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Home My WebLink About18-00 Crossroads Mall - Shawnee - BackfileC ;NERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP N Z 4 EXISTING INTERMEDIATE CONTOUR -- - - - - SCALE 1 "= 2000' 1. Methods and materials used in the constructioin of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330--- W County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �•® LU and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT -.,_.._ _....___._. __._._.--- EX� ---_--_-- .__.___. _..__..-.__._.-__ .____.._. Z must be provided prior to issuance of the sitte development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Administration VOSH EXISTING _..._._._ ....-__._._.. CURB AND GUTTER EX GtG _.__.._._........... _...._......_.-.._....... __... ._.... CITY OF ZPROP 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health and Rules & Regulations. CtG UJINGNESTER (VDOT) prior to construction in existing State right-of-way. V3. When VDOT traffic PROPOSED CURB AND GUTTER �� ,L ///� °b O W 0 LO M working on right-of-way, all control, whether permanent or temporary, CG-6 TRANS. CG bR Q11 O c� .--I 4. Approval of this plan does not guarantee issuaince of an entrance permit b VDOT when such permit is PP P g P Y P , shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R �� 4' O%M C\2 It required under State law. q Furthermore, all traffic control flaggers must be certified in accordance with VDOT's EXISTING TELEPHONE LINE -----____._ .__._._. _________.____.�___.._.__.__ x, � � � �iOCJTCO � a) ca I 0 � 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. PROPOSED TELEPHONE LINE T T �AI �. A/ ca 0 °° 1 with the Develo er, Count Representatives, amd Representatives of the Virginia Department of Transportation P Y P P g P P �`' \ rn VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be (VDOT) g / p p V4. Design features relating to construction or to regulation, control and safety of traffic may Y Y EXISTING _ STORM SEWER �� EX 15 R R RCP Costello D�iVe �� I Z x LOCQ " responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to be subject to change as deemed necessary b VDOT. 1 g Y Y Virginia Department of Transportation (VDOT) (Guard Rail and Paved Ditch Specifications. 15 RCP - �� 0, a�i aV � .d +, p V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER S f TE s� W 6. Ana roved set of lens and all applicable permits must be available at the construction site. Also, a PP P PP P - land use permits for any work on VDOT right-of-way. ,0 p.,'n representative of the developer must be available at all times. EXISTING SANITARY SEWER -�-� - ---�---- -wa.. .� 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER IL • 1e A,w '-' Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE - O contractor, various County agencies, utility companies and VDOT prior to initiation of work. •- 8. All unsuitable material shall be removed from the construction limits of the roadway before placiT.b PROPOSED ELECTRIC SERVICE �� ,A� 0 •► °j embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for r ►r a -' 0 o 9. All pavement sections on the approved plans acre based on a minimum CBR value of 6. CBR values less than 6 by Greenway Engineering by the any undetermined length of time. VDOT will also require 48 hours notice for any inspection.,, EXISTING GAS LINE _._-______.__-_._.______.__.__.____._____._._.. .____ __.__-.___. O '' r e � y m ti will require revised pavement section prepared and approved owner. PROPOSED GAS LINE G G0 0 o 10. All roadside ditches at grades of more than 5%l shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE ®-� �-® L Winchest U- OA Airport on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance D�a in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE .�• .•• >•• •» »••� ••<«� ° » 'Qj �_ 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be 6" diameter to VDO►T SB-1. Furthermore, access to other properties affected by this project shall be maintained EXISTING FENCELINE---- ------ -------;;._____X.____�.....___.._.___________.F___;�__.___. Or minimum and conform standard through construction. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE r.J ��, Z one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during 0 0 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment, prior to it is the to dust, to take and at the end of construction. EXISTING EXISTING TELEPHONE POLE WATERLINE W/ TEE ~-~~ ~ �- ti_ 73 entering public streets, and contractors responsibility clean streets, allay and V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have Q whatever measures are necessary to insure thiat the streets are maintained in a clean, mud and dust free condition at all times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE o T > " f_ 14. 'Notification shall be given to the appropriate! utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the the VDOT. Work in that EXISTING FIRE HYDRANT a 0 �--� > O ~ zO z w � � i- Izii w Q sewer lines. Information should also be obtained from the appropriate authority concerning permits; cut attention of engineer and shall cease vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE _a _ - _ ..�n PROJECT INFORMATION � Z pp� sheets, and connections to existing lines. OC w PARCEL IDENTIFICATI❑N N❑, TAX MAP 64 ((8)H 5A FAR, CALCULATI❑NS 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® m (3 o Z LU standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. P P EXISTING REDUCER m- --. STREET ADDRESS; PERMITTED: 0- OU U O p 0 d) 16. The location of existing utilities shown in these are taken from existing records. It shall be the ' 1.0 TOTAL *- O Q plans V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER T❑TAL AREA 1.4348 ACRES PROVIDED: LL U U contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y g be compacted in 6" lifts to 95% of theoretical maximum density as determined b P Y Y STOP SIGN PROJECT AREA 1.4348 ACRES 03O AG. BLDG./1.4348 AC. 021 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing = DISTURBED AREA: lb0 ACRES �;, .t 0 O utilityverification and the proposed construction. P P AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) F? -�-s'-� "'" CURRENT Z❑NING� B2 � > � � � of an dedicated right-of-way. At the direction of VDOT Inspector density tests Y DENOTES LOCATION OF STD VDOT CURRENT USE: VACANT GROSS FLOOR AREA p 0 •q 0 0 0 I E 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed b a qualified "independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROPOSED Z❑NING, N/A RETAIL = 13,289.5 SF 0 0 result of his construction project within or contiguous to the existing right-of-way. P 1 g g g y Road and Bride Specifications. A co of all tests shall be submitted to VDOT prior to g P PY P final VDOT PARKING INDICATOR PROPOSED USE: RETAIL 18. When grading is proposed within easements of utilities, letters of permission from all involved companies approval. INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 w 0 dpNt B must be provided to Frederick County prior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS REQUIRED PROVIDED SIGNS; PLACED ON BUILDING A C 0 0 C r- 19. The developer will be responsible for the relocation of any utilities which is required as a result o¢ his FRONT: 35' 127.3' OUTDOOR LIGHTNING PLACED ON BUILDING project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE N/A23B' OUTDOOR STORAGE, NO OUTDOOR STORAGE shall meet VDOT minimum design standards and is the developer's responsibility. REAR: N/A 34.6' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PROPOSED in accordance with state law. In the event giravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials �rithin VEHICLES PER DAY COUNT 100 � PARKING SETBACKS FR❑1`a` 5.5 engineer must be notified immediately. g Y• any dedicated street must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE 51 SIDE, 5' 29' BUILDING HEIGHT 21. The contractor is to verify field conditions print to and during construction and notify Greenway 'engineering acceptance of work. Unit and total prices may be obscured. - - ' REARS IN/A MAXIMUM = 35' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g / P PROP. HEIGHT = 25' EXISTING STREET LIGHT �� 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP Y Y g account receivable basis. PROPOSED STREET NAME SIGN 1 T professional engineer and results submitted to Frederick County prior to pavement construction. if a geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT LANDSCAPE CALCULATI❑NS PARKING CALCULATI❑NS 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O ..ANDSCAPED AREA: REQUIRED: REQUIRED: 15 o OF LOT AREA 9,31E SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement = RETAIL: 1 5PACE/200 SF of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER 12 PROVIDED: 15% 13,289.5*/200 5F=66.4 SPACES, USE 67 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. INTERIOR REQUIRED: INTERIOR PROVIDED: PROVIDED: 68 SPACES E- UTILITY CONTA CTS FIRE MARSHALL S NOTE EASEMENT LINE - - - - - - - 1 SHADE TREE PER 10 SPACES 'I SHADE TREES 72 5PACE5/10 SPACES 1.2 TREES GREEN AREA 2,23'1* CENTERLINE .12,0 = = HAN DICAUSE 7 TREES OR 1.491. D C P SPACES REQUIRED: PER ADA 3 SPACESZ0Water/Sewer: E- Frederick County Sanitation Authority power: Alle hen Power Allegheny Fire lane markings and signage: EXISTING SPOT ELEVATION s = GREEN AREA = E?% OF PARKING LOT .(24 P.O. Box 1877 P.O. Box 1458 Winchester, VA. 22604 Winchester, Hagerstown, MD 21741 Any ,� No Parking signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 12 HANDICAP SPACES PROVIDED - OF PARKING LOT = i,5i6* 3 SPACES � > E-i � 540) 868-1061 1-800-654-3317 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE (I VAN ACCESSIBLE SPACE) W Phone: Phone: Bell -Atlantic Gas: Shenandoah Gas Co. P.O. Box 17c EXISTING TREE t< > 15" OAK 15" PINE ��,,. PERIMETER REQUIR�Q PERIMETER PROVIDED - LOADING SPACES REQUIRED: P.O. Box 2400 APPROVAL FLOCK - 1 SHADE TREE PER 40' OF PARKING LOT 12 SHADE TREES 1 SP./10,000 5F PLUS F'' � ill MD 21297 Baltimore, Winchester, VA 22604 (301) 954-6282 (540) 869-1111 PROPOSED TREE �.^ OAK PINE �� ✓� PERIMETER = 4g8740' = 12.45 TREES, 3' EVERGREEN HEDGE 1SP./EAGH 30,000 SF ADDITIONAL USE 12 TREE`' C) o �--+ U MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FORA PERIOD FIVE lr J1 �' �i�(i 13,289.5�/10,C00>�=13 SPACES, USE I SP. � � OF (5) YEARS FROM DATE OF APPROVAL. LOADING SPACES PROVIDED- INSPECTIONS DEPARTMENT NC5 1 SPACE U (� � FCSA MYSTRUCTION NOTES 1. BUILDING SHALL COMPLY WITH THE VIR31NIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 3Oc3 � Q USE GROUP M (MERCANTILE) c.;F THE BOCA NATIONAL BUILDING CODE 1996. OTHER CODES THAT APPLY ARE CABO Alli.l-g2 ACCE5501 E AND USABLE BUILDINGS AND FACILITIES. O 1. Water and sewer lines are to be constructed in aiccordance with these plans. The lines shall additionally meet all �a requirements of the Frederick County Sanitation Authority. A ��3 �Cn 2. ALL REQUIRED EGRESS FF4'OM THE BUILDING SHALL COMPLY WITH A.D.A. SIGNATURE DATE 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. SINCE BUILDING EXCEEDS 12,000 SF., SECTION -10-1 "FIREWALLS" AND 904 "FIRE 5UPRE55ING SYSTEM" OF BOCA SHALL BE ENFORC .: D AND PROVIDED WITH THE BUILDING PLANS. V 3. Exact locations of water and sewer services on mew lines are to be coordinated with the Authority's inspector. TRIP GENERATION DATA FREDERIi COUNTY COVER SHEET 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in NLTH p �Ir -- size. Before a permanent meter is set, they regluire; 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the ditance between the top of CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD the cover and yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. IT IS THE DEVELOPER'S/COMTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY KL Y "•' v MIC®� Project Name: J Pro ect Number: J INSTALLED CORRECTLY. 