No 32" Into hole. G 1. VICE ties note abaY! I A r•. 9 Terminal corner !s I01 Pott hulas nun 40" deep. Poll 11 set a full 3e into cle two note above, e s • N t� Q �m� af? � y Q t(7 > L LL UJ 3 m � 0 L 4) C C a3 CL Cd f'0 J O • A` WC L to 3 w t� " �0 Y W •hQ LL LLL. �T H aF F C.E. MADDOX, JR, Z o CERTIFICATE NO. �• v 0991 D r 77ERED P FESSIONAL _ ENGINEER _ �f1 r� r f� rT, 1rT. u Q) QJ W SCALE: AS SHOWN DRAWN BY: JL W PROJECT NO. 614 5 DATE: 4120199 SHEET 8 of 8 0 0 S 0 CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-Z57-7777. .3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve oil 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 offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All Cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shol additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. L. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frome and cover be properly ohgned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper workinq order. It is the contractors responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay thecost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years frorn dote of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and far side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. 10. A double check valve backflow prevention assembly is to be installed on any line (fire or domestic) that goes into a building. The assembly is to meet ASSE Standard No. 1015 or 101.3. If the assembly is mounted inside a building, a remote readout is required. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Reggulations. 3. When working on VDOT rigght-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control (loggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic, may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wa . 6. If required by the local VDOT Lidency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virg inZa Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction 9. Contractor shall ensure adequate drainage is achieved and maintained on, the site during and at the end of construction. 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on on account receivable basis. 18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. TMP 63 ((A)) 85 Zoned: B-3 A. ..f. CeVA 0, ~� � p � ,• --� . ,+dam`. � , Jje (j!c•ti �' sn►R�fiUDc'h . J 4 !. f� r J� �r A JP T. �` itilT FtCHANG AREA ,ab �jl �'� , ��� � �, ii7L y� � • r t •�5� � 'JF"�1 r% k� 1 • t'� iX+�4 L � fly Vicinity Map Scale 1 "= 2000' April 20, 1999 7/2/99 REVISED PER F.C.S.A. COMMENTS DATED 6/21 /99. 7/15/99 REVISED PER F.C.S.A. COMMENTS DATED 7/12/99. gilbert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 & associates, inc. • Land Planners • Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 L_� H )c AL D A. HISLOWSKY. JR. Z O NO. 020674 u st a SHEET INDEX 1 COVER SHEET 2 SITE UTILITY PLAN 3 GRADING & EROSION CONTROL PLAN 4 LANDSCAPE PLAN 5 6 7 8 `------- -- - IRRIGATION PLAN MISCELLANEOUS PROFILES MISCELLANEOUS DETAILS - MISCELLANEOUS DETAILS - Developer: IDI Monarch Tower, Suite 1500 3424 Peachtree Road, N.E. Atlanta, Georgia 30326 (404) 479-4000 Owner: General Parts, Inc. P.O. Box 26006 Ralei h, North Carolina 27611 (9199 573 3100 ITE TRIP GENERATION 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 700 TPD. F^•,.n. M q RE Hr N Q 1999 KEPT OF PLANNING/DEVELOPMENT Approved by Frederick County Zoning Administrator Date Site plan shall be valid for 5 years from date shown here. Project Number Sheet Number_._. 6145 1 of 8 PROPOSED STORM SEWER: CARQUEST CULVERT INV.IN INV. OUT LENGTH SLOPE DIA. 1 737.30 736.60 130 0.54% 24 2 738.00 737,30 129 0,54% 24 3 738.90 738.00 180 0.50% 24 4 739.40 738.90 97 0.52% 24 5 739.97 739,40 115 0.50% 24 6 740.40 739.97 85 0.51 % 18 7 741.30 740.40 192 0.47% 15 STORM INLET SUMMARY CARQUEST Str. No. Inv. In Inv. Out Inv. In Top Elev. T e Throat ft 1 737.30 737.30 - - - 742.50 DI-2B 8.0 2 738.00 738.00 - - - 744.50 DI-26 12.0 3 738.90 738.90 - - - 744.50 DI-1 --- 4 739.40 739.40 - - - 744.50 DI-1 --- 5 739.97 739.97 - - - 744.50 DI-1 --- 6 740.40 740.40 - - - 745.50 DI-36 6.0 - 7 --- 741.30 - - - 745.70 DI-3C 6.0 ALL PIPE CLASS III RCP USE: VACANT '``/ 00 lb LEGEND UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN EXISTING WATER MAIN PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX PROPOSED CURB & GUTTER PROPOSED CURB & REV. GUTTER EXISTING SM. SEWER AND MANHOLE 490 LF ACC SS ROAD A ` `-_ft-- - __/ PROPOSED UNDERGROUND SERVICE O L] If 0- wo-- �E cr -> EX. STORM SEWER- '� / <lx / LOT 2 EX. DRAINAGE EASEMENT 12,00 ACRES C3 ZONED' B _ 3 °° USE' VACANT SIGN DO NOT ENTER 7 LOT 5 00 w 7�0R /5 CO 1.00 ACRES �'� 9, - ZONED: B-3 _ USE: VACANT ,/ /4 J _SAN. SEWER r. DO 1-12" 90' END ----- -- S ....�_ _._____.___-- 9 c ; -FIRE H RANT ASS' Y ex:_ 12 A- TER MA -�- ---_ _ . S - FLAMMABLE j F.F.=745.50 i EX. 30' UTILITY EASEMENT5.6 ! Q P J 6 14' ( ! I cr Q� ^ ❑ I 100 S _L . 1 I :-j z III !! I I:Ln Q1 Zoo \ \ LOT 6 \ \ 3.03 ACRES i N I ; �I,I EXPANSION ZONED: B-3 cl� 1 27,000 SF BLDG. HEIGHT= 31 -USE: VACANT ' I �o I I I I I� - -� =I USE: WAREHOUSE -ice I 00 IV �' oSTR 71 I C� PROVIDE TEMPORARY DI-1 u C)- 70P= 744.50 I IC-) I ` a L,, I INV.OUT=743.90 \ 1 :�E I I i f f � u .I I 24'-15" RCP @ 0.50% \ I 0 PROVIDE TEMPORARY GRADING TO ENSURE POSITIVE DRAINAGE. TOKIDI ��.