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HomeMy WebLinkAbout29-03 BB&T - Stonewall Branch - Branch Bank - Stonewall - Backfilek PROJECT LOCATION GAINESBORO MAGISTERIAL DISTRICT o la V I R G I N I A. 0WTNsT,ERZDEVE1L0PER-. BB &']C' SIT PLAN f or BB&T STON WALL BRANCH CANOPY XT NSION & StT -[-VL \1 -VLIENTS RT 11-NORTH MARTINSBURG PIKE St��6wall MAGISTERIAL DISTRICT c/o First Virginia Bank, Inc. 6400 Arlington Blvd. FALLS CHURCH, VIRGINIA 22042 PHONE: (703) 241-4455 FREDEPICK COUNTY, ','IRGINIA TRIAD PROJECT NUMBER 07-03-0341 INI3EX GAF SHEETS DESCRIPTION SHEET NO. COVERSHEET.........................................................................0 —1 NOTES& LEGEND............................................::.....................C-2 EXISTING CONDITIONS........................................................... C — 3 DEMOLITIONPLAN..................................................................0 — 4 SITE & GRADING PLAN ......................................................... C — 5 STRIPING & SIGNAGE PLAN ................................................. C — 6 DETAILS...................................................................................C-7 0���TH of P� ffia� 9 '�)_/ o DENNIE D. DUNLAP M a No. 035809 ti IVAL E o1po VICINITY MAP 1 " = 500' SITE PLAN REVIEW SUBMISSION — 08/04/2003 RESUBMITTED — 08/28/2003 RESUBMITTED — 09/08/2003 SITE PLAN, TOVEP Ca ®3 ..«. Approved by the Zoning Administrator 3 La Zoning Administrator Signature Date Note: Site plan is valid until 5 years after approval date. MM MA&i> ENGINEERING, INC. www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office(4triad—winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: office C�triadengineering.net 00 M 0 0 0 N 0 0 0 0 U rn c w U M O c7 O O N U N 91 GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM 0-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. FCSA CONSTRUCTION NOTES: 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is resonsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and cover to be properly oligined with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar to 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 responsibility to have the meter box assembly installed correctly. 5. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap; (2) pay deposit (before work begins); (3) make the location of the tap; (4) make final payment when the work is completed. ABBREVIATIONS ARCH. ARCHITECT C/o CLEAN OUT CONC. CONCRETE CG CURB & GUTTER E.P. EDGE OF PAVEMENT EL. ELEVATION EX. EXISTING F.F.E. FINISHED FLOOR ELEVATION F.H. FIRE HYDRANT H/C HANDICAP H.P. HIGH POINT INV. INVERT L/P LIGHT POLE LT. LEFT MH MANHOLE MIN. MINIMUM 0/HE OVERHEAD ELECTRIC R RADIUS RCP REINFORCED CONCRETE PIPE RT. RIGHT SAN. SEW. SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER S/W SIDEWALK S.F. SQUARE FEET STR. STRUCTURE T.B.R. TO BE RELOCATED T/C TOP OF CURB U/GT UNDERGROUND TELEPHONE U/P UTILITY POLE W/L WATER LINE BUILDING INFORMATION TOTAL FLOOR AREA: 2733 s.f. TOTAL LOT AREA: 28,028.91 s.f. FLOOR AREA RATIO: FAR = 0.0975 HEIGHT OF BUILDING: EXISTING BUILDING HEIGHT IS LESS THAN 35' EXISTING PROPOSED CURB ML:11 TRIAD ENGINEERING, INC m 0 -----__ SIDEWALKS a 0 m HANDICAP RAMP 0 p"Tl . e CONCRETE PAD L _•J • ' F BUILDINGS o I I L---1 Mo o w J cai o N \ I `? M o u7 O O c r` O ~ O + ORNAMENTAL TREE 0 N - w 0 o c Z o U V) SHRUB >, o c 3 Cl a� - - - - - - PROPERTY LINE o s E_====_:1 STORM SEWER V Z a - - - 2900 - - - 2900 INDEX CONTOUR Z 0 W Q - -2898 - - 2898 INTERMEDIATE CONTOUR ^ o > z_ ! N J 2893.66 SPOT ELEVATION v o N > > a * _ Z C LLIN� LLa'Q (nUW>a Z a_' �_>- - d u WQZ'n U a Z U) a Z c 3: a W 6 > � 0 Z a- v Z,Wro® J Q U WZW51� �Q�a,(DUUpmv � 0 V) LL cn u r- � ZO=mo o U - 0fr_ tSwC O C Lu o a PARKING ANALYSIS � W to m C� 2 W J Off-street parking required per section 165-27(A) a w of the Frederick County Code: 0 = N Q U Z Bank: 1 space per 250 sf of floor space 2733 sf/250 = 11 spaces required 12 spaces provided (including 1-Handicap Van Accessible) o���yTH OF � a 4., UDENNE D. DUNLAP ID> No. 035809 47 ti �`SIONAL Eli' PROFESSIONAL SEAL SITE PLAN NOTES: 1. Total area: 0.643 Ac. 2. Zoning: B-2 3. Existing Use: Bank 4. Proposed Use: Bank _ 1000 Z Y - ELZ M Q Z M 0 Z W < =); 5. Property Identification (PIN #): 43-3-D m !^ 6. Building Setback Requirements: m V Front = 50' (US Rte 1 1) L J Side = N/A J Z Rear = N/A J Z 7. Building Setbacks Provided: Q D Front = 46.58' (Existing) Q O Q Side = 33.94' (To future canopy) Z Rear = 53.72' (Existing) W (� 8. Parking Setback Requirements: Z Q Front = 10' 0 Side = 5' V Side = 5' W Rear = 5' ® W W 9. Open Space Requirements: Z Ld Required: I Q O 15% = (0.15*0.643 ac.) = 0.096 Ac. LLB Provided: (Pre -construction) m V.- M Z 0.173 Ac. = 26.9% m LL_ Provided: (Post -construction) 0.131 Ac. = 20.4% Drawing Number: C-2 Job No.:07-03-0341 rn 0 0 M 0 N Co N O 0 N 0 U rn c m c co c w cc U M 0 Cn 0 C N r.