814 SPECIALTY RETAIL CENTER 13,289.5 40.67/1000 SF 540 tA'0o `� O 5 O A A `L L 2�gg E►' 1 5. For water and sewer services that connect to existing lines: LI ENSE No. � �O I 1 2000 a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application for service must be made and fees paid belfore work will begin. + 031162 "SS, � Day, I®NAL Magisterial District Date of Plan; (Month, Year) D€PT, OF LANNING/DEVELOPMENT; b. The Autority shall furnish and install all 5/;8", 3/4", and 1" water services. C. For 1 1/2' and 2' water services, the Authority shall make the tap and bring the piping to the property line. SAUN FE DICJTRICT I"'IARC 27 2�� The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. TOTAL 540 6. When an existing water main is tapped for the installation of a new line: Owners Address, Including Zip Code & Telephone No, a. The Autority shall furnish all labor and materials to make the tap. PROFESSIONAL SEAL & SIGNATURE c/o CHILDREN'S SERVICES OF VA, P.O. BOX 286-1 b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location the tap; (4) final the work is V SHEET INDEX �,�SJ,Q�I S,QBS�C'�i-°i WINCHESTER, VA 22604 of make payment when completed. f� THESE PLANS ARE IN CONFORMANCE WITH (INC) 667-0116 DATE: MARCH 2O00 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. FREDERICK COUNTY STANDARDS AND Develo er; p Address, Including Zip Code &Telephone No. I COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE � c/o CHILDREN'5 SERVICES OF VA, P.O. BOX 2867 DESIGNED BY: MSS 8. Any water service line must have a double check; valve or RPZ backflow prevention assembly, as required, installed. 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY �'�`S`7'd'� 3AB�A�i-i WINCHESTER, VA 22604 CHECKED BY: MSS The assemblyshall meet ASSE standard NO. 1015 or 1013. A remote readout is required. q 3 GRADING PLAN THE ZONING ADMINISTRATOR PRIOR TO (INC) 66-1-C116 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow p y prevention 4 EROSION 8 SEDIMENT CONTROL CONSTRUCTION. Engineer Certif in Plan g' Certifying Address, Including Zip Code & Telephone No, assembly as required. The assembly shall meet rASSE standard NO. 1048 or 1047. A remote readout is required. AND LANDSCAPE PLAN 151 WINDY HILL LANE JOB NO. 259E 5 DETAILS GREENUJ,4*' ENGINEERING WINCHESTER, VA 22602 C540H 662-4165 SHEET I OF 5 u) cn 0 O (D cti C\i Q 0 Cl a) 3 D a rn ni o, c_ CD 0) r_ w L (O Q rn L l0 O D C (D C cn rn rn Ln Cu U) Li- WM _ 9 y I \ l4 12'x2O' GONG. DUMP. PAD W/ ENCLOSURE ('SEE DETAILS SHT, 5). COUN"TY 15 NOT RESPONSIBLE FOR MAINTENANCE OR REPAIRS. II PROP. F.N. 4 GATE VALVEI WATER LINE NOTE: IF SIAME;SE I CONNECTION IS NOT REQUIRED, THE 0 FIRE HYDRANT ON THE NOR-TH SIDE OF THE BUILDING DOES NOT NEED TO BE CONSTRUCTED. i CONSTRUCT S/W 7 P/L FOR FUTURE CONNECTION N/F TRU5TEE5 OF THE NORA GABBER TRU57 DO NOT TM 64 ((8)) LOT IA ENTER SIGN ZONE: 52 USE: VACANT PROOR 20' WATER LINE ESMT. 51TE FLAN NOTE5: a I NOTE: THERE ARE NO STEEP 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT 0 SLOi=ES, UJOODLANDS, PLAT LOTS 4, 5 4 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, ING. AND DATED MARCH 15, 2000. W f!; FLOODiFLAINS, WETLAND5, R N/F WINCHE5TER MEDICAL s1NKNOLE5, STREAMS, W 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. f' CENTER, INC. DRAINAGE W,4 '5 OR OTHER Z `� 51GNIFICANT ENVIRONMENTAL 3. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-31X TM 64 (lA)) LOT 4J FEATURES ON TNI5 SITE, SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT D.B. 801, PG. 231 �- ;} GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAYS. Z ZONE: 52 W C\l USE: VACANT 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN. 00 .' _ •'=-> --- ..- <::_,.. ::-:.., yk 7*' 7 SST' •,, 'v V 11 ''�7F''�. . ' ,/' v ,+�„` "C/� `✓' �. :Je ✓ ti . �` s I s 5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10 BEHIND THE 2' 'E C/L EX. TRAPEZOIDAL i W cd '~� RICH -OF -WAY LINE AND SHALL MEASURE 8' BY 4' (32 SQ. FTJ. ALL OTHER SIGNS FOR Q °D 2' SCUPPER (SEE DETAIL DITCH (2' WIDE BOTTOM) - ''' I ��%I.._,' t �_ l , (SEE DETAIL THIS SHEET) T® REMAINX. LIGHT POLE lT("P.) INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING an rn THIS SHEET) �. N 52' 33' 56" W 250DO' -!YJ_ rt ;',. t._.� `- ORDINANCE REQUIREMENTS. O .wit. /T�^ %!!� �r _._. �i�r.�a. LY�i1.._ ram► . r, nr �► ��—'± l d l � LO N �•.. L � Z —..._ °i - - ---- --- -- - - ui O .:. a. 4 atn a CG-6 5' PARKING LOT a; GATE ITT 2' SCUPPER SETBACK 25'R I � � � H �• OAD ING SPA (SEE DETAIL PROP. TEMP. I I GRADING ESMT. END I el TEMP. WHEELSTOPS TO BE CtG REMOVED AT TIME OF LOT IA IS DEVELOPED AND INTERPARCEL N CONNECTOR IS CONSTRUCTED. A,FUTURE I CtG\ FUTURE a,.,�...�_. - 5'R ,._.... INTER -PARCEL ___ __--_----.__-_- ..-_-_- - OP. E CONNECTOR E `5�f`---- 22 INGRESS/ EC -I :- 1 EGRESS ESTMIT. �P---RAP �... -.-_ = -- _.._.__ 35' .. _.. -.- ••- END C#G T ram 112.12 EX, 5" CONDUIT _ , _. FUTURE CtG 5'R E; FUTURE DI-3C SET ON _ -_TAP BY i EX. STM. SEW- - ,n F A 8 TOP=113.16, INV 10926 m _� EX, 12'' WA ER 1 PROP. 20' STM. DRN. ESMT. 5' PARKING LOT SETBACK CG-12 . — r ... __...- _ ._._v _._._,_ - - -'_. QC !*dam CJ. Tr+( C�', I -P / y ' . - - 24" RCP S`"'"1,. SEW. STD. CG -11 i Y O 1= ER ;} MATCH EX. CtG ENTRANCE n 'H lliA'NAGE, 'EN, PO'�ID (5- C?T~I ?<?S ExT AN . (ALLEGHllEN _/ POWER NO. 1935420) TO BE RELOCATE'D 550' SIGHT D ISTANCE O 10 /I 20 • Q 0 550' SIGHT DISTANCE 005TELL0 DRIVE (PRIVATE ROAD) 80' RIGHT-OF-WAY NO POSTED SPEED LIMIT WATER LINE Pi20FIL PROP. SIGN: SMALL DELIVERY TRUCK ACCESS ONLY N/F TRUSTEES OF T1-IE NORA LR"'� GARS R TRUST TM 64 ((8)) LOT 4A ZONE: 52 w USE: VACANT z APPROX. LOCATION OF FACE OF �3 Q / CURB FROM LOT 4A (INFOMATION e TAKEN FROM G.W. CL IFFORD ;ILL ASSOC. SITE PLAN) w w 4 w 0 j, PROP. FIRE HYDRANT Z' FROM CLIFFORD d p O 0 ASSOC. SITE PLAN TO -' r PROP. TEMP. X 1Y m X GRADING ESMT. BE TO 0 �O Q z a �_ _......_ WESTERN SIDE OF u `- CX CONSTRUCT S/W TO BLDG. Q `Q Q p x (K P/L FOR FUTURE 0 oZo 2, Li) - a - CONNECTION FUTURE'-� - - 10 + INTER -PARCEL CONNECTOR ; PROP. EP " T - AS-13s. i. - TO'~ 7i�- i CONG. DITCH t A ix I A ` �-_ FAV€M15NT 5TORM 5EWER PROFILE W A IL4 ;-I W O '4% w rn Ll o w o m d)z°z uw Q ZO W U) �D u w UZI 4 PROP. GRADE Q a 73 >- u C/L OF PIPE � p �7_ EX. GRADE 9 C/L 1�OF PIPE 1L u w } v 05' CLEARANCE 0 0 0 Q W 0 e e a U0 30'-14"x23" HERGP 6' � 0 "T :L. III 0.4go co cz Q C \D t- 08 0 0 0 0 C m kM SMIKL y x &V NSE No.031162 p�u zwONAL � p > r > � i- J � ww rp =X Q wz X� z �7 w 0 - W Z �Q 0 12 lO + HORIZ. SCALE: 1"=50' VERT. SCALE: I"=5' 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) I III III III III III III III I�'-- COMPACTED SUBGcRADE (W9. DENSITY) CONCRETE 511DEUJ,4L< DETAIL (NOT "O SCALE) o -2s 'd e G 0 VDOT SPEC. 414.03, CL. I, TYPE A TYPE 15CURFER DETAIL Dt-scupl NOT TO SCALE Dt-whlstslot CG-6R DEPRESSED GUTTER co 1-IANDICA SYMBOLS STRIPED AREA F� LS' VAN ACCESSIBLE SPACE 5' FOR REGULAR SPACE HANDICAPPED PA5?J<ING DETAIL N.T.S. v_ SECTION A -A UUNEEL STOP NOT TO SCALE 5311 2-24" 06 REPARS FOR WHEEL STOP Q H � � F—I iv (A > Q1:4 E-a W O V 1 H� O U � � U F-1 W W O Q DATE: MARCH 2O00 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2599 SHEET 2 OF 5 Ln CD m m Q L CD 3 a m Q] CD U7 0i 01 C L N C Q7 C LU N L ru Q cn L O ro CD cn 01 C-) Ln Cj cn N u- 0 x GRADING PLAN NOTES: � "PROPERTY Z e e 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED LINE ADJUSTMENT PLAT LOTS 4, 5 t 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000. W 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, W 2000. Z 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL CONSTRUCT THE HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE BOTH IN LONGITUDINAL AND GROSS SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR RIGHT-OF-WAY SHALL Z NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 W HANDICAPPED RAMPS). cv 0 Ln 4. STORMWATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION C\l I OF THE STORMWATER POND ASSOCIATED WITH THE "SUBDIVISION DESIGN PLAN FOR C OSTELLO DRIVE" Q G .5 CC) PREPARED BY GILBERT W. CLIFFORD < ASSOCIATES, INC. NO IMPROVEMENTS TO THE POND ARE 'an COto REQUIRED AS A RESULT OF THIS DEVELOPMENT.cq oar Zy x to c� (� W°"t Lo U rr LO .�7r 0 E-4. V) m 0 MICHAEL 8. 7ICKLEY LICENSE No. �0031 162 �SSIONAL mi a �� y a �E- a E�D oU)o y ww �Q oC x DATE: MARCH 2O00 SCALE: 1" = 20' 20 Ud 0 20 40 DESIGNED BY: MSS SCALE: 1" = 20' FILE NO. 2599 SHEET 3 OF 5 v. UJ 0 0 (D cU 00 m cn 0 0 m Z) a MD CD m o, 3 TD CD to CT) rn cu o� L N aJ C W (1) L ro Q cn co 0 M) C ro c CD cn ! rn rn Lr) CV W 0 _ - . - ,, .--..�,j.:--. _. ti,v -::.: {. . _<.... ., ;. ,.- _. .. fr'-�.,Jr.._Z,T'� -.. �; - .f-��.J-��-..'�..c.�r �,•,.v,{'-,,f''--�,^'=�=".�- ,-'��"'p"-�--'c;,'<`='�r' `',�T��- f `._ \'''I� __. ___. _,_ .,_ �.. _.. , • �.. .,.__........- - _,..» . ..,�T`_„�, .fir - x ��az �T9 i if _. I t t S� y 3-CB I I ! n i 1 f pq ,C , ' _ �,,/i `�� , i I _ DRAINAGE AREA TO CULVERT=2.19 AC. i j , { j ' �-+- - AGE = i i ' REQUIRED WET STOR 146.-1 CY i - ' I (! I I I REQUIRED DRY STORAGE = 146.1 CY , I I 5 CULVERT INLET - ._} FOR PROTECTION PHASE I OPERATIONS y., (SEE DETAIL SHT. 4) PC W I 1 _ . ' s-rn-,ss..vroowmui.wa.oa.+- �4,.. i.. .. _ 11 ` 1'-tR 8 it T `3-GP.. I i4-TR -TR 7 R I i m f re .y a EROSION AND SEPT LENT CONTROL NARRATIVE: C z a PROJECT DESCRIPTION THE PROPERTY IS LOCATED APPROXIMATELY 640 FEET EAST OF THE INTERSECTION OF ROUTE 522 AND COSTELLO DRIVE. THE SITE AREA IS 1.4345 ACRES OF WHICH APPROXIMATELY 1.60 W ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF 16,150 SF OF RETAIL/STORAGE SPACE AND ASSOCIATED PARKING. EXISTING SITE CONDITIONS CD THE SITE CURRENTLY CONSISTS VACANT. A TOPSOIL STOCKPILE FROM THE GARBER TRUST Z SUBDIVISION DESIGN CONSTRUCTION EXISTS ON THE SITE. THIS STOCKPILE WILL BE REMOVED BY OTHERS AND UNDER A SEPARATE CONTRACT AND DOES NOT INVOLVE THIS PLAN. W c� ADJACENT PROPERTY o co C ,n co THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE EAST, SOUTH AND WEST. COSTELLO Q DRIVE BOUNDS THE 51TE TO THE NORTH. .. ca LO - tw ILI Q: t .`. �_._-.._i�, -�' 4 ( -� EROSION AND SEDIMENT CONTROL MEASURES UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT Wto c\j Z` CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM W v o 0 STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL 4,0 QI HANDBOOK (VESCH). p ?� °?CD 1 44 STRUCTURAL MEASURES A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM COSTELLO DRIVE. A WASH RACK IS REQUIRED WITH THIS ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE o CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. :> ao EROSION/SEDIMENT CONTROL LEGEND NO. KEY 5YM50L DESCRIPTION 302 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 @) SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.09 �D D TEMPORARY DIVERSION DIKE 3.10 FDA TEMPORARY FILL DIVERSION 3.12 DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 320 CD —' —' — CHECK DAMS 333 SO - -a - SODDING 338 TP 0-0-0 TREE PROTECTION LGG LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START ESI-60D2 -let— — — — - - _ - -- - -- - -- - — — — — T - J t 4 4 v 4 V. v a d % T 4 4 +J 4 d A. 9 d ;' w 4 4 d a a P Q .' Y I. s d m•-. ,nx vlkurn__...a. ma�iawxm'a... ..,' ,--. .—._.._._..._ .._. « ... ._. .__-__ ...A ..r_.___ �.__. JQ,_. _ ._]a',rw• ..aat'.x... '. ::: :; .. -: .r :.. ... , ,,r...m,:C^^•:T•_..__,.-.— ..ne�M«-.._'t�rv../?.tr =,-,.-. ._. ..mw.�-. ..+rmm^,-__-- -T'%•^. _' ^^e,,rl...+,n.,+,. _• M.-..x�+__..-•--.. ._,.R`' mmm..n..r_.. _ .xe:.,_v._...... ,!.+.^,w ..,.-..... r.«....,,x Fx. C" 46 C CE W/ WASH RACK - (SEE DETAIL, WASH RACK IS REQUIRED BY THE COUNTY) CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 18" RCP CULVERT TO THE w EAST OF THE LOT. THIS SHALL BE A FIRST STEP MEASURE. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE SITE. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. O`er Z TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (1) DAYS TO DENUDED �w 13 z UJ d AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN U) U w FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS > O O u 4 THAT ARE LEFT DORMANT FOR MORE THAN 51X (6) MONTHS. Q} �z W m TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND �O U O w PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. `Lv u z U ' w ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE 0Y0� iY p 0�W w MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY on 0 d Ca o z d3 AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END e AS QUICKLY AS POSSIBI-E. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND TH _l SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SI":DIMENT CONTROL MEASURES. v MICHAEL ICK Y OS �0 to AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED �� LIC NS No. UP AND REMOVED. O��SS0 31162� ONAL DEVICES LI TED ABOVE RE CON IDERED MINIMUM EROSI N AND SEDIM ENT CONTROLS_ ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN A5 NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS Q ! REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END W OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD a /EX.� STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. J 5C U T A S IM NT IS T M R PPED ED E OBE RE OVE AS QUI TO MAINTAIN 50 T A 1=F1 I Y D RE RED R P E C ENC E- 0 Q AND DISPOSED OF BY SPREADING ON SITE. i GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. PERMANENT STABILIZATION N ; ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO '� ~ 1 . STANDARD AND SPECIFICATION NO. 332 TABLE 332-G OF THE VES H O � � W �D O STORMUJATER MANAGEMENT � �--� U O V STORMWATER MANAGEMENT FOR THIS SITE HA5 BEEN PROVIDED THROUGH THE CONSTRUCTED POND FOR TNESUBD(VISION. SEE PLANS ENTITLED "SUBDIVISION DESI N PLAN FO R � COSTELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD E ASSOCIATES, INC. -- SEEDING NOTES: y Q 1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4''_ Q O 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S,F. (1000 LBS. PER ACRE). 4. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FE5UE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS_ PER ACRE. 0 O 5. STRAW MULCH SHALL R—E APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS_ I PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE U) OF 200 GALLONS PER ACRE. 0 LANDSCAPE LEGEND w KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TR © THUJA Reingold RHEINGOLD 3/ 11 �0 29 AS ARBORVITAE SHOWN PC PYRUS Cleveland CLEVELAND 2-1/2" CAL 2 AS Select SELECT PEAR SHOWN GP CTzATAEGUS WASHINGTON 2-1/2" CAL.( AS Phaenopyrum HAWTHORN SHOWN CERCIS EASTERN AS CC Gana dens is REDBUD 2-1/2" CAL. SHOWN CB CARPINUS betulus PYRAMIDAL EUROPEAN 2-1/2" CAL 6 AS SHOWN HORNBEAM DATE: MARCH 2O00 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2599 SHEET 4 OF 5 u) to 0 0 0 Ln am Ln ry 7 c 0 Q7 3 .-y rn Ln CU i CP C_ a.) a) c w i CD r r0 -) ro nJ 0 c n7 c a� cn U7 I rn Cu i a.1 L� n 0 D y RUBBER NOSE GUY WIRE 012 GAUGE TURNBUCKLE TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE 2" DOUBLE SHREDDED HARDWOOD MULCH/3" SAUCER PLACE TOP 1/8 OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACKFILL ROOTBALL-REMOVE TOP 1/3 OF BURLAP AND CUT ROPE AND/OR REMOVE WIRE BASKET FROM BALL LIGHTLY COMPACTED SETTLING MOUND T''PIGAL PLANTING DETAIL - TREES OVER 2-1/2'' CALIPER (NIOT TO SCALE) 459 ��/ems/ems/ems/e1/e%ems/•��e�/e��/., I III iiiiiiiiiiiiiiiij III • • ' PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE516N VALUE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. VX4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 1�5" %1, 4i_0ri NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 4"X4"X8' POSTS CONCRETE FOOTING WOOD FENCE DETAIL_ NOT TO SCALE trench width as ired sy, 6' did. schedule 40 "`'r•' steel pipe rifled with concrete and pointed. - yellow 7. 18' dia. f r'9 1'-6" concrete = ,% encasement i 1; _.._ �, ------ concrete pod f'-6' sq. x B' deep '"'fit block BOLLARD DETAIL direction of setting to be approved ;prior to installation as required rnri rete pad 1'-6' sq. x 6' deep 1' min. - 6' max. A � stone to be minimumadijussrrrew typo able of 6' above top of base vat" box ID=n - locator peg 51LT ;FENCE iN5TALLATION 1. SET THE STAKES 2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALOWx THE LINE OF STAKES. 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. EtiD-3Oti WIRE MESH REINFORCING VD.O.T. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. INSTALL/-, l ,, `4 (PERSPECTIVE VIEW) POINT A SHOULD BE NIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) ROAD AND BRIDGE STANDARDS SECTION 301.04 SI� CLASS A-3 CONCRETE 6" BASE 2' 1- A COMPACTED SUBGRADE (COMPACTED TO'35% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT VTM-1 METHOD) TRr45H D LP1f=5TE R PAD (NOT TO SCALE) Dt-dumppad (far vatm 12- and larger) mechanical Joint swivel tee with 6' brooch FIRE HYDRANT ASSEMBLY GATE VALVE Figure 9 Figure 8 RUNOFF WATT WITH SEDIME GRAVEL AND WIRE ME5N DROF INLET 5ED iMENT FILTER SFD IMENT GRAVEL (12"MIN. DEPTH) 1 :;I WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE CULVERT INLET 5E1D i1-TENT TRAP MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE —CLASS3 RIPRAP TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. VDO'i •3, •95T, OR 5 COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT PONT) AT IQ VOLUME OF IIIET STORAGE AREA GRAVEL SN • ' BE VDOT "3 4'351 OR *5 COARSE ��—��—��—��—��—��—�� T� �;�=:f,�'�; •:��'1 •:e!r1 •:f,�'1 •:N'1 •:f,�'� •:f,•'1�•:b,�'1. 111111�I11�I11�I11�I11�I11-i. ��I. ��.i�A►I..1�I.z��I.z��.,��I._��I.•► ill_ill�ill_il_illii l�i'��'�e��;�r'•e�,�'ee�:� l AWL I = I4WLT I II i�.�„� i�i �V �iW.- 1 .• 1 1; .�, 1; .� �� e� �� 11=11=11=11=II=11=► � I • I. � I. • 1�I11�I11 �11�I11�I111111�;� �;��.•�;��.•��.e�.�� •E _ • • 1 • • I �I ll �l ll ll ll ll ll 1�l ll ll ll,� ,! � ,�i �,i� ,i I=11=II-11=1=II-II�1••es esl�Ir•ee/'1••40��1••4s�•Ir•el ,! NLIt1'C L.LVIPr- �L �- REINFORCED AGGREGATE. E L E Yr4T I ON EW-9102 SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 SOURCEE: VA. DSWC PLATE. 3.01-2 " Street a roach some A 7. • •.A q' A d. 5311 . A.. .A a • .. v. . C � , . d 'v A. .v, .i 'A v 4 II1 • v ..4 .. Ili , • 4' . d. :. a ll0 _ A r.. .v 1'-/_oII (Tll SLOTS FOR DRAINAGE gll /� 9N f--c 14 G • 5311 1'-011 . . 2-24" 06 REBARS 911 FOR WHEEL STOP II SECTION A -A WU 4E E L STOP Dt-whlet6lot NOT TO SCALE METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 In. Dia. Non -Traffic M32C-PW Traffic A321111 - T 24 in. Oia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Ud) R Note: 1/2' thick polyethelene plastic 30' deep (vertical crush strength shall exceed 3000 pounds) finished de heated 2'z 4' with to p pan blue meter cover set 2' above 7 varies as required to sodding Prior 18 corporation meter b F.C.S °tOP 3' stone beddin y meter box surrounding box argil;Check valve cloonoull pipe 38-min. with drain valve ccooppppeerr 8-min. ra ale tubkiq, Xcontinuous bdA LJ emit) never mal� w"I, bi"to from - water moin to meter wys main G' stone bedding METERuunngqSETTING PARTS e� nieteetas r yOk• boll•vohro orgb Meaheck exWarlsion 3/4 5/e"x3/4 Y502 a#04-223W HHCMK-323TD-C W-23 1' 3/4- Y504 W4-344W H41/44114-MM-12I Ex-23 1" 1- Y504 BA94-444W HHCAW-44t1D-G cast Iron dean°ut cap with brr•s plug havinyy a countersunk square hued Pmela Mode] PA4SV-CSK (4`) Ponello Model PABSV-CSK (8' square concrete aWd pad I 20'z 20% 12' deep aggregate base (depth 3') SDR 45' ba transition to meter s setting as required curb & gutter ....-+`,s;;ti':,°'"^rz�.sti;.+:'1'.o-t::.:ar'Y.,.,..;w�'•.`.,=:, r., Street V — 8' elms bedding lid %�%%^.'.�?.. NOTE : Were length of service lateral to exceeds 75' 111 l / INSTALLATION NOTES;........ - . ;; - • 1. Exact location of meter box assembly .. •...••.r i�i��i�...�K Wig' to be approved prior to installation. _ ••.•.•.• 2. Water service crossing street shall be Y_ .� '.iiii•:-:::::::::;:: encased in 2" dla. SCH40 PVC or M i ......::`' ziiicopper: SDR21 piping. The piping shall rem from • 3/4" type K ' one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single met/ Ins g Ilation 1'x3/4' wye DUAL METER INSTALLATION 5/8", 3/4" & 1'" METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 a demau assembly shall be furnished at the property line. SEWER CLEANOUT Figure 17 surfacing as mainline A roadway. 1 4„ (Radius to be as r 2" R shown on plans) �(L Radial d gut atlo \ curb and gutter —III-i (Is� St'd CG-12 ,p I I —I I —I l I Cp 1 n: 1, v SidewalkCL of • P7 1 1 8" side street Optional Flow Lin c a a � Expansion .9 °. 4 ° Joint a a A 12' MIN. At @Pv Rawl � � 1 (Radius to be as shown on plane) 6" 2'-O" Mainline roadway Note: Width "B' 2'0' or as shown on typical secticn. PLAN VIEW THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" DESIGN SPEED IS 40 MPH OR LESS 6' W N v) N U UJ Z .d U W QI' (L U I-- u () I} Ou LU W q Q tr to v. 2• F- 2' Q 4' Al Class A3 (H.E.S.) Q �i Concrete � p,L TH 0�, SECTION C-C When St'd CG-11 is used for entrances built In con,uctlon with VDOT projects, please note the following: �.% MI L IS MAINTAINED. M Co,ostruct grade changes with a parabolic curve. (?Z*0--Mainline pavement shall be constructed 01 ,y ON RURAL HIGHWAYS AND 45 MPH ,o' Parabolic Curve to the R/W line (except any subgrade LIC NSE No. OR LESS IN DEVELOPED URBAN & stabilization required for mainline SUBURBAN AREAS. g slope Change Pavement ce.) can be omitted in 0 031162 Edge of shoulder ® —�—D the entrona. or Optional Flow Lire D A Radial curb or combination curb NOTE: Mainline Roadway 87G Max - beyond the R/W line exceptsfor SIO sNAL COMB. CURB & GUTTER HAVING A RADIUS Slope Change ® ---- D replacement purposes. When used In con)uction with Standard OF 300' OR LESS (ALONG FACE OF CURB) 40' Mk, for Street Connection CG-3 or CG-7, the curb face on this SHALL BE PAID FOR AS A RADIAL COMBIN— 5' l,'ln. 20' Desirable for Standard Is to be adjusted to match the Commerical Entrance mountable curb configuration. ATION CURB & GUTTER. See Standard CG-12 for Curb Romp design to be used with this Standard SECTION A - A When the entrance radil cannot occomodate THIS ITEM MAY BE PRECAST OR CAST IN PLACE. the turning requirements of anticipated heavy truck traffic, consideration should be given to Guidelines for Grade Change D Increasing the depth of adjacent proposed CONCRETE TO BE CLASS A3 IF CAST IN PLACE, Entrance Colume Desirable Maximum sidewalk to 7 inches • Optional flowline may be used for entrances 4000 PSI IF PRECAST. High (more than 1500 VPD) 0 x 3 x < to sac sections. Medium 1500-1500 VPD) 3 x 6 x SPECIFICATION Low (lee) than 500 VPD) �6 x 8 x Optional flo tne may require warping of a " COMBINATION 6 CURB AND GUTTER portion of gutter to preclude paroling of water. REFERENCE 105 (NOT TO SCALE) REE�ta� CONNECTION FOR OR STREET OD OF TREATMENT SECTIONS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 AND COMMERCIAL ENTRANCES 203 04 4" DIA STEEL PIPE FILLED W/CONCRETE 36" ABOVE GRADE AND IMBEDDED IN CONCRETE FOOTING GRADE: M.I- -I 11=1 I I ;: I=1 I I- III— _III= 1.5' 2' CONCRETE FOOTING TYPICAL BOLLARD DETAIL BOLLARD (NOT TO SCALE) AROMA PA NT F AN PORTAT1ON cG-12 PERMISSIBLE 3 CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN a _ - _ MIN. _ _ _ TO O AT THIS POINT OR w PAY ZN LINE CG-12 PAY LINE CG-12 CONTINUE AT FULL HEIGHT VARIABLE WHERE APPLICABLE SIDEWALK WIDTH 0000' 4' MIN' o000000 5"x8' BARS O 12" OC 000<° z, 0000°o° 0 0000° o :0000000 SIDEWALK OR sue ` ®VAR. MINIMUM CONCRETE 00000<a o0000 VAR. WIDTH SIDEWALK 0000 > _ 00000 O Q Oe OR SIDEWALK SPACE COVER 1 1/2" 0000 o° o00 �h� 1'-- 6 - -I 6'--I PERMISSIBLE `f F-- CONSTRUCTION JOINT RADIAL PLAN No. 5x8" BARS O 12" OC Q MINIMUM CONCRETE 6 COVER 1 1/2" TYPICAL ALTERNATE RADIAL PLAN FOR COMMERCIAL ENTRANCE FOR USE AT APPLICABLE STREET 'k I--1 A CONNECTIONS AND COMMERCIAL (HEAVY TRUCK TRAFFIC ANTICIPATED) SEE STANDARD CG-13 SHEET 203.10 - 6' 3' 6' PERMISSIBLE ENTRANCES E-I O MIN. CONSTRUCTION JOINT W Q B VAR. WIDTH a z B SIDEWALK OR I uoo > > SIDEWALK SPACE A 7 000000 RAMP FLOOR 00000000 oo°0000° 6" oo°Oo°0a° oo°o°oo°poe0000°ka o9' oee000 °0000 1A A o uoo °p 0000 o0o p' O 000000000 0 OOOOOOOOOeo° TANGENT PLAN Oep° ° SLOPE 12:1 MAX. s• ISOMETRIC ® 7" WHERE ST'D. CG-3, CG-7 IS USED NOTES: MEW 7'-4" IS THE MINIMUM CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP - SIDEWALK AREA RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE REQUIREMENT TO RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12":1 SLOPE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT STD. CG-2 ®g" 7'_4" EXCEED A MAXIMUM SLOPE OF 12:1. OR CG-6 8•33% MAX. _ FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR 4• BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 7" DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT SECTION A -A RADII CANNOT ACCOMMODATE THE TURNING ADJOINI PRECAST FLAREDSIDES CAN SHE CA TCLASSAACE4AFTER PLACEMENT OF PRECAST RAMP REQUIREMENTS OF ANTICIPATED HEAVY IN TRUCK TRAFFIC REQUIRED BARS ARE TO BE No. 5 x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 00 0 00000o THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE- IN- PLACE. 