(x J SEWER W �i z REVERSE I .I 0.14' L, TTER IIGU (TYP.) _ 1 I w 3 Q ---------- `'i - 1 i ( _. N� I_ a 1 15 B. R. L. I �; �,I� I LaJ $' 22' .zB'1 r- - - - -- -- �� � WHEEL 1 GAS METER 1 I - I � � Q: _ �_ I S TOPS I PROP. GAS SERVICE sTR 1 I 1 z d � I oo r Q I00 Z 'P�I C - 00 10 SP I 10 S 13'04'19" W 739.35' 60' WA ER, SAN. SEWER, DRAINAGE, INGRESS -EGRESS AND NO BUILD EASEMENT _ o n _ Q 50 C PROPOSED BRA SH COMPACTOR SITE 8 FT. CHAINLINK FENCING W/OPAQUE PVC SLATS. SEE DETAIL SHEET 8. LOT 1 . 9.27 ACRES WAREHOUSE 108,000 s f BUILDING HEIGHT = 31' F..F.=746.67 12' CG- 9B EXTEND TO WI THI N 5' OF BLDG. WALL DRIVEWAY ACCESS ELEC. TRANSFORMER POLE MOUNTED H.C. ACCESSIBLE PARKING SIGNAGE CG-12 (TYPICAL OF 3) 5' SIDEWALK POLE MOUNTED H.C. ACCESSIBL PARKING SIGNAGE C ANOUT EACH CTION I S/W. 125'-12" PVC ® 3.00% A ROWDE TEE FOR 3 AIN MACHINE PROVIDE TEE FOR 3 DRAIN CONNECTIONS. SHOP CONNECTIONS. EXPANSION HO4, 582ESFTORE OFFICE3,150 SF (`231 -10FFPVC E ®2. 11 S�AJES 2 FIE SINKHOLE CLOSURE PROCEDURES A TRACKHOE EXCAVATION WILL BE REQUIRED TO CLEAN LOOSE SOIL AND SOFT ROCK TO THE THROAT OF THE SINKHOLE. THE EXCAVATION SHALL EXTEND AWAY FROM THE CENTER OF EACH HOLE, AS NECESSARY, TO REMOVE ALL LOOSE SOILS. THE THROAT OF THE SINKHOLE SHALL THEN BE CLEANED OUT SUCH THAT THE SOLUTION CAVITY" AND SURROUNDING ROCK IS EXPOSED. A LARGE TRACKHOE AND HAND EXCAVATION WILL LIKELY BE REQUIRED TO ACHIEVE THIS DESIRED GOAL. UPON COMPLETION OF THE EXCAVATION OPERATIONS, THE THROAT OF THE SINKHOLE AND THE SURROUNDING BEDROCK SHALL BE FILLED WITH EITHER FLOWABLE FILL GROUT OR LEAN CONCRETE, OR A REVERSE GRADED FILTER, THE FILTER SHALL CONSIST OF PLACEMENT OF LARGER STONE OR BOULDERS WITHIN THE THROAT OF THE SINKHOLE. THE DIAMETER OF THE LARGER STONE OR BOULDERS SHALL BE AT LEAST ONE-HALF THE DIAMETER OF THE THROAT OF THE SINKHOLE. IF THE IMMEDIATE THROAT �I ! CANNOT BE FULLY EXPOSED OR IF A SIGNIFICANTLY LARGE THROAT IS ENCOUNTERED, ' LARGE BOULDERS COMBINED WITH POSSIBLE LEAN CONCRETE MAY BE REQUIRED IN THE BOTTOM OF THE EXCAVATION TO SERVE AS A VERY LARGE CONGLOMERATE OF RESISTANT MATERIAL. AFTER PLACEMENT OF THE LARGER STONE OR BOULDERS, THE FILTER SHALL CONSIST OF SEQUENTIALLY SMALLER GRADED STONE SUCH AS �! ' VARIABLE SIZED RIP RAP FOLLOWED BY SURGE STONE. THE REVERSE GRADED FILTER SHALL BE SURROUNDED WITH A NON -WOVEN GEOTEXTILE FABRIC. UPON COMPLETION_ i7F-TH=N7RT_7E_PETJ9_07 FTCTER =ALL / R_7H=MAN7ER_0_F THE EXCAVATED AREA SHALL BE BACKFILLED AND COMPACTED WITH APPROVED FILL MATERIALS WHICH ARE COMPACTED TO THE REQUIRED COMPACTION LEVEL. UPON COMPLETION OF CLOSURE PROCEDURE CONTRACTOR SHALL SUBMIT A REPORT FROM A PROFESSIONAL ENGINEER CERTIFYING THAT THE SINKHOLE WAS PROPERLY CLOSED OUT. 1 � r - 80.68' / ! I � / E� SINKHOLE AP X. LOCATION) SyyM-1 I �r w r r � WROVIDIGLEVEL LIP SPREADER w STORM WATER rl. ii DETENTION ; IDL 130.68' w Q FAC1L1 TY I U Q (n 0 Ld Z O w 0 U ry ® U U o � ~ N 00 RAMP TO DOOR RAMP TO DO6, >_ I I I SERVICE CG-12 TE PHONE SERVICE vTYP 0 � (r I I 0 __ _ _- -J Q 1 W I I I `�' 3 o I C,G-12 \, c�6, 4 5' 2-4" PVC CONDUITS L,_ 1 1 9E1 Q Z m 1 h I 5 S/W �� I\ (tY C3 ; z N � W CO < rl! I ,-`yL� I � �i-...�-r_..�^4\ I U �� i; _ I, 4. J�'R � q J R i O LLJ W\ U (1J I W VIZ ` LiJ W I W ( 4 5 R 3 SP C S CL 2 SP C S % c �� I i1 I C:j I Ili z ( 13P CS / SR3 z I1 I i U_T 1 I/ 0 W W--�..._ N I I 4.5 2 P C z It I w �� I r r g'R c FIRE DEFT. CONNE 71 N 1 2" DOMESTIC Q r� i ._ _� Z I- I I c'j 5� __R- 2" WATER METER r 2 / W O O Q I !� �I� - _. = _ �. - -- _-SE4CE LINE - - - _ - - AVY'DUTY U c '' _- I 1 I z 6.14 10 PAVEM N T ' Z N W 00 I , i 2os cs LL Q Qry U 3 0 J W °o Q 21 1 UE-N _ - IJH9POS�) PEDESTAL SIG • MAX. A.&',_A= 150 SQ. FT/ CONNECT TO IRRIGATION SYSTEM . -.� -' N 13'26'55 E 208.41 E V - - - 150 SF ANCHISE SIGN C -11 G =~ Ln G G G G ----- - G..G G G G- G- G G wQ' >--w 1 IRRIGATION METER STOP SIGN L`w` D'" '-� 11-12"x8"TEE U.S. RTE. 11 IMPROVEMENTS BY OTHERSwZ)� 00 0 1 1/2� x1° REDUCERPER COMMONWEALTH BUSINESS CENTER �z�g� 1 1/2 BACKFLOW PREVENTER 1-8 G.V. & BOX SUBDIVISION PLANS DATED 4/15/99. 45 MPH POSTED SPEED LIMIT w IN SEPERATE VAULT 1-BACKFLOW PREVENTION ASSEMBLY 450'+ SIGHT DISTA 450'+ -G VALLF'f AEN,,UE U.S. RTE. 11 - 45 MPH / 0.�ILES TO R � 814 °° 1�Ow 4-�5--VPH POSTED SPEED LIMIT J 450'+ SIG 1-12" LLJ W TEE � � - Lu I Q !r ct 1-FIRE HYD. ASS'Y ` 11 -8" G. V. & BOX , I/ 1 JOINTS 8" SDR--2'1 r I1_g' PLUG ! r r' ;` WINCHESTER-81, L.L.C. i���,,�� w TMP 75 ((A)) 10A S TR 1 ��'� 1/4• BEND ZONED: B-3 USE: AGRICULTURAL r 22 1 /2' BEND 9> ' W o ELECTRICAL SERVICE 2-6" CONDUITS J C 1� �j - 2-40' FLAG POLES EX. GROUNDWATER MONITORING WELL 1' 45' BEN (GROUTED AND PLUGGED.) ADJUST TOP ELEVATION TO MATCH PAVEMENT EX. TELE BOX TEE 1-12" G. V. & BOXES 1 JOINT 12" SOR-21 1-12" PLUG 1-81, G.V. & BOX _1--8 x12 REDUCER ----- ---- EX. 4" GAS EX. 8' GA5_� HT DI ANCE 450 + 2-12 V. &, BOXES / 1-JOINT 12" WIPE O V) , J /� 1-12 PLUG I Q( J Q W.H. EMMART & SOBS INC. �cz >� o� TMP 63 ((A)) 66 co Q LLJ ZONED: B-2 T.G. & ROSALIE ADAMS USE: COMMERCIAL Q'`-' TMP 63 ((A)) 65 ��� �� L1.1 � z � ZONED: RP �"� O' O_ N USE: COMMERCIAL J SITE DEVELOPMENT SUMMARY or Q�-- - --- � Q TAXMAP ID. NO ............. - TRIP 63 ((A)) 85 LOT AREA 9.2748 ACRES o cn o 3 3 3 3 ZONING ..................... _ _ .. _ ... _ .. 8-3 USE: .................... WAREHOUSE/OFFICE/WHOLESALE _- MIN. SETBACKS: REQUIRED PROVIDED FRONT MAJOR 50' 227.40' FRONT MINOR 35' 75,91' REAR/SIDE 15' 64.35 Q, ! !PARKING SETBACKS: REQUIRED PROVIDED � / FRONT . ........... _ 25 25' !/ REAR/SIDE ............. . 5' 9.61' (MIN) cr_ MAX. BLDG. HEIGHT PERMITTED ....... . .1, ..... 35 FT. 3 z Z N N MAX. BLDG. HEIGHT PROVIDED .............. 