+ U 6i CURRENT OWNER: BB&T c/o FIRST VIRGINIA BANK, INC. REF: DEED BOOK 485 PAGE 183 TM 43-((3))-D ZONE: B-2 USE: COMMERCIAL & INDUSTRIAL SAN. SEW. MH TOP=704.96 STRUCTURE FILLED WITH WATER Ile SAN. SEW. MH CURB INLET TOP=705.78 MH TOP=702.89 INV. IN=701.72 INV. IN=699.11(24" RCP) INV. IN=701.60 INV. OUT=698.94(24" RCP) INV. OUT=701.59 UNIDENTIFIED THE HOLTZMAN FAMILY LIMITED 3.5" METAL TM 43-3-D1 PIPE TELEPHONE-\ PEDESTAL ZONED B2 z/ I I I I I I I USE: COMMERCIAL & INDUSTRIAL DB 831 12" I\KAT E R M A 11L4 PIS 1690 C 0 ►G\ 12" WATER MAIN \z- A C. N67-54 18"E CON-E 183.7 EX. F. H. LANDSCAPE AREA .705 L BURGER KING DRIVE THRU SIGN JC. OL/p on I c! 6 C14 z; -L/P L/P / ' I CG-6 CONC. S/W /A/C LANDSCAPE UNIT El AREA CURB INLET STAIR MH TOP=704.82 WELL 7-- 4 99 ' - INV. IN=698.54(24" RCP) . BB&T EX. 1 L 0 INV. IN=698.63(12" RCP) INV. OUT=698.50(24" RCP) C/o n FT L/P FIRST VIRGINIA BANK 0 4)" 0.643 AC. % AIR PUMP L r EXHAUST L: EXISTING 1 STORY ATM]' DRIVE RAISED CONC,, FAN BRICK BANK BLDG. THRU ISLAND 11 0s \A/ / 1' n\/FPI-4ANl(- EX F.H. U/P 3W18 ar' Iv M z /�-WATER VAULT /'O,3­,�ANHOLE 03 S4- - LANDSCAPE ..AREA GAS PUMP FFE=705,93 Oh 4 0, "0,3 RAISED CON Llj .6 /P ISLAND 'H/C 12" W� STORM GRATE 11 /p I-o� MAltTOP=703.70GIVIC PAY PHONE 01 CONC. S/W SIGN LYP c-4 LANDSCAPE Q� 705 LANDSCAPE V) Cl ti AREA AREA CG-6R CG-6R --__ L/P I 1 U I - (HP INLET CURB INLET L/P CURB MH TOP=703.89 BURGER KING IMH TOP=703.43 I I CG -6 SIGN INV. IN=697.70(24" RCP) IINV. IN=698.18(24" RCP) INV. OUT=697.58(24" RCP) IINV. OUT=698.08(2_4" RCP) S67'44'32"W 183.79'-- -CG- &- TELEPHONE PEDESTAL U/GT U/CT LANDSCAPE AREA C) C) STORM MH --BANK TOP=701.51 SIGN '-wEND SECTION INV. IN=698.10 - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - (42"x27" RCP) - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ------ 7 CURB INLET STORM MH TOP=701.28 CURB INLET MH TOP=701.72 INV. IN=696.68(24" RCP) MH TOP=701.85 INV. IN=697.75(42"x27" RCP) INV. IN=697.60(42"x27" RCP) INV. OUT=697.71(42"x27" RCP) INV. IN=697.68(42"x27" RCP) IINV. OUT=697.60(42"x27" RCP) NV. OUT=697.61(42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH 20 0 20 .40 60 I TEEN!!Tn SCAL-E:1"-20* m:qlA L TRIAD ENGINEERING, INC C 0 0 0 0 ('4 0 00 C) 0 C 0 1 r- 04 II 0 4-- 0 C 0 cn C C U) C3 -C Q 0 z (0 (-4 CV LU -j z 0 I (�o (0 (0 > > < --Jj EFE< LLJ C*4 't 0 U) Lu < 0:3 F- a- z C0 z LAJ Z6 o 2� L�L. '6 3: < -OZM (.) rn P LUJ F- > < 0 -20 0 z a- z -j < & 3: 0 0 LL, W 0 a Cf- 000 65 U) I— (D U) LL 2 U) z 0 Ld (0 �0 Cq M (D U 1 U- 06 zLU Uj 0 0 Ui Uj < W LO < Z O� = < 0 gy LU a- U) LU U) UDENNIE D. DUNLAP ffla No. 035809 �SI�NAL Elm PROFESSIONAL SEAL y (L Z- W 00 zM0 -< =) x 0 W M > M (n >: _jz _j Z < z 0 wM0 z 0 tlF- M 0 0- W F- Z WC�s in M 1 0 X T.- L.Lj LL- Drawing Number: C-3 Job No.:07-03-0341 K W co Cn co N co ri rn 'a 'a M 9 M 9 fl- 0 8 GENERAL NOTES: 1. See architectural drawings for details of canopy demolition. 