5"x8" BARS O 12" OC SECTION B-B PERMISSIBLE CURB/CURB & GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN DATE: MARCH 2O00 CONSTRUCTION JOINT PAYMENT FOR CURB/CURB &GUTTER. 00000° LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS 00o STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. SCALE: AS SHOWN ® TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4" CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE 17 WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD - SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE DESIGNED BY: MSS BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EX. LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. JOB N0. 2599 SPECIFICATION CURB RAMP REFERENCE (PERSONS WITH MOBILITY IMPAIRMENTS) 502 SHEET 5 OF 5 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 Q Q H 0 0 0 CD CD CV co 0 Q CU c 0 3 a cn U L0 C\J CD C o, C LiJ L �D O Q Ln J= c CJ Cn rn rn Ln o 0 D x a GENERAL NOTES VD0T CENERAL NOTES LECEND VICINITY MAP e Z e EXISTING INTERMEDIATE CONTOUR -- - -- _ SCALE 1 "= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current Vl. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 - `� - UJ County construction standards and speciifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 W and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT .__.___ ._....___ _._____ EX �� ____.__ __.f_..___._ .._-.__.__ ....._.._... Z must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P relieves the developer or his agent of tlhe responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER EX CMG 3. A permit must be obtained from the Offiece of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP CEG WINCHE5TER (VDOT) prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER �� ,L � �o W 0 o � 4. Approval of this plan does not guarantee' issuance of an entrance permit by VDOT when such permit is shall be in accordance with the current edition of VDOT s work area protection manual. CG-6 TRANSITION FROM CG-6 TO CG-6R TRANS. CG-6R Pl 4' x. os required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's o 00 q 5.5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held y 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. January, EXISTING TELEPHONE LINE _____.__________._______ ______________ ___.______..______ t� COST GO /e i co W with the Developer, County Re resentatiwes, and Representatives of the Vir inia Department nt of Transportation P Y Pg P P V4. Design features relating to construction or to regulation, control safety of traffic may PROPOSED TELEPHONE LINE T T �"�� 3 � .� ..� y I rn o f (VDOT) to determine if and where guards. rail and/of paved ditches will be needed. The developer will be and EXISTING STORM SEWER EX 15" RCP Costello Drive Z x N responsible for providing guardrail and ]caved ditches as determined by this joint inspection."Refer to be subject to change as deemed necessary by VDOT. 15 / % c: W Virginia Department of Transportation (V7DOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation Contractor be for VDOT PROPOSED STORM SEWER RCP --SITE o P 0 f W a M o of work, shall responsible acquiring all necessary 4 It 6. An approved set of plans and all applicaible permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER---�-�'�- 4 p.`n representative of the developer must be: available at all times. 0 Q 7. Warning signs, markers, barricades or flatgmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER 11- • 1 �v Fy w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE - O contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE Aj ►Y r� N o embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for (Y15 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 secction by Greenway Engineering and approved by the owner. any undetermined length of time. VDOT will also require 48 hours notice for any inspection. EXISTING GAS LINE � �� a� ,� 0 will require revised pavement prepared PROPOSED GAS LINE 0 O O W 10. All roadside ditches at grades of more thhan 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE ®- --® 11 �I�If'1portt ,,, 4 i r�ort o � Airport � on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance Ora . 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other affected by this shall be maintained FLOW LINE •.> •• ••• •••• ~ • "Qjr, 1"s �6 properties project # _ be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE r � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. EXISTING TELEPHONE POLE 13. The contractor shall provide adequate mceans of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE N whatever measures are necessary to insiure that the streets are maintained in a clean, mud and dust free condition at all times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE z > W Q 14. •Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be immediate) brought to the attention of the engineer and VDOT. Work shall cease in that EXISTING FIRE HYDRANT o � Z O w N f- Z w z ul .4 sewer lines. Information should also be! obtained from the appropriate authority concerning permits, cut Y g g vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE 's` ° ' -" " '� -� PROJECT INFORMATION W - U w Q sheets, and connections to existing line. N O (3 O w PARCEL IDENTIFICATI❑N NO, TAX MAP 64 ((8)) 5A F.A.R. CALCULATI❑NSi 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER ® O U V v z standards and specifications of Fredericlk Count and/or the Frederick Count Sanitation Authority. P Y / Y Y• prior to placement of fill. __ �.• EXISTING REDUCER - - ~~ - �""- """`~` STREET ADDRESS: PERMITTED: 1.0 TOTAL S �oo p cc) 16. The location im these taken from It be the - ' qO Q of existing utilities shown plans are existing records. shall V13. All roadwayfill base subsurface material and backfill w fill of utility/storm sewer trenches shall PROPOSED REDUCER TOTAL AREA 1.4348 ACRES OVI PROVIDED- w } U N contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed .> be compacted in 6 lifts to 95� of theoretical maximum density as determined by STOP SIGN PROJECT AREA] 1.4348 ACRES AC. AC. 021 L V O prior to construction. The contractor shhall inform the engineer of any conflicts arising from his existing DISTURBED AREA 1.60 ACRES 030 BLDG./1.4348 = 1 N n - 0 utility verification and the proposed construction. Y P P AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width dedicated HANDICAP RAMP (CG-12) - --. __ �_r -: - .-..._..___ - CURRENT ZONING] B2 > i of any street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT CURRENT USE VACANT GROSS FLOOR AREA p Q p p p 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROPOSED Z❑NING: N/A RETAIL = 13,285.5 SFPR❑P❑SED w � 0 result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to VDOT PARKING INDICATOR USES RETAIL 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final approval. INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 ap t Q must be provided to Frederick County pirior to issuance of grading and/or site development permits. V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS REQUIRED PROVIDED SIGNS: PLACED ON BUILDING Q 0 � 0 ��q e Q 0 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 35, 12-13' OUTDOOR LIGHTNING: PLACED ON BUILDING project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING � SIDE] N/A 23.5' REAF'.� N/A 3410' OUTDOOR STORAGES NO OUTDOOR STORAGE shall meet VDOT minimum design standards and is the developer's responsibility. 20. These plans identify the location of all lanown gravesites. Gravesites shown on this plan will be protected PROPOSED in accordance with state law. In the event gravesites are discovered during construction, the owner'and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 106 � PARKING SETBACKS FRONT ! 5' 5.5' engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE -_ SIDE 5' 29' BUILDING HEIGHT 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. Unit and total prices may be obscured. ., REAR: 5' N/A MAXIMUM = 35' at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of anystreets, an required uired street si na a and/or pavement PROP. HEIGHT = 25' EXISTING STREET LIGHT ? 22. �>A " per standard Controlled fills shall be compacted to 95% of maximum density as determined by method markings must be installed by the developer or, atVDOT's discretion, by VDOT on an proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified b a registered P PP � Y Y g account receivable basis. PROPOSED STREET NAME SIGN 1 T professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. V18. Final location of CG-12 Curb Rams shall be determined b VDOT Ins ector. P Y P PROPOSED SANITARY LATERAL CLEANDUT i LANDSCAPE CALCULATI❑NS PARKING CALCULATIONS 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER O LANDSCAPED AREA: REQUIRED: REQUIRED: 15% OF LOT AREA = %315 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement RETAIL: I SPACE/200 5F of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County below. Theste numbers shall also be used to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER 12 PROVIDED: 1590 13,285.5*/200 SF=66.4 SPACES, USE 61 appear PRO PROVIDED- INTERIOR INTERIOR REQUIRED: INTERIOR PROVIDED: 68 SPACES E-+ UTILITY CONTACTS FIRE MARSHALL S NOTE EASEMENT LINE - - - - - - - - 1 SHADE TREE PER 10 SPACES 1 SHADE TREES 12 SPACE5/10 SPACES = 12 TREES GREEN AREA = 2,237* a (� CENTERLINE _ Z 12.0 USE 1 TREES OR 1.4% HANDICAP SPACES REQUIRED: PER ADA 3 SPACES N Water/Sewer: Frederick County Saniitation Authority Power: Allegheny Power Fire lane markings and signage: EXISTING SPOT ELEVATION s = GREEN AREA = 5�o OF PARKING LOT HANDICAP SPACES PROVIDED: Q P.O. Box 1877 P.O. Box 1458 Winchester, VA. 22604 Hagerstown, MD 21741 Any �. �, No Parking signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 12 5qo OF PARKING LOT = 1,516 3 SPACES � v/ JA � (540) 868-1061 1-800-654-3317 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE ^- _.,Y _... ^•.-�--..=,-^ -^- = ^-__�- ^ (I VAN ACCE5515LE SPACE) �7 W ^ x Phone: Bell -Atlantic Gas: Shenandoah Gas Co. P.O. Box 17398 f EXISTING TREE ;t.` „ ,,.- ., 15 OAK., -` 15 PINE PERIMETER REQUIRED: PERIMETER PROVIDED: LOADING SPACES REQUIRED: W � E- P.O. Box 2400 Baltimore, MD 21297 •-a Winchester, A- 22604 APPROVAL BLOCK �S' 1 5HADE TREE PER 40 OF PARKING LOT 12 5HADE TREES 1 5P./10,000 SF PLUS PERIMETER = 458 /40 = 12.45 TREES, 3 EVERGREEN HEDGE O U2 O (301) 954-6282 (540) 869-1111 OAK PINE PROPOSED TREE ISP./EACH 30,000 5F ADDITIONAL USE 12 TREES � � U MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A !�V- 13�85.5�/10,000�=13 SPACES, USE I SP. O � x PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. 