31 FT. (PHASE 1 AND 2) LLj L�jLAJ z WHOLESALE FLOOR AREA (PH 1) 4,582 SO. FT. z LZ p o o z o OFFICE FLOOR AREA (PH 1).......... ............ 11,350 SO. FT, o ° �' Q) o o n WAREHOUSE FLOOR AREA (PH 1) ....... .......... 108,000 SQ. FT. o z z ~ v; o Cn BUILDING AREA PHASE 1...... ............................ ..123,932 SQ. FT. w 0 Lz, w WAREHOUSE FLOOR AREA (PH. 2) ........................... 27,000 SO. FT. Q z ¢ o Z : g OFFICE FLOOR AREA (PH.2) ........... • .................... 3,150 SQ. FT. o o o 0 0 o w o BUILDING AREA PHASE 2.................................. 30,150 SQ. FT. Q o ti ,_ � o Cn TOTAL BUILDING AREA 154,082 SO. FT. oz o Z z w w ¢ Z Vi FAR PH. 1& PH. 2 ............... ....................38 PARKING REQUIRED PHASE 1: W cr CC Cr c� L` RUAIL SPACES - 23 (1 SPACE/200 SQ. FT.) Q� a- a 4 w W Cr w W OFFICE SPACES 45 (1 SPACE/250 SQ.FT.) °- o 0 0 0 o a a_ a. CL a. d WAREHOUSE SPACES 52 (1 SPACE/EMPLOYEE) cn, cw, Ln o nW o � w NUMBER OF EMPLOYEES 52 w w w ; w > > 5 TOTAL PARKING REQUIRED (PHASE 1) 120 SPACES c2 � rx � � cr � W W � PARKING REQUIRED PHASE 2: rn OFFICE SPACES ..... 13 (1 SPACE/250 SOFT) o o °' � (7)� � � Q, M rn 0 c WAREHOUSE SPACES 24 (1 SPACE/EMPLOYEE) oo r� r� \ \Iz NUMBER OF EMPLOYEES ....... ...... 24 I \ \ p `t \ TOTAL PARKING REQUIRED (PHASE 2) .........-. 37 SPACES "' Co 0 0 r\ TOTAL PARKING SPACES REQUIRED 157 SPACES o TOTAL PARKING PROVIDED PH. 1............ . 145 SPACES TOTAL PARKING PROVIDED PH. 2. ...... . . . 68 SPACES TOTAL PARKING PROVIDED 214 SPACES 9 ca HANDICAP SPACES REQUIRED 7 •� HANDICAPPED SPACES PROVIDED - 7 LOADING SPACES REQUIRED - 4 L v LOADING SPACES PROVIDED - - - - 18 � NO ENVIRONMENTAL FLOOD PLAINS, STEEP SLOPES, WOODLANDS OR WETLANDS •� 7 EXIST ON THIS SITE.Co V w NO OUTDOOR STORAGE PROPOSED. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. I N - SHALL. BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROPERTY LINES. MAXIMUM SIGN HEIGHT = 35 FT. MAXIMUM "V L SIGN AREA-- 150 S.F. C ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. FIRE LANES TO BE MARKED ITE TRIP GENERATION 6" ED. ESTIMATES PER FREDERICK COUNTY FIRE THAT THIS SITE AT FULL DEVELOPMENT LMARSHALL REQUIREMENTS. WOULD GENERATE 700 TPD. "� J ENGINEERED COMPACTION REPORTS CERTIFYING THE STABILITY OF THE FILL MATERIAL SHALL BE SUBMITTED TO THE FREDERICK COUNTY INSPECTIONS DEPARTMENT PRIOR TO OWN INITIATING CONSTRUCTION OF THE FOUNDATION. Go BUILDING SHALL COMPLY WITH VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS c 304.0 USE GROUP B (BUSINESS), 307.0 USE GROUP H (HIGH HAZARD), 309.0 USE GROUP M (MERCANTI' F), 311.0 USE GROUP S (STORAGE), 313.0 MIXED USE, 507.0 UNLIMITED AREAS, 3 y ' AND SECTION 904.0 FIRE SUPPRESSION SYSTEMS OF THE BOCA NATIONAL BUILDING CODE 1996. w *b � �� OTHER CODES THAT APPLY ARE CABO/ANSI A117.1 1992. ALL IMPROVEMENTS ASSOCIATED WITH COMMONWEALTH DRIVE AND U.S. ROUTE 11 ARE BY OTHERS AS SHOWN ON THE COMMONWEALTH BUSINESS CENTER SUBDIVISION PLANS DATED APRIL 15,1999. ALL IMPROVEMENTS TO ROUTE 11 AND COMMONWEALTH DRIVE TO STATION jap LL 7+25 MUST BE COMPLETE PRIOR TO ISSUANCE OF AN OCCUPANCY PERMIT, LIGHTING SCHEDULE , N I A P 400 WATT METAL HALIDE PARKING LOT FIXTURE, VERTICAL LAMP, 1-40OMH ALUMINUM HOUSING, TYPE 3 DISTRIBUTION WITH 25' POLE. LSI GBM-3-40OMHR-F-MT-BRZ MCGRAW EDISON GMA-40-12-3V-BZ LITHONIA KVE-400M R3 SSS 25 4C DDB P1 400 WATT METAL HALIDE DIE CAST ALUMINUM, HORIZONTAL LAMP 1-40OMH TYPE 3 DISTRIBUTION MCGRAW EDISON CS716-2-CA14 OR EQUAL BY LSI, LITHONIA R IN -GROUND METAL HALIDE UPLIGHT 1-175MH GREENLEE CDB-175MH-SVS-BRZ OR EQUAL BY HYDREL, BRONZELITE fm / THE FOLLOWING ITEMS ARE BEING CONSTRUCTED UNDER A SEPARATE CONTOCIT� WHICH WILL BE ASSIGNED TO THE GENERAL CONTRACTOR: \� C� K` 1. ALL DEMOLITION AND DISPOSAL OF EXISTING PAVEMENT, CURB AND GUTTER, VJ AND ANY OTHER EXISTING STRUCTURES WHICH INTERFERE WITH THE INTENDED WORK. - Cp 2. ALL MASS GRADING AND FINE GRADING OF THE SITE TO WITHIN 1/10 FOOT OF SUBGRADE IN ALL PAVEMENT AREAS, 1/10 FOOT OF BUILDING PAD Q I ELEVATION, AND WITHIN 4"-6" OF FINISHED GRADE IN ALL OTHER AREAS. rL Q LLJ 3. ALL ROCK REMOVAL AND SINKHOLE REMEDIATION AS NECESSARY TO COMPLETE WORK, INCLUDING BLASTING FOR FOUNDATIONS. Q I 4. CONSTRUCTION OF ALL DETENTION PONDS, DRAINAGE SWALES AND CD z L-Li RELATED STRUCTURES, ALL ELEMENTS OF THE ENCLOSED STORM SEWER O ti SYSTEM ARE TO BE INSTALLED INCLUDING ROOF DRAIN COLLECTORS TO O N WITHIN 5 FEET OF THE BUILDING. 5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. (/) 6. INSTALLATION OF ALL SITE UTILITIES EXCLUDING TELEPHONE AND ELECTRIC Lv CONDUITS TO WITHIN 5'-0" OF BUILDING PAD. THIS WORK ALSO INCLUDES CONNECTION TO EXISTING MAINS. 7. CONSTRUCTION OF THE 490 LF ACCESS ROAD TO THE WEST OF THE BUILDING. J � y C J z 'u oa O Nllll p Lj't Y Lolri- o_ w "� (' Q'r i_0z _ - 00- L"W5 U L� Z Q 1 Lj O W U < Q RECEIVE w :D Co U u� DEPT, OF PLANNINQDEVELQP ENT; LL_ Lu U iQ lu > Q So 250 50 R.4PH/CSC.4LE ,00 ( /N FEET ) 1 inch = 50 ft. SCALE: 7 =�U DRAWN BY: ✓L W PROJECT NO. 6145 DATE: 4/20/99 SHEET 2 OF 8 �6 3 O 0 45 0 C`C PROPOSED PEDESTAL SIGN MAX HEIGHT=:35 FT MAX. AREA= ; 50 SQ. FT.' SEE NO TE. _ G G V / r � PLANTING SCHEDULE /4)q / C5 G BOTANCAL COMMON MAME SIZE AT 74C OF RANW SPAC/AC OUPIAMVY _ _ ACER RURRUM RED "4PLE' 2' CAL. O 6' HIGH AS ShOWN 17 v'�' OUERCUS PALUSTR/S PIN OAK---- 2" CAL,O 6" HIGH AS ShOWN 42 OU£RC:US PHELLOS WILLOW OAK 2' CAL. O 6" H/GH AS ShOWN 17 • : CORNUS FLOR/DAL -- DOGWOOD I" CAL.O 4' HIGH AS ShOWN -- — 16 ILEX CRENAM HET /l ` — HETZ ROLL Y _ 36' HIGH E4' ON CENTER 66 58 REVUIRED W/TH FUTURE PARKING SEEDING REQUIREMENTS — PERMANENT STABILIZATION ALL DISTURBED AREAS NOT PAVED WILL RECEIVE — TEMPORARY STABILIZATION: SEEDING TO STABILIZED AREAS LEFT DENUDED FOR AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: MORE THAN SEVEN DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: ?011_L6SrTAL1�f5CUE_R.EE Al' _ -- b4 kB+S. 4€AAIAN 4 REfi AG (#�A i+IRb-SEPTEMHH4+- 12 LBS. ANNUAL RYE PER AC 60 LBS. ANNUAL RYE PER AC. (OCTOBER THRU APRIL) 1000 LBS. 10-20-20 FERTILIZER PER AC. 450 LBS. 10-20-20 FERTILIZER PER AC, 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC. 2 TONS STRAW MULCH PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS A FINAL PHASE OF CONSTRUCTION ESTIMATED TO OCCUR DURING SUMMER 1997. SEEDED AREAS TO BE CARED FOR AS NECESSARY TO ENSURE GRASS EMERGENCE. LANDSCAPPED AREA REQUIRED 100,950 SQ. FT'. 