2. Contractor to determine use of unidentified 3.5" metal / pipe located in North Central quadrant of property prior to construction. Pipe to be relocated if necessary. 3. T.B.R. = To be relocated. - SAN. SEW. MH / / TOP=704.96 / / - STRUCTURE FILLED WITH WATER EX. F.H. / I SAN. SEW. MH / CURB INLET I TOP=705.78 / / MH TOP=702.89 INV. IN=701 .72 / INV. IN=699.1 1 (24" RCP) I � INV. IN=701.60 �/ INV. OUT=698.94(24" RCP) INV.OUT-701.59 UNIDENTIFIED TELEPHONE LEPHO N THE HOLTZMAN FAMILY LIMITED -A-_ 3.5"METALPEDESTAL TM 43-3-D1 PIPE ZONED B2 USE: COMMERCIAL & INDUSTRIAL DB 831 12" I WATER MAIN_{ PG 1690 C 0G 12=WATER MAIN ----� N67'S9'18"E CONC. �183.78 - - - DEMO OF EX. F.H. LANDSCAPE / - - - -- -- -- -- ..- -:- ,1;. -. EX. CIS1 AREA / i �- - - •705 BURGER KING 'p ,__; I DEMO OF __ - - P� J i ; � -_._ \__> __ -- - _ �- - - _r ; i ;.,- - --(i : / DRIVE THRU SIGN - 13I EX. CG /; �1R.�- C.O�L P - - o; ; = -�- - - Ji \ 1 SAWCU PAVEMENTzi I ', (T.B0 LIP R.) { CG-6 CONC. S/W\ SAWCUT \ , A/C PAVEMENT �+ 1 ' LANDSCAPE I I -UNIT DEMO OF A PORTI N AREA �I _ ❑ / I ICURB INLET I \ - --0�THE EXISTIN k STAIR 1 _ _ O� /O 1 MH TOP-704.82 I I� CANOPY AND RAIS D WELL �,c ^ 1 - - - - 10 ISLAND (SEE ARCH. D GS.) r1r�+ rzz z r3r1 I - - INV. IN=698.54(24" RCP) I I u - _ - _ 04.9 ':' ' BB&T Y"I EX. 1"2i/L _ 9 INV. IN=698.63(12" RCP)Uj I I _ INV. OUT=698.50(24" RCP) - z Q - C/O 1 If L P FIRST VIRGINIA BANK STORM GRATE TOP=703.70 U/P 3W18 ks M 103.36 D I �0WATER VAULT 3 4�ANHOLE / � .2 __ ---�= I 0 a w { ` ',i 0 643 AC �1 - s {, j ----N OI', I 0LU II 14 1-_ r ` 10 L/R ---- 0,3 AIR PUMP �;-- U)-O� c •I JL ---- {' - 4_- U \ EXHAUST _ - o Zj- - EXISTING 1 STORY ATM]' DRIVE RAISED CONC/ I k� <+' LANDSCAPE FAN �jO BRICK BANK BLDG. THRU ISLAND I AREA I I S W/ 1 ' OVERHANG - - GAS PUMP- - - - tt, - - - _ REMOVE FFE=705.93 O`er �0 I- - 1 3 tj 0 RAISED CONS H/C SIGN ��ar1 '\ Iw L ISLAND PAY PHONE CURB INLET BURGER KING MH TOP=703.89 2 SIGN INV. IN=697.70(24" RCP) / / j INV. OUT=697.58(24" RCP) / 2 STORM MH TOP=701 .51 2 f❑ �Q7 - - - - - - - - - - - - - - - - - - - - STORM MH TOP=701.28 INV. IN=696.68(24" RCP) INV. IN=697.68(42"x27" RCP) INV. OUT=697.61(42"x27" RCP) C I�/ - HLC J L�-- - CG-6R P o C1 - MAIf 31 \ CONC. S/W SIGN �I LANDSCAPE - 70�- . / I L//P 1ciq LAP AREA I I ► I LANDSCAPE N AREA -- -- I I I I �- - i CG-6R LIP I I I I " I CURB INLET LIP IMH TOP=703.43 CG-6 ,INV. INV=698.18(24" RCP) ur\IV n1I IT-FaR nR(?.i" R(-P) S67'_4_4'32'W ----- 83 70' U/GT L.UI\U IIVLCI MH TOP=701.85 INV. IN=697.60(42"x27" RCP) INV. OUT=697.60(42"x27" RCP) CURB INLET MH TOP=701.72 INV. IN=697.75(42"x27" RCP) INV. OUT=697.71 (42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH 1 1 1 1 END SECTION INV. IN=698.10 (42"x27" RCP) ML :11 TRIAD ENGINEERING, INC. y 0 c� 3 o � 0 0 0 I o I cV \ \ 00 U C W 0 0 0 N II o 4- o ° v v U 0 -j (n c N p 30 v 0 Y Q U • `]^ 0 / (O N NcO i>NoE Z -�Q .0 O U* J�z'" � Joy ; U �> O Q o •° J w -QLLJ U V u_ 0 Ld cro o LL ►N= 0 O - z� J �_ CL Q z LU > > Q � CO z w Q w J adz z O w a c� CD O M co x °a w =Q� �m wQ Cn II.