15 cc) ` LOADING SPACES PROVIDED: INSPECTIONS DEPARTMENT NOTES: 1 SPACE � w W TION NOT FCSA CONSTR UC ES 1. BUILDING SHALL COMPLY WITH THE VIRGINI.A UNIFORM STATEWIDE BUILDING CODE AND SECTION 30-B z Q USE GROUP M (MERCANTILE) OF THE BOLA NATIONAL BUILDING CODE 1556. OTHER CODES THAT APPLY ARE CABO A111.1-52 ACCE5515LE AND USABLE BUILDING5 AND FACILITIES. 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all of the Frederick County Sanitation Authority. hrequirements E) 0� 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A. L SIGNATURE DATE 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. SINCE BUILDING EXCEEDS 12,000 S.F., SECTION 101 "FIREWALLS" AND 504 "FIRE SUPRESSING SYSTEM" OF BOCA SHALL BE ENFORCED AND PROVIDED WITH THE BUILDING PLANS. i/) 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. TRIP GENERATION DATA FREDERICIVI COUNTY COVER SHEET 4. The Sanitation Authority's maintenance dep>artment is responsible for the installation of water meters through 2" in TH f,P'I 0� size. Before a permanent meter is set, thiey require; 1) the frame and cover to be roperly aligned with its meter box bar; 2) the frame to be to the final the lot; 3� the ditance between the top b and yoke and cover- set grade of of CLASS USE GROSS SF NO. OF EMPLOYEES TRIP RATE VPD the cover and yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. IT IS THE DEVELOPER`;'S/CONTRACTOR'S RESPONSIBIL RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY "' I VELJ ' MICHA S. STICKL v Y Project Name: Project Number ProJ INSTALLED CORRECTLY. 814 SPECIALTY RETAIL CENTER 13,289.5 40.67/1000 SF 540 b-t 'b® � �t "d � � � � � � �� L 2599 S 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application �Ao LI ENSE No. 031162 �- � P 1 2000 Magisterial District Date of Plan: (Month, Day, Y 0,OFPLANNIN for service must be made and fees paid before work will begin. SSIO � NAL DEVELOPMENT; b. The Autority shall furnish and install all 5/8 , 3/4 , and 1 water services. C. For 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. 5�4 4LLNEE DISTRICT r'IA �G�4 21, 2000 The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. TOTAL 540 6. When an existing water main is tapped for the installation of a new line: Owner: Address, Including Zip Code & Telephone No. a. The Autority shall furnish all labor and materials to make the tap. PROFESSIONAL SEAL & SIGNATURE e/o CHILDREN'5 SERVICES OF VA, P.O. BOX 2861 b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location the tap; (4) final the is y� SHEET INDEX f5A55AM 5ABBAG�.,.� WINCHESTER, VA 22604 of make payment when work completed. THESE PLANS ARE IN CONFORMANCE WITH (540) 661-0116 DATE: MARCH 2000 7. The contractor shall tie-in a new line to an existingmanhole b core drilling the manhole. Y g FREDERICK COUNTY STANDARDS AND Developer Address, Including Zip Code &Telephone No, 1 COVER SHEET ORDINANCES. ANY DEVIATION OR CHANGE c/o CHILDREN S SERVICES OF YA, P.O. BOX 2861 DESIGNED BY: M55 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. 2 51TE PLAN IN THESE PLANS SHALL BE APPROVED BY B,4Ce. eJ. ,41'1 5,455A � 4 WINCHESTER, VA 22604 CHECKED BY: MSS The assembly shall meet ASSE standard NO.. 1015 or 1013. A remote readout is required. 3 GRADING PLAN THE ZONING ADMINISTRATOR PRIOR TO (540) 661-0116 CONSTRUCTION. Engineer Certifying Plan, Address, Including Zip Code & Telephone No. 9. All fire lines shall have a detector double (check valve backflow prevention assembly or a RPZ backflow prevention 4 EROSION � SEDIMENT CONTROL assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. AND LANDSCAPE PLAN 151 WINDY HILL LANE JOB NO. 2555 5 DETAILS GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 r U) cn ' o 0 O N v 0i CD Ia Iv Ln LL- a cn rn N C L Iv N IT c w ro Q U7 L f0 O C C rn m Ln Cu 0 FOR 51 TE PLAN NOTES: ' NOTE: THERE ARE NO STEEP 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT Z — e 0 ' 5LOPE5, WOODLAND5, PLAT LOTS 4, 5 t 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. .- FLOODPLAIN5, WETLAND5, AND DATED MARCH 15, 2000. W N/F WINCNE5TER MEDICAL 51N<HOLES, STREAt IS, 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. W CENTER, INC. DRAINAGE W,41'5 OR OTHER Z - SIGNIFICANT ENVIRON" IENTAL 3. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-31X CD TM 64 ((A)) LOT 4J FEATURES ON THIS SITE, SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT _.. _ D.B. 801, PG. 231 r'_ GLARE ON ADJOINING PROPERTIES AND RIGHT -OF-WAYS. Z . _ - ZONE: 52ui c\2 _� USE: VACANT '• r 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN. 0 Ln- ,, , f .._;.. 4, ., ..._ __,°,> _� �.__- .v.w._. �r .._ yr v, �� Y V ? v' v v v v 4 f 'L 1 ti r v \; o '? ,..:d:; I 5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10 BEHIND THE 2''GU'P=R 2' SCUPPER (SEE DETAIL DI* (2l Wi�"1E ,a ' RICH -OF -WAY LINE AND SHALL MEASURE 8 BY 4 (32 SQ. FT.). ALL OTHER SIGNS FOR o ca ,..1CD CO cv (SEE DETAIL TH15 SHEET) r -{�} ` `' ' 1 INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING w CO LO o THIS SHEET) Y; N 52' 33' S8" W 25000' __.4 ;, ORDINANCE REQUIREMENTS. ,. �- W � � Lo o 0 12'x2O' GONG. DUl"1P. PAD W/ e 4. W � U � cu ENCL05URE (SEE DETAILS ^< ' CG-6 5' PARKING LOT SHT. 5). COUNTY I!S NOT GATE SETBACK OA ING SPA 12 T SCUPPER D 25'R I H RESPONSIBLE FOR MAINTENANCE OF? REPAIRS. d° v► ,n BOLLARDS (SEE �' L�'. 30' �°RN6 SMT...._., _ „; (SEE DETAIL �� THIS SHEET) DETAIL SHT. 51 m I � P �_ nn" _�-w�F_. _1 WATER LINE PROFILE 5TORM 5EWER PROFILE PROP. F.H. t GATE VALVE WALLPACK LIGHTING, TYP. 150 08 10'R 53.0' # a� o >, � Q) (SEE NOTE 3) • • r ' '--v 1 5R w 0 o w w U) d MOUNT HANDICAP i `p ,- Q o PARKING SIGN TO CG-12 23,42' PROf R BLDG. BLDG. ►n w T o O 23.5' GFA = 13,2895 SQ. FT. " 3 p z O 0- p 0 z W p m NOTE: ALL ROOF DRAINS SHALL BE - IS' HEIGHT = 25 NOTE: ALL EXTERIOR 9 18 DIRECTED TOWARDS THE FRONT OF THE Q - - I-F 24' EX. GRADE C/L OF PIPE 0 p 0- +- � � v O� �' - C-i� PROPERTY AND DRAIN INTO THE STORM LIGHTING SHALL BE r u I 4 p � 0 z z 0 z z w � z w 0 SEWER SYSTEM IN COSTELLO DRIVE. HUBBELL SERIES ,n m 0 w O w H p z w N - NRG-31X OR 0 N w 12 0 PROP. GRA E s 12 O -q E H 4) v w APPROVED EQUAL. ` I C/L OF PIPE _ - > a w PROP. GRADE a` S - WATER LINE NOTE: IF 51AMESE �,, 51AME5E CONNECTIONNt u1 (IF REQUIRED, SEE MOUNT HANDICAP •. TO N 0 3.0 MN. COVER C/L OF PIPE z EX. GRADE ® C/L O p U p p z O w CONNECTION 15 NOT REQUIRED, THE e (L PARKING SIGN = �/ ARCH. PLANS) MOUNT HANDICAP -� 1�J -� 1�J iL 0 _ - ��OF PIPE a I „ w z > U g FIRE HYDRANT ON THE NORTH :SIDE OF `v BLDG. D- Ou j PARKING SIGN TO 0 �z - i � Ln _ 4 N � w THE BUILDING DOES NOT NEED TO BE CONSTRUCTED. BLDG. INv.j14 _ `� `n z PROP. SIGN: SMALL 6" PVC 6DR-21 05 o 0 Q 0 o w z OVERHANG 6' CONC. S/UJ •, DELIVERY TRUCK � WATER MAIN PROVIDE CLEARANCE ppp.a 15150' 5'R ACCE55 ONLYe pW0 CONSTRUCT S/W T -e- : Ai µ ° d.' . ;,• .: :' •.: °':: INV.=1135 'i 11a 10 610 30' 14"x23" HERGPm p 0 0 0 0 vP/L 1FOR FUTURE GONMIECTION d' . e . •. • . e -6 _ I ORMIN.ME III 0 0.4% 0 0 0 0 T R N/F TRU5TEE5 OF THE NORA N/F TRU5TEE5 OF THE MORA I ER -12 A ' • CG- � BRICK PAVERS GABBER TRUST GARBER TRUST DO NOT 4 5 R (,R TM 64 ((8)) LOT 4A 0 TM 64 ((8)) LOT 1A ENTER SIGN 536'R 8 8' S R 8' 10'R ZONE: B w ZONE: B2 USE: VACANT �; AN ACCESSIBLE PROP. F.H. t Si='.ACE USE: VACANT APPROX. LOCATION OF FACE OF N } m �n w~ +J MICHAEL S. KL PROP. 20' WATER LINE ESMT. 0_ - 40M HIGH PRESSURE - GATE VALVE. CLEAN -OUT (TYP.) [� SODIUM "SHOEBOX" "' INv.=108.94, I CURB FROM LOT 4A (INFOMATIONI k TAKEN FROM G W. GL IFFORD t �. -1 p u m u.l - X w w d) N w 4 in 4 � �► N ,� LI NSE No. , CCi 525'R F.H. DESIGNATED FOR51A ESE LIGHTING, TYP. (SEE NOTE 3) PROVIDE 35' RISER C N. 525'R ASSOC. 517E PLAN) ?C p UUu w 4 w w w PROP. FIRE HYDRANT } `� 0 Q � x O �, 031162 SIONAL FROM GI�IIFFORD O O Q X Q> 0 w u 0_ ?C Q 0 CL 0 - GG-6R PROP. TEMP. TO ASSOC. E PLANiY ca X ,� z l z USED FOR ,. Q 0 � PROP. TEMP. GRADING ESMT. BE p p } 0 4 z ,� _ ,= 0 5 GONG. 5/W U �- U N 0 O GRADING ESMT. Al �_ COVERAGE TO w'- -q R z w p `V w w X - END WESTERN 51DE OF _ �X 6l'- 04 '- X } p I TEMP. WHEEL5TOPS TO BE CtG CONSTRUCT 5/W TO _ q_.-� Q p �� Q BLDG. �; w z X z REMOVED AT TIME OF LOT 1A IS !] P 9' 6" S -11 G P/L FOR FUTURE x ® z �,, - - ,n 0: _ u- N 0_ .� ,� w z 4 a DEVELOPED AND INTERPARCEL (TYP. SAN. AT. 08� CONNECTION @ , ,� CONNECTOR IS CONSTRUCTED. - 8 61 5R -- FUTURE CtG __-_- __.___. FUTURE - 10 + 11 + 12 l,a + FUTURE ..._..___ -r INTER -PARCEL _. __._ _ _..._.__ . CONNECTOR _ 5R OP. E __------ _ _ r ' S25'R___- --1 Z2' INGRESS/ CG-6R 5 R _ ». - 525 �� rR t �U r �� INv 10190 10 G ' `' S _1 INTER -PARCEL PR p�CONNECTORY"rIORIZ. SMT - w E E ,, k�/' �'�� SCALE: 1"=50' VERT. SCALE: I -5 EC-1 EGRESS ESTMT. �M - t FCS C 35' .- � �"�..-� 'r'"; �' a��8 � �ai�"' ��., AP BY A PR OP EP c,, J ___ _ __..__ - _. V _'y __ ..__. _ .___ .... _ P -D CO e ,. E� " s3f - CH _.w_ -- END W '��• I IVI ��_ CG 6 ss GUTTER -.-._,_. _..,, ..._.._. _......-._. _.__.. - ..2 :: __ .-.. -... W:a....wrs.r+.nw:..,•+e:nnrm'++spt :. 112, ,2 EX 5" I ONDUIT _ 5'R 5'R OP DI -I FUTURE CtG.% FUTURE 5'R ,; 10'R , PRO SIGN 9' (T _1 DI-3C SET ON EX. 5TM. SEW. 5. e -F INv.=10926- T BY .� �_,...�1�t , .... . ,. �0�,. , . I ;' A 8 30 S, T. Y r it, : Ea' ::._ 9 µr x 1 ,'' 831 ; rTOP013.16, 30mm1 FORCE D CONCRETE sT12IPED ARE Q IZ' 412� R _. .- -x.+nw a. o., tu. i 4 auY�x�n:.au. - SUBBA`3E (21 A STONE) ER � �` �� - „ -PROP. 20' 6'TM I j DRN. ESMT. ! � — — — 5' PARKING LOT SETBACK CG-12 CG-12 `b�' - 1 2 I_, 30 1 x :�" HERCP CL III - 4 f I ',,..'s WIDTH VARIES SEE SITE PLAN E �; E-'' _ a s v l a 5 52t 33 58 , E 250.00 d • ti , •T S F va I a ------------- _ r a O lJ .,% a. ° w u t' — ._......_ ..---_-.._ .-.__ .__--- S:_ �J. i STD. CG - I I - - - P G E�+ __. __.. _ _... ; rr `` E X. CCr� NC. Sig;; 4 - — PANDICA f , --� .' MATCH EX. C4G ENTRANCE MATCH EX. CtG TEST PIT REQUIRED TO DETERMINE EXACT HORIZONTAL t VERTICAL ; 1 —_ —I —III—III—I I _I _ -III—I I 1=1 I I I III III III —I I SYMBOLS 8 mm % 1 TPA 5. ('L.LEOHIEN PORTION of EX. CtG AND POWER NO. 1935420 �0 5/W TO BE REMOVED LOCATION OF EX. 12" W/M COMPACTED SUMGRADE (sm DENSITY) y W `� > k� 8' VAN ACCESSIBLE SPACE y w Q 550' SIGHT 550' SIGHTS DISTANCE DISTANCE 51 FOR REGULAR SPACE O IM CONCRETE 51DEWAL< DETAIL HANDIGAPPED PARKING DETAIL (� ._ - _-.._.._._ (NOT TO SCALE) COSTELLO DRIVE X, (PRIVATE ROAD) +dl 6' 80' RIGHT-OF-WAY A NO POSTED SPEED LIMIT a.. .e • a '. e • :d � • _ s ._ a �e 4p a d. d e e a l a G e • • 'e a e •. a d 5311 II - - ..__-------- .,- .___._........ . _._...._. - - - - .-..._,. _ .._.... # b .. - e e. v a .. 11_61I .d e d e e e d u e - - - - - - - - - - - - - - - - - -- - - - - — - 2 �uQg r_uT SLOTS FOR DRAINAGE (Typ.) N/F THE PRICE C;C IPAN�' ' , e - .R_2e a �2' 911 A r. G d • 911 ed II .. d " 5311 DATE: MARCH 2O00 7M 64 ((8)) LOT 1 II ll•.• DB. 829, PG. 481 ZONE: 52 `t 0 vDOT SPEC. l7yp.) - 2-24" "6 REPARS FOR WHEEL STOP 911 SCALE: 1" = 20' 2+a 10 0 20 40 USE: RETAIL SALES 5'; '; 414Z3,YPE � � I .� Amommomd II DESIGNED BY: MSS SCALE: 1" = 20' SECTION A -A FILE N0. 2599 TYPE I SCUFPER DETAIL WHEEL STOP Dt-s I NOT TO SCALE Dt-whlstslot NOT TO SCALE SHEET 2 OF 5 1Ln 0 0 CV m Lri m m co CU Q C O E 3 a Q, m R, 0) L N C Qt C uj QJ L (D 7 Q u') t ro 0 a ro C Q) m rn Ln CV U) f 1� !f y ,�' Ky,, _ _ ✓i 'Vr .'tif Tim �/ ' V— J Nr V' ✓ V V -V 77 V Y ---V - .i o �---V--N7- V—, V` , _ „ _ _ N 52 33 5511W 2 - :',. 'i.. ,',._,n.— .` �—ram �+._ �_ ,r. 'i"" 1. �a"�R"-' �.. .._... _ ,'�I�., ... .. .._ '�' __, �i1�1�.._,...%�. .�� ` ■I�.-... !'�I�■ri,.. w_�■d.'C.�.°..^�:.d.__ _. ., .._. .... _..._ __ -.._ .. =�2 `Tia Al l ' � n —._. 5� . p a S ta�� --- G 30TC_-20TC _ _.__ _ _ TG____ II.,kO; ..��...s---20 ., �,�-",dv-� - 2� 20 120 . C05TELLO DRIVE (PRIVATE ROAD) 80' RICsNT-OF-WAY NO POSTED SPEED LIMIT 1 "120X2 > y GRADING FLAN NOTE5: "PROPERTY Z 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED LINE ADJUSTMENT PLAT LOTS 4,5 4 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, ING. AND DATED MARCH 15, 2000. uc uj 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, ui 2000. 