25% OF TOTAL AREA LANDSCAPED PARKING AREA REQUIRED 6,015 SO. FT. 5% OF PAVEMENT SURFACE TOTAL LANDSCAPED AREA PROVIDED 119,304 SQ. Fl. PAVEMENTSURFACE 120,309 SQ, FT. PARKING AREA TREES REQUIRED / PERIMETER TREES 62 EACH 114OLF PERIMETER / SHADE TREES .. - 22 EACH 1/10 SPACES TOTAL TREES REQUIRED 84 TOTAL TREES PROVIDED 86 DISTURBED AREA 9.2.7 ACRES OPEN SPACE CALCULATIONS INCLUDES ALL GRASS AND CONCRETE AREAS. EXCEPT LOADING, DUMPS'TER, AND MECHANICAL AREAS. CATEGORY B BUFFER LENGTH = 455 FT. PLANTS REQUIRED = 455/10 3 = 136.5 EVERGREENS REQUIRED = 92 DECIDUOUS REQUIRED = 45 ABORVITAE PROVIDED = 74 LEYLAND CYRESS PROVIDED = 18 FORSYTHIA PROVIDED = 46 CATEGORY "B" ZONING BUFFER TQTII LANDSCAPE SCREENING (Len.AND CYPRESS (oAE.)- 4 Ff. uw. HEIGHT) IEYLAN (FORSYTHIA - 4 FT, MN. HEIGHT) D CYPRESS (OAE.) ARBORVITAE (8) FORSYTHW (5) `- LEYLAFIO CYPRESS (OAE.) 4 FT. O.C. (2 EA.) J 4' HIGH,.3.5' O.C. 9.5' O.C. 4 FT. O C. (2 EA.) ----- - I gyp' NOT TO SCALE --- -- -- HEIGHTS SHOM ARE AT PLMT(ING 11 0 zi ::i z: Qcr cl�: F-- O p 0 W Z Z N 41 W Z Z Q Cl- uj J p CL 4- (r � W W Z Z I O p C) LQ V) c rn rn rn a) Q �\ N�� 0c) *PIN i cry+ •� !L- LL v G (� w Q as C vi 'b -� O • ~ C, 16- P-0 8 w CIE ow I ~i Poo opm 4D �L��L�iw u 3 z oza O w�Ow T UO F �Z �� OLZ Q LJ d o a- 0� J OO v W W SCALE: 7 "-50 DRAWN BY: ✓L W PROJECT No. 6145 DATE: — 4120199 SHEET 4 of 8 �! LOCAL CONTRACTORS: 80YER LANDSCAPING — SRENT EBERLING, 540-869-7424 PROLAWN SERVICE — ALAN RODGERS, 540-662-8376 IRRIGATION LEGEND 0 HUNTER, PGP, GEAR. DRIVEN ROTOR, W/ #7 NOZZLE e HUNTER, PGM, GEAR DRIVEN ROTOR, W% # 1.5 NOZZLE O HUNTER, SRS- SERIES, 4" POP UP SPRAY,W/ MPR NOZZLE 0 HUNTER, SRS- SERIES, 6" POP UP SPRAY,W/ MPR NOZZLE 0 QUICK COUPLING VALVE, 1" HUNTER, ICV-151G, ELECTRIC VALVE, 1.5" NETAFIM, CONTROL ZONE KIT, 1" NETAFIM, TECHLINE, .9GPH, 18" X 18" SPACING A HUNTER, ICC, AUTOMATIC CONTROLLER, INSIDE A LOCKABLE ENCLOSURE O TAP LOCATION, 1.5" ♦ WILKINS, 975XLV150, REDUCED PRESSURE BACKFLOW PREVENTER, 1.5" PVC MAINLINE, CLASS 200, BE, 1.5" PVC LATERAL, CLASS 200, BE, SIZE AS SHOWN PVC SLEEVING, CLASS 200, BE, SIZE AS SHOWN �28 , 21 26 1' 2 20 IRRIGATION SPECIFICATIONS 1. ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL, STATE AND FEDERAL CODES AND ORDINANCES. 2. ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 3-M WIRE CONNECTORS, DBY. 3. ALL AUTO CONTROL VALVES ARE TO BE INSTALLED IN CARSON VALVE BOXES OF APPROPRIATE SIZE, VP-10 OR VB-12. 4. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE 14 AWG, UL APPROVED FOR DIRECT BURY. 5. ALL ROTORS AND SPRAY POP -UPS SHALL BE INSTALLED ON SP100 SWING PIPE. 6. ALL QCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. 7. SYSTEM DESIGN BASED UPON 30 GPM ® 60 PSI. 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE DESIGN SHOULD BE MADE. 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. 10. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. 11. 120V. TO CONTROLLER BY OTHER THAN IRRIGATION CONTRACTOR. CENTURY FAIN A0 ..44, You A som Alabama Connecticut Florida Georgia Illinois Indiana Kansas Kentucky Maryland Massachusetts Michigan Missouri New Jersey North Carolina Ontario Pennsylvania Tennessee Virginia Wisconsin —800-347-42722 Project Name: GENERAL PARTS WINCHESTER, VA Client: Date: Issued for: 7-19-99 PRELIM IRRIG Title: Irrigation Plan Designed by. S.W.C. Drawn by: S.W.C. Checked by: J.A.N. Approved by: J.T.L. I Scale 1"=40 Project Number: 00265987 Sheet Number: 1-1 of 1 GR,APH/C SCALE 40 20 0 40 80 —_" ( /N FEET ) 1 inch = 40 ft. m Z 0 L1 C� a O 40 40 to ti 0 �� • m W SCALE: �jt t-pLL� w 0� Z C� 1 "—il/-�' DRAWN BY: RAM PROJECT NO. DATE: 81J199 SHEET 5 of 8 N O O Q) O ^ O H Ld a0 -r O � 06 � Ill ^ p Q) O O �^ m p7 p� K II r11 � co LO 00 7 0 C O ?O p I(1Ln LLJ Izl ZZ co Ca dO�`�ItI I- �� O CN 00 0_ �� u) ^t�O O Z 745 , ?4 0' c, 730 00 to CL ? Z O ? z _-___ U)�Z w C6-85'-18„ RCP C7-1859-1 " RCP 0.4 0 C5-1i5'-2 "RCP C2 129'-24„ RC © 0.547 C3- 80-24" RCP ®0.50� 4-97'-24" R ® 0.527- P C- 24" RCP ®0. 4% U Ln N - - - - - W �5 N I O O R op N op U-) c0 O cp O O O O O v- Ir v a It a It "r a v 0+00 745 740 735 745 740 735 W 730 Ln r\ 1 +00 2+00 STORM SEWER PROFILE 3+ 00 4+ 00 5+00 0+00 1 +00 2+00 3+00 4+00 5+00 WATER MAIN PROFILE ALONG COMMONWEALTH DRIVE en �D W cn w cm c 00 U co ap N u� N L- oo co CO . N ri N, Q� Lr� o n ai n 0+00 1 +00 2+00 WATER MAIN PROFILE SOUTH OF BUILDING 3+00 745 6+ 00 750 745 740 O er 7+ 00 8+ 00 9+ 00 745 740 735 730 PROPOSED STORM SEWER: CARQUEST CULVERT INV IN INV. OUT LENGTH SLOPE DIA, 1 737.30 736.60 130 0.54% 24 2 738.00 737.30 129 0 54% 24 3 738.90 738.00 180 0.50% 24 4 739.40 738.90 97 0.52% 24 5 739.97 739.40 115 0.50% 24 6 740.40 739.97 85 051% 18 7 741.30 740.40 192 0.47% 15 ALL PIPE CLASS III RCP 750 10.3E FF= 746. 