-: wN U z E oF`llip UDENNIE D. DUNLAP IH> No. 035809 A, � 9IDEs 3 4i ti �SNAL PROFESSIONAL SEAL � Q = Z_ Z C m m w Z J F- Q Q =) La M 0 Z U 0 H Y N V_ F_ Z X 46 I w V.-Lj m m W/ LL_ Z Q Z O F_ J O M I.d 0 Drawing 20 0 20 40 g0 Number: SCALE: 1 '-20' C-4 Job No.:07-03-0341 a GENERAL NOTES: EROSION & SEDIMENT CONTROL FEATURES: / - 1. See architectural drawings for canopy construction ACF ENVIRONMENTAL details and dimensions. (VDOT APPROVED GEOSYNTHETIC PRODUCTS) 2. See architectural drawings for bollard details. CONTACT: ROBERT R. CONNELLY II / 1240 TAHOE COURT / VA 22801-8659 3. See sheet C-6 for new striping plan. HARRISONBURG, / / 4. Total disturbed area equals 5,000 s.f.f. An Erosion SALES 800-448-3636 LOCAL 540-448-1423 - ' SAN. SEW. MH 96 and Sediment Control Narrative is not required. FAX 540-438-0533 , - / TOP=704. MOBILE 540-246-3801 , / STRUCTURE FILLED / - WITH WATER / 5. All dimensions are to face of curb unless otherwise IP =ACF ENVIRONMENTAL , specified. GB GUTTERBUDDY INLET PROTECTION / 6. Contractor is responsible for verifying the location of GB =ACF ENVIRONMENTAL-. - all existing utilities prior to construction. GUTTERBUDDY 7. Existing light fixtures to be relocated are to be / reused at the new locations. Lights shall be shaded and positioned so that light will be directed away from adjoining properties. / / LEGEND: SAN. SEW. MH /// CURB INLET TOP=705.78 MH TOP=702.89 EXISTING PAVEMENT OVERLAY / INV. IN=701.72 / / INV. IN=699.1 1(24" RCP) (SEE DETAIL - SHEET C-7) INV. IN=701.60 / INV. OUT=698.94(24" RCP) INV. OUT=701 .59 THE HOLTZMAN FAMILY LIMITED / REPLACE EXISTING RELOCATED NEW PAVEMENT (SEE DETAIL - , TM 43-3-D1 \ / ELECTRIC ZONED B2 / CLEANOUT COVER / j / FIXTURES SHEET C-7) USE: COMMERCIAL & INDUSTRIAL / W/ H-20 COVER I I I I / _ DB 831 ��\ / / ✓ z + NEW TREE PG 1690 C O I U/P BW18 aS.1► , , , , , , 1 I I NEW CURB AND GUTTER TO - I MATCH EXISTINr, AREA f= "705: BURGER KING .34 -R10' DRIVE THRU SIGN C.O.