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL CONSTRUCT THE HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE BOTH IN LONGITUDINAL AND CROSS SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR RIGHT-OF-WAY SHALL Z NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 W cl, HANDICAPPED RAMPS). 0 4. STORMWATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION �^ °°- t. • °• OF THE STORMWATER POND ASSOCIATED WITH THE "SUBDIVISION DESIGN PLAN FOR COSTELLO DRIVE" Q '��'! CD � 1 PREPARED BY GILBERT W. CLIFFORD 4 ASSOCIATES, INC. NO IMPROVEMENTS TO THE POND ARE •N •` CDT ,: REQUIRED AS A RESULT OF THIS DEVELOPMENT. l -t cat � LLI m o 0 Lo� Hw W w a� o w to 0 0 10 v 20 4o ii O z o > — oc 0o'�'�Ul � U O � U T W Q 61 e 0 0 WiNA021AW—R-76 MICHAEL ICKLEY OS NS � b�No. ,A LI 031162 IONAL mi H Q4 a E-�D 0inO U y ww O V Vt DATE: MARCH 2O00 SCALE: I" = 20' DESIGNED BY: MSS FILE NO. 2599 SHEET 3 OF 5 0 CD OD M CV O Q 0 m cr a CD 3 01 3 o, M cu cil CD QJ C L,L1 L �o Q cn ro 0 C ro C L (17 Ln cu ul CD Uy _, . \ ,. .; v `- r [w '•�,� ,w `, �- .r .O _^cy�=_.'''< , `•✓ �`,,!'..'"'�-�'=may �,'r.-+v.."'_`"`7".._ ,w ri'"-•"v '`� ' ._.. _._ — 20 _ ,..- 20 : 1 --- -- �, F I �t� ��, �. _�,�"..,�r�`�$..,.w,....,-_.,_,_�._.----....._..*.a..-,.,_.....-,.w.._.-..._._,.._._-__.._-.,-...,w....-...-,__,�....,.,�.__,�_.,.,.,,..-.w_,_..,....-.:..,_..:-...w..._w�,,,.......,�.__...-,.�M.�.:._�,,.w,_�,__.,_..,-�...,_.,-,.w-,,.,•_....�.:,....�,....-..M_,..,:.��..,-- 3-�B i 1 OIN i , " 1 c � U : �»- , r I, `'" ° -7 -. a r i a 1� : J I ,� � : I I i i l 8 Q 14 j, t , r7 — I ly- ?- I f. �" 11 DRAINAGE AREA TO CULVERT=2.19 AG g_ -- - REQUIRED WET STORAGE = 146.7 GY REQUIRED DRY STORAGE = 146.1 CY f i i n5fF � �,� 4 t- i CULVERT INLET I r ! x --- — j `- _ r6 -- PROTECTION FOR i PHASE I OPERATI-ONS f (SEE DETAIL SHT. 4) f i7 S r V v i 2 C P 1 ! I t a M ER05ION AND 5EDTIENT CONTROL NARRATIVE_ Z e PROJECT DESCRIPTION THE PROPERTY IS LOCATED APPROXIMATELY 640 FEET EAST OF THE INTERSECTION OF ROUTE cc 522 AND COSTELLO DRIVE, THE SITE AREA IS 1.4345 ACRES OF WHICH APPROXIMATELY 1.(00 W ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE UJI CONSTRUCTION OF 16,150 SF OF RETAIL/STORAGE SPACE AND ASSOCIATED PARKING. EXISTING SITE GONDITiONS i, CD THE SITE CURRENTLY CONSISTS VACANT_ A TOPSOIL STOCKPILE FROM THE GARBER TRUST Z SUBDIVISION DESIGN CONSTRUCTION EXISTS ON THE SITE. THIS STOCKPILE WILL BE REMOVED BY OTHERS AND UNDER A SEPARATE CONTRACT AND DOES NOT INVOLVE THIS PLAN. W C\2 ADJACENT PROPERTi' p Co CQ C\l LO 00 1-4 THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE EAST, SOUTH AND WEST. C06TELLO DRIVE BOUNDS THE SITE TO THE NORTH. � .� LO e,? 1 �.,X a� cri p I r < EROSION AND SEDIMENT CONTROL MEASURES Z x _' 7 ; _ ' �� ' '—� �`— �'— UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT W y, 'b � CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING t0 THE MINIMUM v p STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH), -, Q) j�u E""'i F 4 STRUCTURAL MEASURES I A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM COSTELLO DRIVE. A ## WASH RACK IS REQUIRED WITH THIS ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE ^� � o a# CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. a) " � -__ __.. _ . __ . _ _.. _ _ _ _ i. 0o NO, KEY SYMBOL DESCRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O XX —X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3D9 �p CD ♦� TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 �Y 0 DIVERSION 3.13 moo TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 3.20 CD --' —' — CHECK DAMS 333 SO ---� - SODDING 335 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING t GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO 5E SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START ESLGNDY Y ( ry p G _ P q It...._ .._. .$.._ .._ ..... '..w... .wia-�._ ......_ ,w LC GE W/ WASH RACK G, .5,W (SEE DETAIL, . WASH RACK IS REQUIRED BY THE COUNTY) COSTELLO DRIVE (PRIVATE ROAD) 80' RIGHT-OF-WAY NO POSTED SPEED LIMIT t NOTE- A LAND D15TURBANGE PERMIT MUST BE OBTAfNED FROM THE DEPARTMENT OF PUBLIC WORG5 PRIOR TO COi"iMENCING 51TE GRADING WOR< CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 15" RCP CULVERT TO THE w to EAST OF THE LOT. THIS SHALL BE A FIRST STEP MEASURE. SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION AGRO55 THE a4 SITE. VEGETATIVE MEASURESLu z o m PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (1) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN CI) DAYS TO DENUDED uw p z w AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN C 0 w FOURTEEN (14) DAYS_ PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS 120 > O O u THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. a O TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND O ( U 9 O w PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. `Lu U- z ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE u MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY on Q o z q) AND/OR PERMANENT VEGETATIVE COVER. �Q MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIB'_E. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND TH 0 SHALL BE SEEDED ANC; MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. v MICHAEL ICK Y vS 6D AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED ��J LIC NS No. UP AND REMOVED. ��031162 � ANAL DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AN[) SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN AS NEEDED IN ORDER TO CONTROL EROSION AND SILTATION. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS IN THE VESCH. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END W OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD a STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. mi U TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50 TRAP EFFICIN Y AND DISPOSED OF BY SPREADING ON SITE. Q H Fri t �GRAVEL OUTLETS SHALL BECH CHECKED REGULARLY RLY FOR SEDIMENTNTBUI DUP. IF THE GRAVEL � 1 ' C OGGED BY SEDIMENT, IT SHALL BE REMOVED AND GLEANED OR REPLAC ED. U1 I-�- - PERMANENT STABILIZATION Z > tx� ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING Q �; IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO '� ~ E'' =,- ---- --- - -- STANDARD AND SPECIFICATION NO. 332, TABLE 332-C, OF THE VESCH. 44 N I E- s_ _-___ . A< STORMWATER MANAGEMENT � O U O 15TORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED U - m POND FOR THE SUBDIVISION. SEE PLANS ENTITLED SUBDIVISION DESIGN PLAN FO R � � COSTELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD E ASSOCIATES, INC. /w OA - SEEDING NOTES: W W W i_ TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4", Q O 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL x (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER Lamm S.F. (2 TONS PER ACRE)_ 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 4• SEED MIX SHALL CONSIST OF c3O% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL Z RYEGRASS APPL IED AT THE RATE OF 250 LBS. PER ACRE. 5, STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE O OF 200 GALLONS PER ACRE. LANDSCAPE LEGEND w KEY 5YM50L BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TR © THUJA Rsingold RHEINGOLD 3611 29 A5 ARBORVITAE SHOWN PC PYRUS Cleveland CLEVE:LAND 2-1/2" CAL 2 AS Select SELECT PEAR SHOWN CP GRATAEGUS Pha WASHINGTON HAWTHORN 2-1/2" CAL 6 AS SHOILN enopyrum CC CERCIS EASTERN 2-1/2" CAL. AS Canadensis REDBUD SHOWN PYRAMIDAL 2-1/2" CAL. 6 AS CB CARPINUS betulus E:UROPEAN SHOWN HORNBEAM DATE: MARCH 2O00 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 2599 SHEET 4 OF 5 ATONE CONSTRUCTION ENTRANCE (� SILT FENCE INSTALLATION GRAVEL AND uJIRE �E51� , 1. SET THE STAKES 2. EXCAVATE A 4 x 4 TRENCH DROi= INLET 5ED iI-IENT CULVERT INLET SED i1-IENT TRAfi= Z RUBBER HOSE UPSLOPE ALONG THE LINE OF STAKES. FILTER 10, MIN. GUY WIRE M12 GAUGE A EXISTING UJ / PAVEMENT TURNBUCKLE I i = / 3 W GLABb I RIP RAPmR OUNTABLE TREE WRAP WITH 50% OVERLAP d� _ - " HE�wPALL FILTER CLOT 6" Mix BERM (OPTIONAL) .- •�. F� Z$4 '� ` \ INVERT A FLAGGING TAPE ON EACH WIRE 18" MIN. �� PIPE SIDE ELEVATION Z GRAVEL (12"MIN. DEPTH) - 2" DOUBLE SHREDDED HARDWOOD / £XISTI p 10, MIN- W MULCH/3" SAUCER PLACE TOP 1/8 OF RUNOFF WATER/ o 3. STAPLE FILTER MATERIAL 4. EsACKFILL AND COMPACT THE WITH SEDIMENT j B WASHRACK 10, MIN- Q0 00 ROOTBALL ABOVE FINISH GRADE TO STAKES AND EXTEND IT EXCAVATED SOIL. I I 1 / (OPTIONAL) � � Mt0 THE ?BENCH. .. • . -' I I I I VDOT 03, �s�, OR 45 1 3 STAKES 1�ENr 6roRac,� COARSE AGGREGATENis t"d �'`_-ems 12' MIN' EXIST( eD � _ o - III / / PAVEMENT ' BACKFILL4. ROOTBALL-REMOVE TOP I/3 of — — ' —111M �� 'a — I POSITIVE DRAINAGE " \ 10' MIN x L0 tit - " I I I I �. p I I I I ' STORAGE REG7111REMENTB EauiVALENT VDOT s1 COURSE B TO SEDIM£N7 s~ =I — BURLAP AND CUT ROPE AND/OR - I _ El - TO THAT OF rErIPORAFz1 SEDIMEN AGGREGATE TRAPPING DEVICE T d O °) I REMOVE WIRE BASKET FROM BALL - I I I 4:. 4.. TRAP, STD. 4 SPEC 3.13 T •d o —I _ — SEDIMENT e.' WIRE MESH \ / VIEW III • MUST EXTEND FULL WIDTH OF W � O 60 C.Y/ACRE WET STORAGE f E. R51E, C T I Y E Y i E W r� �40 1 0 -___d I = I=_=_= I —_= LIGHTLY COMPACTED SETTLING MOUND WATER FILTERED I I I INGRESS AND EGRESS OPERATION Q - fDELOW BASE OF STONE) PLAN VIEW -III—III I I I I I I -I I I I I -I I I- SHEET FLOW INSTALLATION 61 STONE O T°OP " 4" VARIES 4" (PERSPECTIVE VIEW) OF STONE BERM) E� �� PIP£ MV�RT NATURAL CROWD RIPRAP HEADWALL IT MIN. I 1' 2' \ � fi�•H MIN- " i. 0 O O SPECIFIC APPLICATION (EASTO 5E PILLED FILLED, - 3" MIN. TYPICAL FLANTING DETAIL - TREES OVER 2-1/2" CALiPER I 3' ' I (NOT TO BGALE) FLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE41 _ FILTER CLOT SECTION A -A w A - e i I WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED �� BUT NOT WHERE PONDING AROUND THE STRUCTURE o II- MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE GLAS63 RIPRAP TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ;: R: ' O I I I Im lI I I I I I I I IT-1 I VDOT �. 035,, OR s COARSE ACsCsREGAT : f POINT A SHOULD BE HIGHER THAN POINT B. m ~ MAX SEDIMENT DEPTH (CLEAN OUT PONT) U W AT 1/2 VOLUME CP WET STORAGE AREA N _ } GRAVEL SHALL BE VDOT 03, 0351 OR 05 COARSE DRAINAGEWAY INSTALLATION AGGREGATE. o ` (FRONT ELEVATION) REINFORCED CONCRE SECTION B-B DRAIN SPACE Q z W Z EED-3O5 ELEVATION W CD EGD-302 O V W Z uj SOURCE: VA. DSWG PLATE. 30�-SOURCE: NORTH C AROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 'J9 X Q Street approach some W „ surfacing as mainline N U A roadway. 1 (Y O O ~ " Radius to be as W ON51 TE TYF I GAL PAVEMENT 5E GT i ON 4 CG-6 ( ♦Radio) Combiner (Radius to be as 2" R shown on plane) curb and gutter shown on plane) 0 r 0 Q ( St'd. CG- 6) / _ Q cv cr1 �' Q NOT TO SCALE - — _ st•d cc-12 I 11111 ll III 1 I I 1 +� 1 B 4• t� 4 [� z N WIRE MESH REINFORCING VD.O.T. _ 6"Sidewalk 6" -I 'ARKINC 1—oT ROAD AND BRIDGE STANDARDS SECTION 30ID I I sae street Optional Flow Lin 0 e 0 811 a Expansion ••• • u d d d Joint Joint a 4• ...... ..... a a C C 211 5M-2A SURFACE COURSE T - .