745 740 735 u- d �1 r 0+ 00 CL w 12" SDR-21 W M W L > j W » ��j z� -, CC W cw i� N NN � D W m c6 r< op ai O o O of r< uj �+ �r It d Ln Ln Lr, er � N r 0+00 REVERSE GUTTER FF= 746.67 CG-6 740745 735 740 730 735 Y 3 CO -6 0 2" SM-2A N 3" BM-2 10 21-B O 3 s lu 00 U a0 00 Q� r< N U-i r -) 4 N IIIt N � UZ 0+00 1 +00 SECTION B 1 +00 2+00 3+00 4+00 WATER MAIN PROFILE ALONG VALLEY AVENUE 745 •740 740 735 735 730 FF= 746.67 6" PORTLAND CONCRETE (f =4,000 psi) REINFORCEMENT: WWF6X6-W6 X W5 DOWELS AT JOINTS: 518" dia. X 18" long ® 12" c-c �A•. 11 94Z 6' � O O 't N 5+00 6 " 21 -- -__ I EX. S t RM WA TER MANACEMENT POND cri ob r< Cb r< p 0+ 00 1 +00 2+00 SECTION C 3+00 740 735 730 STORM INLET SUMMARY: CARQUEST Str. No. Inv. In Inv. Out Inv. In Top Elev. Type Throat (ft) 1 737.30 737.30 --- 742.50 DI-28 8.0 2 738.00 738.00 --- 744.50 DI-2B 120 3 738.90 738.90 --- 744.50 DI-1 --- 4 739.40 739.40 - - - 744.50 DI-1 --- 5 739.97 739.97 --- 744.50 DI-1 --- 6 740.40 740.40 - - - 745.50 DI-3B 6.0 7 - - - 741.30 - - - 745.70 DI-3C 6.0 1 +00 2+00 3+00 SEC TION A FF= 7, 745 740 735 O r-i r. 0+00 0 750 745 740 735 P Q Q Q Q Q Q� Cj� cr (� cli rn O \ N � \ Z O 4j a: q Q U ZLij Imo- �` U LZiI W Zi W Z :�i Z Zi Q O O U cl- Lc..IZQ �~ 3 o Ln N Z U c) U c) O cr� L W U CL w �� cG C LJ c w V) > W 0 cn !3 L1I U) !�; � W W � rn rn rn a, rn R rn rn Q v �N C1 Lo Ln ^ ^ co 1` N s^ CID Uy dD > O t lL .� N .G O cl) 3 00 rL O • 00 wow N v � g" w ' 9 �s H �41 f ADDC] , JR. o CERTIFICATE NO, Z IV,IREG�S , a PROFESSIONAL _ ENGINEER c(S M i4 U - 74 G - -- --- 5 p-+ O U CLS � � U 740 � U 2" SM-2A 3 Y 3" BM-2 0" 21-B U 735 U N v mot• �r �,, 1+00 SCALE: 1 "=50' SECTION D DRAWN BY: JL W GRAPHIC SCALE PROJECT NO. 6145 50" 25' 0' 50' DATE: 4120199 1 INCH = 50 ft. HORIZ. SHEET 6 OF 8 1 INCH = 5 ft. V/ERT. -- - BID INV OUi - -348' , 1 . r � � Y 1 ZV - - ,v�•?•�. -ter*r�t�lcsl Ytvjs Y • 1 � ,cclrc uln.l:u t,uwnc,c LWAIN :I`AcL SECTION B—B SOURCE: ADAPTED from I9V Wr*40 Siandor9s for Sol erosion and S nwd Control, and Va. Dw cast in place access door, centered in top (see note 1) varies 2' max. at property ine (see note 2) roadway box 2' type N copperIN tubing (no joints CN from rpain to curb stop) saddle ith corporation I've 3.02-1 Ford FC HH 77 HC-1 SB 2" custom setter (meter by FCSA.) standard flat top for 4' diameter manhole finished grade -3' rider section for 4 diameter manhole with cutouts water stop `—oolid support blocks main kinder custom setter ball yolve curb stop 6" stone bedding with FIP ends, with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products v or our approved equal: 8" a) in norl-traffic area - model no. SIR3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SQH40 PVC or SQR21 piping. The CUTOUT DETAIL piping shall run from pne foot beyond sidewalk, typical across the street, to one foot beyond sidewalk. 1 1 /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTQBER 1998 TOP OF DAM - 741.9' PND A SWM-1 DRAINAGE STR1._JCTI.1RE CONCRETE COVER FOR DETAILS SEE sro. Di-7 RING(.() GRATE AND COLLAR SEE PET." C!_ASS Al RIPPAP ®CLASS Al RIPRAP 1'a BE U$EG TO FILL SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE SIDE VIEW PIPE OUTLET CONDITION,' A A L� 7 e'' III����s�i t:�� �. '��`,��•�� J •����r 1• J • ) • it �4r�1 / • )I/ it _Y� �R �� �•%.'%ri �e`:•r';��� i� III '•f 1 1 '11' ' ' • NI '11• ' f :, f 1 e 1 Ilti :1:• 11 '•/' • I tooA• 1 Source: Va, DSwC Plate $,11 concrete pad 1'-6" sq r 6" deep screw type udjustgble valve box to olor peg megolugs E thrust 18" to 24' block _ 36' min. / valve megolugged I to main — megalug ;..}.. ',h 'r., ,� .,.fir �: .- :•7 .�' .+'. y 8"x 8 x 16' solid block (for valves 12" and larger) GATE VALVE Figure 8 PROb1QE 12" LA1£R r>, H6H-P145ncrrr sac (CH AF MIN) CgIWACIFD ro 100,f OF Ar0.D (ASIR D 69B,). TRIAD TO VERIFY" FIELD CONDITIONS.FRONT VIEW (DEBRIS RACK NOT SHOWN) SILT FENCE CULVERT INLET PROTECTION ENDWAI TOE OF FILL CUM! RT - -,II•-• TOE OF FILL SLT FENCE-'•�+L� DISTANCE IS 6' MINIMUM IF FLOW 11 TOWARD EMBANKMENT L FLax OPTIONAL STONE COMBINA TION i JF, FLOW z.5' YVDOT J3, #357, /5, /56 OR J57 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE WHFN --HIGH VELOCRY OF FLOW IS EXPECTED - I RIPRAP SOURCE: ADAPTED from VDOT Standard %eeh and Va. DSK PLATE. 3.08-1 TOP - 7',8.7' ORIFICE PLATE INV.- 735.0' DIA.- 18.0 IN. O A/ 1 �J G CAREFULLY CeWPACTD SELECT QACk'FILL A60RECAFE STANDARD Nor TO SCALE TRENCHING AND BEDDING DETAIL CONSTRUCTION OF A SIU FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG TH.F LINE OF STAKES. ' IIII III 3. STAPLE FILTER MATERIAL 4. BACKPILL AND COMPACT TO $TAKE$ AND EXTgND THE EXFAVATED SOIL. IT INTO THE TRENCH. lrlo/ SHEET FLOW ]R4STALLATIQN (PERSPECTIVE VWV) POINTS A SHOULD BE H9GHER THAN POINT B. DRAIRAGEWAY WSTALLAIJON (FRONTELEVATION) SIT Xt Adopted from btolnDation of SUM I M I1ks MCI ILrka III RA 3,05-2 •emod and "t a WA TERSHED .MAP 8" U.D.C. 12" (see note #3 8" F C C' N " a N G N T b (1 H"� DIP IN DIP OUT �'�a,000 I REINFOR CONCRF SI 7ED TE 1�.. `4- UL/FY CHECK VALVE P14AN VIEW *;BAT[ DRIP 4" x 2 1/2" x 2 1/2" /SIAMLSE CONNECTION / 38' x 36" ALUM 4" Diem VENT ED TOUCH READ ACCESS HATCH -MUSHROOM N CAP DAY (SIR-3636) l N � 6 VAULT SHOWN AS UFACTURED BY THE NCLEAR F9 )W Co ALUMIN ((JJ�� 4 - 800-868 - 8386 ACCESS IJYIIL1 XII ro 12" I ,LI " 6" Diem STEEL plp BLACKOUT SUPPORTS FOR DRAIN SECTION VIEW I. CLEAR FLOW VAULT SHIPPED ASSEMBLED WITH HEAVIEST LIFT APPROXIMATELY 24,000 LBS, 2. ALSO AVAILIBLE WITH H2O LOAD RATING 3. 8" AMENS 3000SS DOUBLE DETECTOR CHECK w/METERED BYPASS RESIGN Ti- 7/e/9e VIRGINIA DRAWN SrEVEN L GORDON THE CLEAR FLOW C CHEC ' C G A.A. HREIFS URY S INCH D . D . C . APPRO P 0 BOX 1467 1321 NORTH DELPHINE AVENUE W / S IAM E E WAYNESBORO, VIRGINIA 22980 11640) 949 8388 CONNECTION PROJECT NOProt Wr To ANr grzz k�7�b Z O O C' 4 Q rn G } U, ? z Q 2 Zi 141 LA_ LI clI 04 J Q cL i 1Z h1 LA-1 Ll 0 rn m ` � Q --- Z OD �• Q 07 o � co cli C `Q • � �N �j• ; 1 tt LL H x C,E. MADDOX, J'R, z 0 CERT FICATE NO. v 091 -v GI TERED P OFESSIONAL ENGINEER * REMOTE TOUCHREAD REQUIRED. F, C.S.A. METER, REQUIREMENTS: ALL METERS SHALL HAVE ENCODER TYPE REGISTER FOR AUTOMATIC METER READING AND SHALL CONFORM TO THE FOLLOWING: 1. ENCODER SYSTEM SHALL INCLUDE THE METER, ENCODER, REGISTER, 15 FEET OF CABLE, AND TOUCH PAD. ENCODER SHALL BE ABSOLUTE TYPE; CAPABLE OF READING THE POSITION OF EACH NUMBERIWHEEL. (PULSE TtiFE ENCODERS AND BATTERY POWERED TOUCH PADS ARE NOT PERMITTED). 3. ENCODER REGISTERS SHALL BE HERMETICALL'1' SEALED. 4. METERS SHALL READ IN U.S. GALLONS. LTS U r•� W E ram+%-•1 F' I a W ram, W � O U 1'•, N 7� Q) F•i•1 SCALEE: .NONE" DRAWN QY: ✓ w PROs4ECT NO. 6145 DATI� SHFEET 7 OF 8 Di -I I 91•nr ale +oM W--it ax d•Inil. trio cta sT I rr� III ■ ` 7'Ovt -of 'd. "o wa,w dope, •,» p w U Pw praor. ail -- - Sra,eord p•le IF n a s 12•mm 'M�n \tan ro'I.eu m ck" It* lnwl Is bbeshepec 6 a . Gltw - _ - r, IICIWte It- ` Isliora Fall, IS-1 The cost of a`dotNh Ape t ssrmp ano p-N di -trim,$ rv4a•ra to to A N e q 66 ! 1 e66 M ra a s.q" lib tx "W k:Otd In the aria dd to the dri Nl ) F 6I 2--r2=/5%0'0 24' a ».walh net : Mpala Th. 1'.. may to recast >, c,\[ r dace I ~ J - _ .t .."T-- Ai cool ,n p[¢• wncme rD Da i Vss a ra vl,rcos' L � se. srwe• toS e'. TV V emrrrs.on t,D.r on ►* sv,dwds ..it W.If,eJ ar o,n. "w d••s «II at maetuod tram Its n,tO d1e ,,, a1. SECTION A -A sal wpa'o err tip or m• �.-,I a\ opa,o.nple ,tile Io et1..lor[ng Dui ndaet ant Ir,r -•{ 1{-2'_T'_._ _.•� 9{ - oclwl d--inn. nor be aerermino: It, I"e foNra:ror }}}��� �_2•-._�- fr;m held Wndl[lo lL PLAN 4 4 . e 'moan bowel p 1- _2' CONCRETE OUANTIIIES FJft MfN DEPTH n The eue,l ew rs.,• r re aiktpro. a Wow tv t Grole Remored! C C tc IF. pecw n a1' arna 04CK4-1 ft b011an a err arKN4.nr -1 oI mo .nave fs sp„rf N to WM 2 fax ape- 144acr Tda Conow .fo+ ha ,fie wd• ter„an motto +n pert'. tbrdrry • n•ap +"Je Wrh 12'. 2- p•oV c horo"ll "'I u•`'Ia I` core apt- 152t C. Tet Gal creto x _,earD of ,rotor n Ifr tr•uilua TM coat to cam ti ,.osr o: polra.2ad .loaf wits , oottio.o., le` rant Mpit - 1620Co •dal COIYrlN rror! salary II'dl [r xk4.d r. We arcs pd lea mr•rw,n rv• ou 003 v+cr '+u•hw 4 \+,.wdOoror•o 2•,4 n,ttn +!•taw cow. pw to 1' Cu "de COOIC MO IrW ,..,xra• -or brdwore Cloth 0. %Wed tw»"y ,o p-,ftd Sao S+or-dad T-CO.3,4 Add asee C. 1tlo Der a td»,ona ba a d•Mh Yuda of siry hee anormta oealtln 'IStCrtON SrKL-'-+•-- SECTION CAST :RON 2 6•NOTES tG 4'tonq _.. t.j -.•t Las. b b4 '. 1 coot Nnn Cdt•f 1 Ally at« Mla .Mirlodf aI MlMarW, C C i( mo .u.fa 9 rtrs opporol .0 The' apllpry ILJ Erylnee, mule w n.eled To, me cat, nm >, _ jj � N I+.qs :IF a•W.n IlNeon we+d 43.6,br 6h! 5 to r" B,ace it n!. '_ {IJ' OII :;dn!R[Iwa� MJIUwqI InriOoaq jy to colts. __. cywnors1GA­ STE CAST IL ___ •.}a [}• A laps 14' VW SMor 2' •1 �-+ camocrae - - I SECTION C-C SECTION B 8 T�2}~ APPROXIMATE WEIGHT (pa•MKNts FOR last for CAST IROM WY/ ;irdo lb"- : IE its DETAILS OF COLLAR AND GRATE SPECIFICATION S_' NDARD DROP INLET REFERENCE 12 - PIPE MAXIMUM DEPTH (H)-10' ?33 --:'RGINIA ^EPARTIFF`l 302 104 UI TRANSPCRTAT i0N :•dmt•e aril• low bans 0I-3A 3f1 3C r4,tl svorm:w•erssotwoar2 >c+upevncad,nuuo'eaoolaant = Y I +.aria»Try can-re's •e p•r•w •Nr4menl on u• u,y.:1 ale' 37 prow Ie � T' D•.U'Pw: .,le t'. 4I Ww. ,-vP••n. r•0 I cTr 11:a rs[e•I x oenalms 1'a4ierwm Jowl I lot» ••,. <� ' ' - Bak of Slaeea• _' F.pe,om, 4 iw•4•w •... 1 _ � 1 1 1 i-ra detewo sr e+wr from• 6 Coo-. Yx' �y_. 1; IF 1 I 1 - Pj.' aw. r r ..... I , f Y•a- f',1 i TT'T +-f-+ 7�L I_.. r I I {--}-} 'T_T-fTri TT�T-'-e :«tts'eaw �•E1`un 1n 7s 14-Y' nN j ♦--} {t1GSE � c1 III a., mm a •an •, uro ,: r.o.d bw I rdF ; Il I . e•n a -- -_ rocs [xwrml a"•+ -c- - _._ wtree ,;wr p-byl law. •J • r-LY-2 Ip_ .t'4� Cr4rJ W„na faW Ire a eererew .rife.. c.e •-.PLAN"'M'a+ C.►, 4.11 . lees r+41.4"S ew.» Aso' `� A. MI_ -Ill _•(�___sz'rQ'Ye. �No'e Irwt was Tor fr w�Ir,r. ^ M"I. •,ue IM wp,':•S,nn - p:A, bait le -6 a Co aA gutter ' `-M• E -- tr. _j� -1 1 w• r.. Fo ._-_. a_ar..._.y r-.-tag•--{ A tl'�t•r-e'i-_-s'.D'--•� SECTION 8'8 1 A! / I f �. - .-- rl•a ..win an, c Mn D ' C ar.r (((.. f�Trly - V'1' try• A ws• dolor .'aw 6. raw 9- f, \I- 1 -9•Nw. an ..r nip wls [G sa<r r La«dr Y- I os'b1e..a. W«. writ I FRONT ELE VAT I(Ih tpe a yrote aers r"d1 to rue ••+ 4w. ,_; s __.J 'tint •wew.•. .am CG t • :':-G Srorrwm Or ,~ »a.o+c.e stria, • t'd.amwe• ..."two to b. snow OF— rise. a,.. -, trwrl m, .,1 m .,Ibll ]wren ^. atwr I'n 1•w ..V 1 •.o e, s,•rocrnaerOad .prrro...•ry•er�e: •-M<tl.r•.r•r„t••o rm, .aac.w. �"A wIraw ,• Ikr,Iu;rinwfe•.tY,ru-.gnlyost • mee'.,f.e. ,,, 4CrI ..roYt'�e.e• . nl< .Nr ,x,h�d rn.'e^ n;Iswea: •taiet«ae•n W•l.r•• 'rmer.'2n wpl«•e1l1.'arbawe1r•tu•e'.rl ""\ I•YA ac»„t.aF,t-a. . .-�1...!o.. swldlw1"e .w 4•ll r„ w. MwA 1 w :3 0mwrs tot.-d.4 ow_orb IF— tcn N1r.0 rmlT Ie W ST For dwe F,,r ,, .4 thleidde, oar own aM olWl 2of 2 o..ags M SECTION A.A ------------- t N I N [p/'.ra.R,.�TY �_ • � .ley I I � ` ' /• '�� '. �_ rw ... an ryw.r po+n wdY I'd N ay.mvl,Kfl r.-- I••�1 •,.- .0.01« T Flow tee •�....