�' • • A class 3 (H.E.S.) . • •." '• ...; Q 0 0 0 0 ro" 5UBBASE VDOT STD. GR-21A T �� CLASS A-3 CONCRETE 6" 2'-01 Note: Width -B- �" or as Mainline roadway ' ____ &" BASE 21-A shown ant Taal Section. -III=III—III—III—III—I I I —I I I —I I I —I I I- COMPACTED SUBGRADE PLAN ViEW SECTION C-C 1=i ((COMPACTED TO 95% DENSITY COMPACTED SUBGRADE THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY �'LTH 0�' AT OPTIMUM MOISTURE CONTENT (COMPACTED TO 95ge DENSITY I OPTIMUM AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE MOISTURE CONTENT, VDOT I/TM-1 METHOD) VDOT VTM-1 METHOD) SLOPE OF SUBSURFACE COURSES, THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" 11"''consjtution with iVDOTT projects. °Please built DESIGN SPEED IS 40 MPH OR LESS note the following: U MICHAEL TICK Y ON RURAL HIGHWAYS AND 45 MPH IS MAINTAINED. ® Construct grade changes with a parabolic carve. floo •• tolthe pavement shall a constructed 4011Z 1 " �•••� D 10' Parabolic Curve _ — to the Rion linre (except any subline de LICNSE No. PAVEMENT DESIGN BASED ON A SUBGRADE CBR DE51GN VALUE OF 6. SOIL TEST R D E R FAD OR LESS IN DEVELOPED URBAN & pavement required for mainline 0 031162 B% Max. pavement co.) can lea omitted In OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED (NOT TO SCALE) SUBURBAN AREAS. Edge of ahoulder Slope Change ® _ _ _ _ the entranp ) PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. _ _ _ _ _ _ or Optional Flow Line D _ ♦ Radial tiercurh l not atlas curt and gutter shall not be constructed ll NOTE: Mainline Roadway BX Max. beyond the R/W line except far NAL Dt-pvmt2 Dt-dumppacl COMB. CURB & GUTTER HAVING A RADIUS Slope Change ® - ---- o replacement purposes. D OF 300' OR LESS (ALONG FACE OF CURB) 40' Mn for Street Connection When used G the`tcurbwfacesan tthis SHALL BE PAID FOR AS A RADIAL COMBIN- 5' Min, 20' Desirable for Standard Is to be adjusted to match the VX4"X4'-8" SLATS, 2-FINI5H NAIL AT Commerical Entrance mountable curb configuration. TOP AND BOTTOM Yto ATION CURB & GUTTER. Sea Standard CG-12 for Curb Ramp design to be used with this Standard 2"X4"X4' BEAMS, TOE NAIL TO POST 6 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. sEcnoN A - A the eturning rn the equirements of cannot heavy truck traffic, consideration should be given to Guidelines for Grade Change D Increasing the depth of adjacent proposed CONCRETE TO BE CLASS A3 IF CAST IN PLACE, Entrance Colume Desirable Maximum sidewalk to 7 Inches • banal flowllne may be used for entrances 4. e.. ° ° d ` u 4000 PSI IF PRECAST. High (mare than 1500 VPD) 0 X 3 X in cut sections. y `q' d G ° • s .:° '.e ° C .° Low (lass than 500 VPD) S6 % 8 % Y Mu warping Medium 1500-1500 VPD) < 3 X 6 X Optional fiowline may rewire w M of a .�.. .•°�I.. °. G d° A. '°'.2 a 4 .. .. . ..d.. 53 SPECIFICATION COMBINATION 6" CURB AND GUTTER p 9 P P°ndingofwoter. \ d II REFERENCE ortlon of utter to redude 4"X�4"XV POSTS e' ° • � ' . .d ° , o. • .° •Af Sp c ° 105 (NOT TO SCALE)EEFpEFlRQtnCE� METHOD OF TREATMENT CONNECTION FOR STREET INTERSECTIONS 5.51 ' � /1,-6„ 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 VTR NIANDDEPARTMENTMI�FENTRANSPORTATIONES203.04 (T ) SLOTS FOR DRAINAGE °J gyp' c z „ 3• PERMISSIBLE 911 �l 9,1 4 DIA STEEL PIPE FILLED CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN f n GRADE AND IMBEDDED IN LINE CG-1_ MIN PAY LINE CG-12 CONTiNUETO 0 AT TAT FULL HEIGHT w w NOTE: PRESERVATIVE STAIN ON ALL WOOD. - r`� III HIS POINT OR .d d PAY - - - - - - - - Z� III I�I TI .. COLOR TO MATCH THAT OF BLDG. - _ 1,-oI, T° 5 3 CONCRETE FOOTING VARIABLE 2 WHERE APPLICABLE r h MOTH 0000 4' M 5"x8" BARS O 12" OC ° o 0000 �•/ SIDEW TH 0000 IN MINIMUM CONCRETE o0000 �000000ao ~/�� I � I 2-24 "6 RE WALK OR o00 `� VAR. o �-'Ooe0000 (Typ.) ° ALK SPA °°° ORSIDEWALKISPACEK °oo°000> - oc FOR WHEEL STOP oo I PERMISSIBLE o00000 00o O� •' + Vol I } SPACE CONC1iETlE FOOTING �;' I *,- III 911 6°a 6 y COVER 1 1 z' o CONSTRUCTION JOINT G RADIAL PLAN No. 5x8' BARS 0 12" OC Q n I I1 III- — �TT MINIMUM CONCRETE 6 ~�yy E- COVER 1 1/2" SECTION A -A TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET �k FOR COMMERCIAL ENTRANCE o A (HEAVY TRUCK TRAFFIC ANTICIPATED) 1--� o WC)CD FENGE DETAIL I I II IC I C,�OL� I -III= -III-I � I- CONNECTIONS AND COMMERCIAL SEE STANDARD CG-13 SHEET 203.10 d' E I� NOT TO SCALE Wi--iG 1- STOP -1 I I=III ;. I� I I— s' 3' 6' PERMISSIBLE ENTRANCES E-+ O U) 0 Dt-Whlet6lOt NOT TO SCALE -III— _III- _ _ _ MIN. _ CONSTRUCTION JOINT of METER BOX and COVER L� B VAR. WIDTH 0.0.0. a METER BOX (See Note) METER BOX COVER SIDEWALK OR ooa trench width �. SIDEWALK I °o°e°o > �Ip9- T as ired 18 In. DIa. Non -Traffic M32C-PW SPACE °oo ®� Traffic A32HH - T tv 7 ry ;? 6' die. schedule 40 CONCRETE FOOTING o°o°0000c RAMP FLOOR ' steel pipe filled with -3 24 in. Dia. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) 6" uooe coo°o°oo°o°o°Ooo 0000 concrete oM pointed •` cast Iron dearimt cap with brow plug _ .� o0000 ° 0000 �- •..�; Pa Traffic MC-30 (Frame) WITH RML-12-T (Tap Lid) 1 , 000 low 1R havin a countersunk square head o0000 °Paco ° coo .7' Pane?a Model PA4SV-c�1c (4') A aceooaooao 0000 O Co S, :2' Note: 1/2' thick polyethelene plastic 30' deep Ponello Model PA5SV-CSK (e') 00000e 0 (vertical crush strength shall exceed 3000 pounds) finished TANGENT PLAN � _'; -` ®-= treated 2. 4' with SLOPE 12:1 MAX. 18' dia. 1'-6' I p pointed blue I "I. TYi=ICAL BOo LAR DETAIL concrete ` I ��- Ic encasement I meter corer l 6 ISOMETRIC above—{ (NOT E) J' concrete 1'-6' x 6' � gracM prior _. L an eoncrsts sWd pad BOLLARD .-y j varies os required to aoddirg 18" � x 20•x 12' deep MEW concrete eP ®7" WHERE ST'D. CG-3, CG-7 IS USED NOTES: D throat block I 7'-4" IS THE MINIMUM CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP- BOLLARD DETIAIL �rP°rotbn SIDEWALK AREA RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE In �P 3" stone baddi 18'-21' meter by F.C.S i aggregote bow REQUIREMENT TO RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETACHABLE cV >ss % surrounding box meter box (dopy+ 3.) (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12":1 SLOPE i ss 1 I I WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT deonm i ST'D. CG-2 ®6" 7'-4" EXCEED A MAXIMUM SLOPE OF 12:1. ash anqIe check valve pipe • 36'mi8 with drain valve OR CG-6 8.33% MAX. direction of setting to be approved par to iretollmton CD screw hype a'min. bdA I I FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR adjustabb wlve LI S� 1 4' BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. box 36' min. type K coDper sanitary - tubin�• contkxrous *ewer A. 7" DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT Q as required [Concrete pod 1'-6' sq. x 6' deep without rds from ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP water 2 ft. RADII CANNOT ACCOMMODATE THE TURNING j maw main meter 6' stone bedding �' ban SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. _ kcator valve megalugged ` TRUCK TRAFFIC. REQUIRED BARS ARE TO BE No. 5 x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES ro ro 1' min. - 6' max. to main METER SETTING PARTS trons t'an to meter h+4B I setting os required O s SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2'. One meter �� arqla yoke angle check expansion curb & utter �.., ;`. •'.:'':.;:-ii :: _e.. J 'r.... r ...•::,4�.r. Q megalug strs sbx. bg:vahe vokro wheel 9 }.,.:.'%.�ti :: t.:.t: :+;•_.r'_:,r ti, ;:'..,:4.. F; : l . 3/4 s/e'x1/4 V5D2 9A94-223W HHCAD4-32Jf[�G EC-23°°f inTrrnTrrr"Tnroo ° 000000o THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR L spew tyve 1' 3/4' Yso4 BA94-344W HHCA94 3z3m-G Ec-z3 — 6' .cane bedding OR PRECAST IN PLACE HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, stone to be minimum 9 COMPLETE -IN -PLACE. ............. .............. adjustable � .., •"' 'r ,' . _ CD of 6' above top of base'. _. .. ... •'•:":':':. .. ^' 1' 1' Y504 BA94-444W HHCA94-444TD-G EC-4 = q. S vahre tax - N NOTE N1 I '{:is_::i�i`.i+i rs en th of seM I I 1 " 'p ,.•,1::..:.:'�''.,.: �:;:,?....,.:.,,-•., .�: ...:'.::.:. '::;3,:;�:,.^v••.:_..�:. .:..r-•.:`'.� . y'�;�r,.�. M._,,...,.,.;..m,,.»,I..,.,...,. I / y ee ataro to exceeds 75' S"x8" BARS O 2 OC PERMISSIBLE C one - > . r;.? •i ° r,.. r r %: , - .a:: a demaut oswmbly shall be furnished at the SECTION B—B CONSTRUCTION JOINT CURB/CURB & GUTiER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN DATE: MARCH 2000 ro kocatwr peg f + INSTALLATION NOTES: »-;;adewak;: property line' PAYMENT FOR CURB/CURB & GUTTER. Cl) th^ 18' to 24' 1. Exact location of meter box assembly L 0000 WHEN USED IN CONJUNCTION NTH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS cn n" ohigo block 8x Bi 16'solid block to be approved Prior to Installation. yY ;;::r- 0000 LIMITS OF EXPOSED AGGREGATE SIDEWALK STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. i 2. Water service crossing street shall be x ++iab•:`:•1•:.��:yypp::es:.:` ..x SCALE: AS SHOWN � t •#: (for vatves 12" and larger) _ ' encased In 2' do. SCH40 PVC or CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE M � . .coppe';. � ® TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE IS LESS THAN 7'-4" C T.r t:.;.,;. 4 SDR21 piping. The piping shall an from 3/4' type K = '"'• r%=g1 ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTONS WHEREVER AN ACCESSIBLE j i :1 .:IN%}j! one foot beyond sidewalk, across the copper for ° ROUTE t7 WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD- c''K*' street, to one foot beyond sidewalk. min Is meter ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND installation 1'x3/4" wye SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS of A FACILITY THAT CAN LESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED OR NONEXISTENT. THEY MAY BE DESIGNED BY: MSS mechoniirnl joint tile• BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE swivel tale with DUAL METER INSTALLATION ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EX. LIGHT POLES, 6' bronah FiRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. JOB N0. 2599 5/8", 3/4" & 1" METER INSTALLATION SEWER CLEANOUT CURB RAMP SPECIFICATION j GATE VALVE Figure 5 Figure 17 REFERENCE FIRE HYDRANTgASSEMBLY Figure 8 AMENDMENT NO. 2 - APRIL 1997 502 (PERSONS WITH MOBILITY IMPAIRMENTS . '� FigureAMENDMENT N - R 1 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 SHEET 5 OF 5 . SiT ELAN NOTES. " NOTE, THERE A N(� �5• '�EE}� I. BOUNDARY1NINFORMATION TAKEN FROMROM PLAT EN7I ICED "PROP�R`CY LINE ADJUSTMENT Z Q 5L0FE5, WOODL ANDS, PLAT LOTS 4, 5 7 GABBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC.cc ; ors. FLOODFLAIN5, LJETLAND5, AND DATED MARCH 15, 20P�0. W ST A S �. `' WINCHE5TER MEDICAL. SiN:HOL�s, �`� M � 2, ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. w j. CENTER INC. D%',4IN,�C i J,�''I'S 03� Oil-{ = CD _ �vIC.4NIFIC,ANT ENvIRONt�t ENTAL 3. EXTERIOR DOLUNCA$T LIGHTING (WALLPACKS) SHALL 81= HUBBELL LIGHTING NRCx-31X ,,- .�, "" . I. . I \ TM 64 ((A)) LOT J ° ` FEATj,,1, E5 ON "� Hj j 51TE, SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT D8.80`i PCx.231 GLARE ON ADJOINING PROPERTIES AND RIGHT-O>=-WAYS• Z �."" ZONE: B2 u C\l 1 ` ta> • 3 s U5> :VACANT 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN, 0 10 VF ..i wM;i'.. !:. - 'i. „ al _...A.s3::i1.4•�+}' .... 1,•1 �2' �U P ``~ 'V" fi G/L EX. TRAPEZOIDAL I 5. THE PROPO5EP ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE «-..�» "~~" "' "�'~ RICH -OF -WAY LINE AND SHALL MEASURE V BY 4' (32 $0. FT.). ALL OTHER SIGNS FOR 2' SCUPPER (SEE DETAIL DITCH (2' WID!E BOTTOM) � q 0 � � (SEE DETAIL THIS SHEET) TO REMAIN X, LIGHT POLE (TYP,) INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING � •ado I LO THIS aNEEt) N 52' 33' S8" W 25000'77, 4v_ORDINANCE REQUIREMENTS. � -4 O 1 "` = �� LoN . 7 12'x20' GONC. DUMP, PAD W/ � � ., • � � °� � `tENCLOSUR>* (5EE pET AILSt.1. �,� • . 1.�:�, : ' �-6 5' PARKING LaT SHT. 5) COUNTY 15 NOS' .. GA`r `� 12' 2' SCUPPER SETBACK 25'R LO RESPONSIBLE FOR 4: 44 " QAD MG SPA MAINTENANCE OR REPAIRS. BOLLARDS (SEE T EX. 30 DRNG. ESMT.•-- At_` 1 'A (SEE DETAIL -, »» _ M _ _ DETAIL SHT.) _ _� . _ �. Yw ___ _ THis SHEET) ___ _. _._, _U,}I" L flan PROFILE L_ _.__ ,,._ _ _. _,�_ SAD �"i - 1�1 "It�, E ER PROFILE -`t- Q) 0 P.F.H.F..,,_..._ PR __ ...� .. . ._ _. . - ...... ... l *d .,.q LATE VALVE L IGHT iNG rYP. 150.08 r,._. ,_ ... ,_..,_.. ....._.. _...... _. .._. ,.... _ _ I (SEE NOTE 3) 4 ....,...,......... .. »..,......... ..� ...,..... . .. .. .. ,., .... _. .. .. _ ... ... . ... .. ... .. ._. . . .+ .• .., � ,, wco \ I : Y a ....... gl /1 d .,. .... , _ «,. ... ,., ._ . �'..,..,.". , .., .. ...., ... . , 4 , ,,r ,...........,.... ....... .,....., .,.... ._ . MOUNT HANDICAP ,. ,... _ ..... ..... 1 __ ..,.,,.... :0 .. t". .. Q )�! I \ � ._ .... _- . » - . - _ . _,_ .,.. .. ... l PARKING SIGN TO � i _.._: _ _.. _ _ . +u �� GG-12 _.-....,_.. _,_..._...__ __ _, .!___,..