� . w +. a<a.ewa «. s.wa net :e-, Tv .r a r.<.e,.N of ".ur r' �Z the •11 'drMn•gn ilt- on Im trocdo<d. Or,d spec, tree an Iwo dons m aF ''tiei'ro a n•, MM • w M trot. a. r•. w a r„ a,• •.W .wc•,a CE,a1L wMF.-v LSED �.ac..,na lion m. mr«I or m. ur•NNl o'e• Io lM s•0 s1 rns wrrcrr...Ran'l,' �..qr a xa 1,. .,b..r .wrr w.., r. ,"o n a w+. A04AGENT TO Cone sV'+w1ri ss wacarak pnh /a eglmahnq papdu. ono ly 3(/uol Amaniran w'TNOUT GuTTrR .now y drills •e sr me con r. uc'vr I.. •.Old Cvlenwn.- sn.� �•N• •..« ' .-o- wn.n, «.. , n.•. . l... lmws '+ _.•lr„ .n.m„e, .r•<..• nn.r r.. Sheet I of 2 i Pf GtFL%. ITIGN STANDARD CURB DROP INLET IdrrcNEN%E I 12=30" PIPE MAXIMUM DEPTH (H)=8 - VIRGINIA pJ/EPARTMENT -02 IC-4 09 TRANSPOPTATION J'� MkL - Yr Nssdda Consfr"cl-on -war - - - Poi Una C6.r? - - - T' - �j? s J pq Ua CC,-' I •000 --_-� LJ4►p ar • o`�o .1tr.'rMir,YI Sldaa,at Spay ''�•_.�. ova .pier -�_�- •` . •tllN,tr 3dir rc d• c-C RADIAL PLAN (= I /r A -E--I rQ _ PrINSSatF1 B our ItAA () lSldNraa or S Q •� 1 mot 1 i T G_74 717: is •nawm 7."esyaavo+ %'f mDrpw,r.a new rim aala: rift -� _ le M' ale•- 4tM rr ,,a.e a.aa. Y--�.•-- j�n T aNN[atg .-.-at. pr w. r.�•r•Wn, k.r aY clew In A •. '1rr r q•l "'\ ' ' I -r. _ f - NGC p' :, devih I • 1_ d,l- lot '. 1 .N•y?r, 'iU'I[r y'•a' _.. D 111 T-+,�• ' 4F I L 1 r .. •r.T. - ._._ MLY r_1 (...., },:.i.S __ _.._... �! ' 'ro5•rr'' 1- 6-'• ,'f. ,, e '_=-Tr l } ' I L-E I z ,. _ -a-'. .. _, I ry 1 N P M ! - Jp� CiLLAR I• - - ''stoat w I I •a-,+ n .y,.. :.n SECTION A•A rcn•dn,+1• late•.,. 1. it .,l <w s•e, . stop de-, I, It, iI�. ST ' PLAN AN :'F Ai - .. .. .... ... ., „ . S' No. "Ns ••e• fair be wrra•n h wrlwn cow :_ -_ _ 2 r• ar wpgrrs:pn plfl in Will Wei asty .a .: F P [- -_• ..- oab acAIr Ina, I e ... II _. } SFCTION 0-1) i X I 30 ar 'NPr; SECTIONS-8 NJF I ^RChT f: FVAfOn1 VrA I rbt" qw 1•lt, aEi.T ION F li , 9*p I .r a r. p„ 'h[ tell f at D .. y I..+r..e ,t' y{• . . orb pr q tI*ww wh •e ne r!1x 1 C' .N -� 1 n "al, p6: :drf M s - bkIcifird , rc+pe Ea E ir l 1 a x ? I ,.:' + �. , a^eFd i _w [ d �.: •P L :Dhae mlv I __ - ---- _. ; - ._.. - -- , I _ � i 1 ' - - 1 GRATE I .1___. L Iq `» Om+eeal!i• a*.ore.. an l•l C:,ato,9a --it arR FW hta 'd illLb. F rn „•:�'ttt en VO's irk .,'.' o D-.• Yt'a_ '• SECTION �_F 'n-,d frMn er it A • a' Ire rwHbi".p Do to M toe C. Mt .hKb-. Oyu,l- 1,eneora sro oS•afsn.:e port ro• osY•,^nilnp :+•..Dots Dnd inrncH.d1ll, .-s: n` _•.w - ♦.'v .: I.:e rd.r" Av •<: I-- I- xd c•o" r"[k^ r da-Irl �;' , 1i'Y": N - - . M aCON, "'ad bvtr'. r r r. .. ,, n a .n. x:•ifs CC a 4•"po'a Ej _ �I STA1Df�t� CURB DROP INLET 12'' 24` PIPE MAXIMUM DEPYH (h0=S rtrc?'r' ` V!RGINIA DEPARTMENT'ON - Sheet 2 of 2 DI^3a. SB 3C TABLE OF QUANTITIES L AREA OF CON REINFORCING STEEL PE SLOT CRETE _ _ _ BARS A , BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT Fr, S% Ft. Ca.Yds. No. Lin. Ft' No. Lin. Ft.'_ No. _Lm. Ft*' No. Lin. Ft.' - -- - - 1 5'-7' i 3 3'-2" No. - Lin. Ft.' - No. - Lin. Ft.' No. f 6 Lin. Ft.* 1'-0" Lbs. 22 DI - 3A 2'-6" 1.15 2.26 4' 1.83 2,59 5 6'-71"loe'40 3_ 5' -7- 13 1 3' 2' 4 1'-6" 3 1'-6" 4 1'-0" 64 61 2.75 3.02 5 3'-6" 1 6 71o45 3 5'-T" 3 I'-0" 111 3' -2" 4 3'-6" 3 I'-6" 4 8' 3.10 3.46 5 5'-6" 1'-6' 4 1'-ON 158 10 7106 3 8'-7►" 3 V-24 4 5'-6' 3 D I- 38 3.90 3-2" 3'-2" 1'- 6' 1'- 6" 4 4 I'-0i 1'-0" 204 2 5 I 10' 12' 4.58 5 T -6N � 14 '• MC -Id =7106'-10" 3 3 5 - 7' 5 -7" 3 3 4 r 4 7'-6" 9'-8" 3 3 5.50 4.34 5 9=6' 18 478 5 I1T-6e 22 7106•-10` 3 4 1'-0. 298 14' 6.42 5'-T 3 V-2to 111-6" 3 1'-6. - 26 -71u9-V 3 5'-7 3 3-2" _4 4 13'-6" 3 1' 6" 4 I'-0' 345 16' T.33 5.22 5 18' 8.25 5.66 5�13!4* 15-6" 30 -71o6'-ICf 3• 5'-7" 3 3 -2' 4 {S'-6' 3 I 6" 4 1-0" 391 20 9.17 .09 5I 34 6aFo610 3 5'-7" 3 3'-2' 4 17=6' 3 1'-6" 4 1'-0e 438 -6 6' 2.75 3.01 10 lr-- - 4 ._ -71o6-10' 5 5-7" 3 3 2' 8 1' 9' 6 It-6" 2 1'-0' 11 1 5 T-7" 1 3 3' 2 8 2 9" 6 I'-6' 2 11-0" 158 8' 3.67 3.45 10 2'-9" 8 =71o(5`0' V-9N -- 12 6-7 - --_. 5 5'-7" 3 3' 2' 8 3'-9" 10' 4,58 3.69 10 6 I'-6" 2 1'-0' 205 -3C 12' 5.50 _ . 5 . .. - V-T" 3 3-2" __ 8 ._ 4'-9e - 6 1'-6' 4.33 10 4'-9" ..__ 16 6-71)b- 2 1'--& _. 252 14 6.42 4.77 10 5'-9" 20 3'-2" 8 6-9" 6 Ill 2 DI 4"to6-40 5 5'-7" 3 I' -Do 298 .21 5.21 6'-9" 24 =ito5l0" 5 e-7' 3 16' - 7.33 _ 10 5-2' 8 6-9" 6 1'- 6' 2 I'-0' 345 18' 8.25 . Sias - 5 - 5'-T 3 V-2" 8 10 - 7 9" 28 e-riv '10F 7'-9' -- 6 . _ 1'-6' 2 _ 1'-0' 392 20 9.17 6.09 10 8 9" 32 45�'to6'-11T 1'- 6* 2 1'-0" 439 5 6-T' 3 3-2N 8 8'-9" 6 *.Denotes length of one (1) her Notes All reinforcing Dors to to No (5) AN cost in place :oncrele to be Clcm A3 For occeptatile o iernate see Precast Stardom Despns Concrete duta:tihes shown are fordepth :Htof 5=2 lellhool plpe6 The arno,tnt disobced t'v pipes muss be, aeducled to ablino tr„e gwol».ties For inlets of i fferent dep'tts am or 'suht,xt 032 n. yds of conc'e'e for each fart o1 olff@ren;e 'n depth Length of Angle Iron as shown or Sheet I Is to De LF l6"8 4 10 IM per ft SPECIFICATION STANDARD CURB DROP INLET REFERENCE 12' 30" PIPE MAXIMUM DEPTH (H) =8' ? 3 VIRGINIA 'JL.:'Atd1MEN 302 TRANSPORTATION iO4 10 Toper curb Ie!pv down O - 1a 0 lyJ palM a' PYe' lIM I 1 o"Inuo ar rue terpra 42C. rhtre dAArtasbv. -- •5 8 Bf f a illc-c UINneMI Cav dal caw ! /2' vat J' Ltf:?oo Vw »tan SJdewat a SF/ewtut Sp[xe q.���• �J P'rANssobM U CG 12 I "PICAL AfrERNATE RALYAI PlAll FLW USE At APPLKA&E STREET CJNNECTKWS AND C09MIFACIA1 a Par Carwrerc lof £rrrata4 ENTRANCES. f Hetly True Ira//Ic Mfc/poled I $al Slaldord C1G IJ ttAW 20JAD o. c�•o co. c4 c o,' o _`-� 1 c• o c o �' 3LY -L•tQ,�•o o,_oo � ..t t � j - -• �: � '� Sppe o21 Yo,!'re,m I A T ANGF NT PLAN ;50wETRIC VAEV •)-whr4 Sra.CG-J Cli It Mted. NOTES r I is fh niNm:.•n 5ltl4wors Nrip - r4Rw/remara to LwD !wAp ldaa !D Or bst A-J Cacrr/ fSs A If p4Ppy1 wl rn arty reatsfanr LnesYa ddaraWd worrd,y stx race corer l,V Ir[e er In. loft d Tfa romp llaer Lranp /Apia..may Tx a_ -er (Wit ar whrW p/lr strip actili a 12.1 srgpe prarosr a cost in pwiti. The aeralod'e .tor rJry stv! to prorlOed Dy an e,msw u,grepare $rJ CG Z -•--•----•---T ! -- -.� fJNSA Home shoffM.[trod a 'alas m stq[e of t?,; a CC di m -- - uJY Nsa �torea sloes or cwo ,"a,ry to ee Dla.real mo ollrdapt with toxv flow a ual� h a 'V � --�---� rNssoLW cerls[rucrlon /drY withtepar/reo Dw s. ' tf rump fkpr Is aa'asl, ledaa nerd far acrodad (r oarerwrs SC Iter w1of d g (brad slats Conk be t'Usl In taut (Ater auticemarld precast,atria /tat'. Praceldcor isle sh]N 14 cross A14. SECTION A A iris Item ay pa RaJuifod pars a4 io fr of A .'pitted i'cenrr a twee, ac✓V out, slues d Ira r, ansY c f r cost n oce. a a / fd bar. a oaprn d to.•Rp (ar. sNnlnArm t.Wa::de far •5 . X Aars a IP CC Cott' WOW wilt Ie mw"Od ofd polo for d Ih ca7rp[} t Nr alLta for Nydf"IL Crimes Pr,WSAJale Catsrru?!al C00cret4 Sldewalt ono f 4XSed upprayore 31daraa. corllWate"Irrdatr Shale ie1 MQ,J*L R Ufy Cut Oia,ro dro purr outer. Ind,urtrmms ad/taro to aA0 roa(ps art ltrrcaed to pdyetefa -- --_ _ la Curb/wrD ano pai -- - - - �' -•�- "O Mhai used Inc 01cinaflo) with 51,jWurd CG J a CG r. Ile Ct✓p f" an Iris Sladard Is _._-� _ • �: „�� Ia De ad/usred to rrlarrAr Ift aexrraaal oWD cyWAlpur lariat [ Inw (,.B ■Aprss.sLDy ratrfe It de/lned as o CLwa:; a,ws cap RamW are to De Aa:ored as s/wn at tire drays r os alraclad Dy rre trlplr•ow. -SECT no brat. ft Lcled. Vapid, firm arts stop rasf if" trey are to ft praided a f,versacYlans wane.a, an atruarlds rage m «lord, fla rlWya o fl Umlls ur E•Dased apprwe siaew,00 Alen ^"necrr^p Ulf Catssa/po arenwas at a Faclufy /red way X o y,l.Mq too" Grasses a curb r"Jfass d -,Wtw sWawou Is e,IsKro, IWW r rlrvillorr hay can to aqa wx/ed."rarws and ltalr,r�tr »tore wla7n d sLaew•04 a sLOewole ll 4 pw sons with nDlN py lttiCV, at"s, spdoe S ltsd Ir,u1 T f P, ow cle oft paraw pedesittan crwswaols as s,-",n on pants or as alrocrod L�• rh frplrer.M srourJ nest De Nro[ad DsNw srtp lei riffles, E4lstfnlp Nay popes. Of# "rovS. Crop Irte!s. arc wJU also a/Fec1(imervoi - CURB RAMP sm""""" KffRfaCE (PF_RSONS WITH MOBIUI Y IMPAIRMFNI S) Jf2y� VfAIGINIA XPARr•fNT OF TRANSPORTAT" Hwlsea 2e gar 'x - � 9J LEVEL SPREADER CROSS SECTION VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER * FILTER CLOTH 6X6 TREATED TIMBER -� SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLES #5 REBAR TO ?ECUR E TIMBER one 7' MIN. UNDISTURBED SOIL - - _ MIN. 6 --I I s-I i -S'ape o .10".fn ct ' rrM-panr of IapMt Dip* I ( �^ I _ I I -1 -•`Sb.» to barn b -0,, of Will, pipe SECTION A -A ENT 1N DROP INLETS mall wdl r,er Cb to w a. E- Pa PLAN SECTION B-8 METHOD OF TREATMENT IN MANHOLES flcaT+oN STANDARD METHOD OF SHAPING MANHOLE 8INLET INVERTS F_E RE NICE 502 _ VIRGINIA DEPARTMLNI Of TRANSPORTATION 2:1 OR ` FLATTER LEVEL SPREADER WITH RIGID LIP * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 City of Wlnche..,1r.; Stal!dard Utility 00,'ifl Cellartlrlent Oif Public Utlillles 10608 I r .'rxN oicw .r .4 r. f .rMr .f2tf.r' If -31 _ . a'. a as A h It }r¢. ."'.+-,sir. •'rw > ri '�{wl. t'•1 .. _3441,4se 1, .5'nsI lei '.3 , i'. rY: Ian..` _ •'owls...' rwAD 'l.�h':'fF'� o+aras Earr• •. b�.'.f'1rd,,' sTs:,e [t u•' -' 'ryl: .'•.�' Am rrrsi,I:" at _ r A E • I w m � ,tor -z I RECOMMENDED DETYATERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING -- CORRUGATED METAL RISER POLYETHYLENE CAP DEPTH VARIES AS PERFORATED POLYETHYLENE* FORUIORDY DRAINAGE TUBING, DIAMETER STORAGE VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) WET FERNCO-STYLE COUPLING STORAGE DEWATEPING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14-A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 SOURCE: VA. DSWC MATERIALS WIRE GAGE: No. 11 WIRE MESH: 2" CORNER POSTS: 2" O.D. LNE POSTS: 2" O.D. GATE POSTS: 2 1/2" O.D. TOP RAILS: 1 5/8" O.D. GATES: Single or double any width desired. POST SPACING: Line posts 10'-0" O.C., 8'-0" O.C. may used on heav RA,L END E.,1AN'3.0N PAe1R.0 �, TOrr n.: L,. Sa EEvE,, T�_, ""n rrC)Rr20NTA.. GR A4^E' OIA001aAL SPACE -sTRErcFtER �-'-� BAR TENSION WIRE Ttrta J „" tit r..mi {I f CORNER POST LINE POST GATE POST ELEVATION -FENCE ANO GATE 'tore rw fulx Y 5 0 - and Iwte. r tor-tal or, d.•arxtal brace. or both. it "ad I— greater .tablals' Pr : I,— "la io-od I). r4 rldlsl4r•1 and st•auld .,I ­_1 to' 0, G L Prorlde 1 J14- PVC slats 7hrou9hout mesh PLATE. 3.14-15 NOT[ Bottom of concrete oase to be ter Gel[sw Irs,st tine Ise. I:x;AI ;,.del Cu ncreto base s cos .Nowt aru recommended mmdndrr. and should be F"evgrod fur caadrttans whre sod Is Pon, y construction I 6 O`ENCG HEIp HT IS TO TOP OE PO%T OR TO TOP BT-RANOPO O DARe[C w.RG S1L B Tgminat coffer A. gdly Nusl ttu'+es .run 41.)" deep_ Potts sat a lull 36 - into hole (see note abovel . Pl �C ac Q; z LLJ �r1 g VJ rJ Z 0 L� � � z WQ J Z O C) rU\ W U O Q W W G Q_ W LC Lu > CL CJ V) W j d � cr) 01) � I -J CID COD 0 > O C tl •� j a c O� Cl) 3 W 4 1` N C C / )CL / V Cd J 0 co 4 Psalm N V Ibe I • T__ (, W g •s~iy T � � X 4p L NTH �F CJI C.E, MADDOX, JR, C3 CERTIFICATE NO v 091 l fF7 S�ERED PSSI❑NAL ENGINEER _ W � � H O U V I•=.I SCALE: AS SHOWN DRAWN BY: L/L W PROJECT NO. 6 / 45 DATE: 4& 20199 SHEET 8 of 8