___.._._. ___,...._,.. ,_.___......... ........ ._,....._ ... __. .. ....._I.., ._ : . -..,.._ I:. . . . . L wwwanj , _..._..,. . , . ..... , _ 23.42 iO'. L..r. G. v _.- _ __.,_ �__ .� «.�». ._ ,..,. » . -_ _... _._._._... _._ __, w».. .....__ »_,« _ _ .,.� Q 23 5 _.., ... _.._ . ,. ca .� _( _ » . 1. » . ... .... .......... _ ,..,....... _.... >ac ° 0 _. _ _. NOTE: AL ROOF DRAIN$ SHALL BE - 1.�" i8, HEIGHT : 2E, '�: 18 -- �-4---2d _..• . »..._ ......, 1 _.. ...._.. ....,.. __ .... _ .., _.., ... t �j - -. w, . _ -�' °2 , DIRECTED TOWARDS THE FRONT OF THE NOTE. ALL EXTERIOR , �L �� -__, __ __ _ .-_ .,.- '_ ._«�,«,.. »»m.,_ _,-.. ..»..-,.,,,, »_.,,_.._ ._.__._. _„ _.___ m.,....,._. _.__..._». ,,.__._... ...,,,.._., F' U O 'A . 0) 'Z O + ct) ' : LhGHTINC� SHALL BE I w. -_ IN O THE ST r Q _., .. .... _ .. .. ._... _ ,.,.. -. ._... __ - . .. +- p: _. _.. ,. .., _ aJ z cn _ PROPERTY AND DRAIN INTO E ORM f R _., r._ _. .. _..-....,......._.., I _. _ ......M.,., . _ ......_.., ... ..... .... N . w z Ojuto 0 " 5 R SYSTEM IN CaSTELLD DRIVE. HUBBELL 5ERIE5 „ „o i 61 _., __»....., .._,__._..._............. _ ..,._.._.......... f. �„o . :j._ z I�Nt" EWE �, • , 6r ,n -iz�j ...,...,,.,._._.,, .,...._,....,_ , _......,..,_, ,._PRU ...,..GR,� .. �....... _ .. _. 2� I...- .. •... _ .. .._..__ -i __.. _...._ _ ___ ._. � Ul u ,,, I ,__. I l ,� N G-31X OR �, d) " __- _ -.-.w...., _r~ . _ C., _ ,i _ ,_.,,. .�__ , - w . _»_..» _.._ _--.,_,». _..,...,»._ »_,,._,._ .,_- _.__ _-. ,._._..,_ - � � � F nc r °' 9 APPROVED EQUAL. i,.../1,,_.........P1 ..r +° ,a _. __. fn S: O ...,,� -,._....._.,.._..,. ______ .. ,.....,.." ....................._ .I-... ...._., .,_ ...... -.. ._.. .. ....., ::...._.. 10 +_ :; $ xu POP GIAIDE y- >- y- :.1. W O SIAME5E CONNECTION c , ..,..._., -I _ _, ...« -- _ _ _ ...,. C�..� f�1p�; ._._ M� _. _. z z a U , MOUNT , 4AND ICAP - 9 - r -- - w °�` (IF REQUIRE EE .. ... _... .. .. .. .,. , . ,.. _ ...,_._ .._, ... . , _ _.. ..,..... WATER LINE NOTE. IF 6IAME5E - +- ., IZ'�,, PARKIN 51GN TO :. .._ . w":.. - : ;, I.: .....,.._ I. . _... ,..._ U - uI 3 - ARCH. PLANS), I . .. PIPE _., _, 0 t>_ 1MOUNT HANDICAP N �I1 .,.., ,_ ..,,.,.,.. _...,...»..,_.,..........,.,:..._,.. �,... ' :.:......,... - U 9 CONNECTION 16 NOT REQUIRED, THE . a/ BLDG. � - _ w�Iq 51 To -.. _ 5 of :n ° +PARKINGa GN �- ,- - _ _ ._ _: ::� __-_. ,n Kt " m FIRE HYDRANT ON THE NORTH iDE _ .,_.,. _ ,..» .. __-.. ., -.. ...... _ ...._.,... _ ..._ ... -.. .r..._.,.. Ri _.. OES NOT NEED TO 1BE = ..° BLDC�. _ �' PROF', SIGN: SMALL - - ,. _.._..__^ _. -.._.- ._-... __. -. __ _.-_1.:._ . __ ..._ ......... _ _...:_ ». .. -. -M _ THE BUILDING D , n% to 1NV.-'114 0 z _,;PVC 9i 21.:. .. ........... j � ;.. , 0, w CONSTRUCTED. t]_. aL N ' CONC S/W DELIVERY TRUCK ,..._... _. ._ l ..,..... �r WATER M,iN , I PiC) CI. NEE _ ..Noo Q �• OVERHANG .I :. VIDE:5' AR4 Q t� 11; 15rt50 5 R ACCESS ONL ., ,_ ,, _ I _ . ...._ . ._._ .. -.. . �._.. _ i d -, . _ _ 1. 4 ry I I 61 61 . i CONSTRUCT a� ' f .. .. �.' • •. __ 3' t4 x23 RC J.�1� .4 , r� 1 .,, ..:,r ., ., (� r.. i rc. ,P • f � . qua .� _`i 'fw_...."" Si ., . , . ,.,. ,.�r. _ u t .. �. ... ..-_.,:.,,e-». .,,r, .. .,iJ. .,:c .. rtf.?...P.%. .. ..:.... .. . .. ...... • .,ww .... ,.. 1 r:. �,... _. �..... __ .._ .......... .. ...... ....-... ... ., .. ... �:Y, /0....... ... ,. .. ... ..._. \ P/L FOR FUtuRE - �-- -� ;_: I I I �, _., w �� 1: � �, ; L. , ._ .. .0 MI b- 1 . A C _. tIION _..,. :aNNE z _ ..... ,1 _..... �_ ._ _.. a m o . ,, 11 , TusT O1* H NO FA 3/ WAT R . j ., ._ ,.. ..... ,_ .... .- ... .._. ... I.::, , .. .. «. ..._ .-.. -«. _.. _ "a .,. -12 ;:,: A CG-1 RICK.. � :, o--_�.•,___ _,__»,M__ »»_ _. ___ .. _,_ .____.._..» - ______�.�•. , .,_._,_ .. -._ - - _,.. -- --- _ __ - »_ _._ _.._,... �; _� ME ER I ,. ,:. »'y N , T�UT�� THE � � � :f� . � :� ,;� ,_� PAVERS �,�1��i'C �' ._ «_........ .._..... _.....___. .___......_ .__..... _...._.... _._. .� ,_ .�:� ... ._.._.._. _,.. ....... 11- ,...,_.. _ ....__..._ _..... ._. _ .... ..... .-... -...._ i _ _ ..... I — I �T : , ,y: ;; 1 R ;; tM ��' ((s)) LOT � ,.. _ . _.-. . _ . _ ..._._ ......_ . , _ _.... _ .. .. ,4��' TAU � k' �-�. 1 S RK.., , _.. _ . _._..,. ........,. _.... �1,_ _ .._ . _ .. _ _ ..... ... ..... ......... _ DO T_., _. _ _«. _. NOT ., C011191"l-C.. 1 ��_»� _. _- _-- I s ,...�.,... .._._ ._...., ,, ... ,,...._.,. .. ,._, . t SICN Nog, �� ER TM a , 536 R 8 USE: VACANT ,. ..... ,. , ., . _. l ..._ Zc..�IE, B YAN ACCESSIBLE ...._.-,«.._. �i: ».,.,Y....__-»... _._-_._ _..._...,._....,..._ ......_._.._. ...___._ ,.___::, _._.. _ ._...,_._ ....,.. ...__.. ._.,......._ ..._......., _._._._._.-....-I...,, APPROX LOCATION OF FACE O!~ _ _ _�. �_ ___ a- _- -- _____ ..._.. _._.». _ __-,_,.». __.._ _---'_' __..».._.,....., » w ,. ,. _ _..,....,.....,.,.......,,...�_ _....,.- _.................. ........ . .... U"�E: VACANT SPACE -• - - - _�" PROP. F H. _ .. ».. _ _.......,. I1GH PRESSURE - _ s CURB F OM OT #A (1NFOMATION _- .... ._.,_....,_ _..,._.,._.,...,._.,..._ _ ...-.....,.W., ._.,,..,. _..... . .._..._..,.. _ .... _... _. T 00w F CLEAN OUT (tYF'.) _. __.» ._... .......... .,...._.... OP. 20 WATER 1 R . _ _ ...., _ .. ...,.-_ .. ..-...- ....:ui ., .. _ _.._ ,. _-_.. n " .. .ice ., bD PR E L 11 11 _ .... ._ . � _ GATE VALVE. 60DIUMI SHOEBOX `�' I V ■'108.94 TAKEN FROM G.W. CLIFFORD I _ ` - _� t _, __, _. ..,. _, ._,...._ . , ..._.._.._ _. _. _ ,. ,.. ....-,_,.. _,...,._, "�,� �� No. A N X ._,... Q ...._ _... _« __.._. ._..._... " ass - �, j'j i , _....,r.�,� .,..___.._...,.._....... lit. ......-._...«_..._......__....._......_...._.-.._.. .�...x _ ._. ,_. .., _ . LINE ESMT. = 525 R F.H. DESIGNATED r_ LIGHTING TYP. (5EE NC„ E 3) VI E 35 ISER 525 R.7, _._ PRO D R AS50G. SiTE PLAN) - - ,�. -- .._+..t,0'7_>"-. __ » »_ q w . �_ f I.:: _ �O 03i162 Ak r,�. . Fi I i"t'l I l _... - _._ _ ,._' _ .. _ .,._ _.. _._. ,..._ ... .....,.. .. ........ . ..... _ _ _.�._' : ""`�` . _ 0_-.. ». ,1. '�' `a FO 51A ESE �, PROP _O... -1 crLf, !, -ROM CLIFFORD 4 _Q,'�. � ..» ..O,__,_, ,.. 0... O i1 _ A� ,. ....., S �VV C N _....: r .X........ _.. M.... - - - .. _........I W. .L . ONAL A850C SITE PLAN TO t ... � . _, - �__, .�... . _. . � fL r= r- _ : I PROP. TEMP. _ ....___ . _- lU _ _ I � �. - �#i ; , BE USED FOR ...,.,..,ry. _. .,_ , ,.,. :Q .. . ,. 1>Y �r_w__.... • _� -- # GRADING ESi"iT. Q - _.« p :. ,,,...,,*vT_ .."'_.. ,...,....,. ,.s., , y� ram. ►-.. . COVERAGE To I ^�*"' `_ tx „. ,.. , ,,.,. , _ ...... . 1 PROP TEMP. 5 ...__..._ . 0. ...._.. tY _ .... ::.: : :. _ , .. hy� :. I9 5 CONC. /UJ �.. � _ .. _.. . H _ _ -.._. ._.... _ » _ GRADING E5MT. CCx +�, WESTERN SIDE OF _. [L. . - _. t,_ .,.- _.. ,61 + - }- 1 _ . _ _. _ _ END F: .. CONSTRUCT 5Nt TD --•- � �• .-� O»_.._.,. _... ._� �. ._.... ._._..._»_� _...• _.__ _.__..... ..,,___.., _�`.. : �� _ »._.__ __.�. ( TO t0 BE I _ X 1 p�...,_ _ , »....... _ . _ ..-_"lt.z... . _�Z ._. .....__ _.. _11. 11i TEMP, WHEELS PS ;; - __...,_._; , .. _... _. C G �, ,:� P/L FOR FUTURE 0 '� tl � � � ..._.._ _, _.«... t,i », SA _ _. I` TTIMEOFLOT`1A15 9 - _... 4- "'I"",- _....... REMOVED A_ r- 6 5 21 C , _ _. _ CONNECTION ...'_. _.,-. 4 ..i cv __..........Y....t- 1; _ ..,. 1% ..... _. _...._... _. -. , .. _.,_ ' , ::..... , .. all. Z . :..: DEV1 LavF_r> AND INTERPARCEI, )a; (TYP vAN. AT. a 089 5'R I --.-,..,,.- r:.. .1 :, ... ._ .� --. ,w._,_____ ...-._. ._., _._ ( _.-,-,. _ . _..-,... _...-___. _ _ _.._ ' T ,�CiEID. ° r $ wi - _.�_ _ .,,._., -_ __..-, . _,..,_..__ _ __., _, . _..!__._» _.a�,__:_..._..1�.,_� a:�_...- ) CONNECTOR I.�QNS R' I A b �? I.. 1.10 + 11 + FUTURE C4G ,, �.�-' FUTURE 1� i� + a ' PROP. INTER -PARCEL 5 R NORIZ. SCALE, 1"=50' FUTURE ��.�. ; .. R,.4 '✓' ;,, CONNECTOR --� s ;'s� 5TM. D 'CtN I �"FX. u - 1 INTER -PARCEL OF. E _, -� CG-6R 5'R 525'R ESMT. EX. GA5 LINE . VEIN'. SCALE: 1 -5 �E%<• 525 R 22 INGRE55/ CONNECTOR EX. 10 5HEN DOAH GA5 INV.�`i0`I.90 �'IV �5C) A6-BUILT TOP - "116,14 - - , . , 6TD_ EC-1 _�__ j EGRE55 ESTh'IT. 35, Cp. Eem D 838, PG, 1roi0 N TAP 13Y FC5A PROP. Ef X. I- E END tG�_ I< � ' . =,.� _ _ _ _ EX. 8 5 __� "^. . _ - ... ��. - - a "112,i2 EX. 5" CONf�Ul1- . � �� 5 R PROP. DI-1 � GCa-6R 1�Ef'RE88ED GUTTER �"' �'" FUTURE C #G - 5 R EX. 5� 10 9 (T P) 1 -SIZN - - X: 20' aAN EW. =- FUTUF2E R1�3C SEt C?t�! ---% Aa - CONDUIT Aq-F `� E , ' 1IJ/M E6m 4M REINFoRC�r� c r4C►�'rIF I .11 EX 5TM. SEW. F A Y '�' flN f.."30' '.11 1�:l xSMT. 1'r,"i I fD 838, PG. 141i 1// `� '; 30" f'al 6UMA,04 (21-A 6'TONE) 0 �; 1 TOP='l1a.'16, INV.-"10926, c�� 1. EX, 12 WA F' l 1, r x: :.Nr �l,', , �i,, ly.y. , rs ,.,,, r<' 3!....v:.'. <C I,.:'" Ci:. --� ,•,-.,.1. n,'Y y7!...,_ S.i,,J r 1.:,.: !m 1�6 EX, 12" WATER MAIM_--OPe 20{ 511„1. I ,_,:5 :......•1 �. ,, \ \ ' — _...�. l9 HERCP CL III lUIDiN VARl�B :_::_� �_ _____�_ DRN. ESMT. 5' PAi-K1NG LOT SETBACK CG-12 �4'� �,a CG-12 ..,. -» �'. ,.- .�... ..�. 9)= Si7E PLAN _ .�,.. ..�-.—.....-- '�-i-w '�" __•__ _.._„-..-. _,••- +-'r" ow ... ��r r.rnr� �,,---••�:T�_,.,,-.,-•• ', , """". f`"" , l r ' r Q l!*�" ■ �f - q " q . . a a.p. o v. r vm' e " „ q" � - u v . r'a .r ° 5 52.133"58" E , 2r✓'000 d �,. , _fl,. ,v ,v a a r r "yy4 v W. Q .r 4 •'R d •, �' v r •i' _ _c_ r 4 / r a r " M 4 i , fsz d ,.. ,. h .. ,. n. a r . v x.. ,.. f mil z .. ... ...., .... .:: . 1 t . , f .. i �`.. .. 3 , $ire. •. � : �, .3 .'Y.. MM�� ,.. .... t.. ,. .:. r , .. a. 4. 1, � , 1 ... ',a, L .».....+ .. _ t .....>w .. ,.,. ,ctia.� ,. .. � <s_Y�•mp«ry.,,.,.� .C,•ws,...,.�..-....a - ' .uL .:n:ai�ar.�--«JV'�'",-,��^'a�' _ . .,.. .... ...... ,.r .,. ,.,.. a ... >. ,..,•,... ......., f.. ., ,.,_,. .<,.. ,,.. ,.. .. u,_�__._.r:,:,i•.,�,--,.„.aa�i,w,%.t;;x • ww ',u...r._ sb1 a.aabs..��a.,....,,..+Yr„W.txa.� _ - _ __ ` ` _ _ ,+ Fyn _ - �� - _..— . `^ ^ *^ » .$n -�---- EX. 30 Rbl STM. SEW. f)_x� - - EX 24 RCP STM. SEW. 5TD, CG-11 "�� EX. 5 CONC, 6AU -- - -Ex7\ TO I-X. 6TOR MWATER \ 3� MATCH EX. C4G ENTRANCE MATCH EX. C43 TEST PIT REQUIRED TO DETERMINE �I=I I =111=1 I I- =1 11- =1 I =1 I (_) 11= MANAGEMENT POND (BY EX, TRANS. (ALLEGHENY PORTION OF EX. C4G AND EXACT HORIZONTAL 4 VERTICAL ��41 =1 l 1-==1 I I --•-"I I I I i I I• —111- =1 1 I —I 1 OWNERS) LOCATION OF EX, 12" W/M POWER NO. 11395420) TO 5/W TO BE REMOVED cot- PENSp s�►t Raul= (9�t. pEN5171') HAND ICA STRIP D AREA 44 1--•1 H 2 � f p 1•' 13 � >.� I ni., 49 F r, 1 F . E4 D F--•d w0. �...l 0 (j U co co C: � w `" BE RELOCATED 550' SIGHT 550 SIGHT >;' roN A REGULAR L ee CE (4 W W 0 �:: Q DISTANCE DISTANCE CONQRETE 61PEWALK DETAIL. H,4NDICAPPED PARKING DETAIL ._», ._._ _ _ _ ...., _. ._ _»_».. -, ,_._.._.,. . _ ..» •... -,., ........ _ _,,,,w. .,.». .,._. ._,., .-..,,_. NOT to �a• GALE) � f' --- _ - �___ _ - GOAT L.1�0 DRIVE P611 L�h� 00 PIS T�I = RT.s. CC � w cf) (PRIVATE ROAD) 0 W' RIGHT-CF-WAY 10 X, ,j jy FAaJi ' NO POSTED SPEED LIMIT _ I •_T�I�P ��. .S , ,3 (l, >;.Cjc # L.I'A tj4 1 �- 5 WI� W� �QO IJ L,F- ,k� 1_ i __ _ _.._. »_ _ .__,._...- •----•-• _ _-._.. _ — _,_____., 4 w _ _ _ _. _ _ _ _ _ _ w ._ _._ _ _ _ _ _ _ _ _ _. _ Ca'IZ ��-- --w_ ,_......- ._»-........ _.,»_.,..... _..,.......,.,, - ..._._.,._.._.,--..-. ._._.,....,,.-._-.__ ..,_,_,._.-..»,....,_.-- ..._.,.-_-._ _,_.-. — _.,..,,...,» _. ... ,,,,.»-,.,....-....,»,,,- ,.,,.,...,,.,, ,...,.,....,., .,,._,.,__,. _..-,..._,...---.,,-»,,. ,- ...._.,. ................ ....,,_.-».., _.,......... "_ �"'_... N/F THE FIRICE COMPANY \\ ! TM 64 ((8)) LOT I `, \ I D.B, 82'9, PG. 48'1 ZONE: B2 - I \� 0 10 O 2 0 40 USE: RETAIL SALES I 5CALE, i" = 2O' --PAMENT — -►�- /// , 1 / / * j C T / Q OT SPEC, // 414.03, CL, I, if TYPE A TYPE 15CUf=FER DETA L Di - I NOT TO) SCALE 1. . .. C . .. d • 4 4 . .4., ' 4 II v. . , , , 4 sf A. .., .i .. d A. .. ..� . 5311 y '4 d' • N: I. •• H 4 r r' •d '! ,4 II 4 i ' 11 A•29 1-6 (Typ.) SLOTS FOR DRAINAGE A SO 11 �J' ' �`'',.. d 5311 DATE: ivIARCH 2O00 1'-0° (Typ,) x 2-24" *6 KEBABS ,�11 FOR WHEEL STOP SCALE: 1" = 20' II DESIGNED BY- MSS 5r:CTION ,A -A FILE NO, 2599 WHEEL STOP Dt-whlstslot NOT TO SCALE ISHEET 2 OF S