- - - of NEW MIN �� - -6- H.P. 706.14 LITTLELEAF NEW CURB AND ;r - �• Q' ��' I LINDEN ID I GUTTER TO Fri- - - NI'- , y - _ _ 1 2 l � GB MATCH EXISTING z L/ P I _ W 0 CG 03 -6 CONC. S 3 - - 3g RELOCATED 'ld° A/C U - Iz yF ELECTRIC FIXTURE 11, 4/p 'UNIT I LANDSCAPE % i I I� AREA 0 I_ I Ohm no va I CURB INLET I ' I STAIR 24" RCP) ) - - - - MH TOP=704.82 WELL ^ c�� WATER VAULT - - I b r rzrz rus )04, 0,3 AN H O LE I INV. IN=698.54 i I �. r � � 9s - INV. IN=698.63(12" RCP) I I I BBBCT EX 1 BOLLARDS , oil_V L i- r I INV. OUT=698.50(24" RCP) - - - - I I C/O- ' I'tL/P = =° = FIRST VIRGINIA BANK - =Y 0.643 AC. Q AIR PUMP _ JL - - - - •. EXHAUST - _ - o '•' \, EXISTING 1 STORY ATM` DRIVE RAISED CONC/ / I �N LANDSCAPE I BRICK BANK BLDG. THRU ISVaND AREA I FAN I z BOLLARDS �-f---`f I ' _• - - I - 0s� W/ 1' OVERHANG ?©� 70 I I �� GAS PUMP- o. - Q FFE=705.93 '10 t , I- 3.6 P a RAISED CON �r�rSr1 I/ STORM GRATE I ISLAND �m� f 1H/C - F-_ 1-00 12b " WI MAI OP703.70 GMC ' PAY PHONE II CONC. S/W SIGN I� J LANDSCAPE 705- I - t P_ AREA a: a LANDSCAPE / N Q0 AREA G-6R LIMIT OF PAVEMENT I I NEW SIGN - CURB INLET BURGER KING MH TOP=703.89 j SIGN INV. IN=697.70(24" RCP) j INV. OUT=697.58(24 RCP) C STORM MH TOP-701 .51 STORM MH TOP=701.28 INV. IN=696.68(24" RCP) INV. IN=697.68(42"x27" RCP) INV. OUT=697.61 (42"x27" RCP) UNIDENTIFIED TELEPHONE 3.511 METAL PEDESTAL PIPE I I I I I I I I 12" IWATERR�MAIN_4 12_WATER MAIN - �y - � I IP I _1 _-I N67'59'18"E CONC. I LANDSCAPE 705-704 - _ . _ - .. - -706- EX F H - --- LANDSCAPE CALCULATIONS: Required: 1 Tree per 2000 SF additional impervious area Additional impervious = 1813 SF Provided: 1 New tree PA �N� SETBACK I _ 1 0 OVERLA-6RILIMIT OF PAVEMEN` L/P SETBACKY CU'FB INLETT, - 10 PARKING-_--.---_,-- OVERLAY- MH: TOP=703.43 _ _ IINV�=-69848(74 7CPT ADD VAN ACCESSIBLE ur\ni nI IT=F,QR nR( Ja Rrp) SIGN S6T44'32"W- C G- 6- U/G7 NEW SIGN - NO PARKING FIRE LANE � LANDSC/ PE \� I_, = AREA I \ BANK / - - - - - - - - - ---------- V V I\ U 1 1 N L L I MH TOP=701.85 INV. IN=697.60(42"x27" RCP) INV. OUT=697.60(42"x27" RCP) QUANTITY PLANT NAME (LA TIN) PLANT NAME (COMMON) SIZE' SPACING REMARKS > Tilia, cordoctca Littleleccf Linden 3" cat. N/A B & B Double -shredded hardwood mulch 4 "-6" deep CURB INLET MH TOP=701.72 INV. IN=697.75(42"x27" RCP) INV. OUT=697.71 (42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH NO PARKING FIRE LANE / 'G-6 SECTION INV. IN=698.10 (42"x27" RCP) 20 0 ML:11 TRIAD ENGINEERING, INC. y 0 C E E 0 U U E m O U U C d va u n o ? ` u o ° a " v `u 0 a z 01 a C m u c7 u W I�iI•IIIIIIII 0 0 L0 pe) 0 0 0 U M N 0 0 0 o I N c o o II 00 o o C v 41 v -0 v U 0 Ul � v c� C Of rn v U) U i N N � p U • L a z C) >Q �^Jw (0 (V N LLI J Z 0 r; > > ¢_ �;N Z Z U w j � E o < °U O Z W CD �a to z Q a < W- -0022Zaz Z;�O Wm0WO �<Lj Uzpapm� � 0 N r, a v� v� w Z�N w = (0 LL W Ui LL J < O W Z o 2 Z W_ _ W J F- Q 0 wU) Q z Z_ LTH of 7�A UDENNIE D. DUNLAP UP> No. 035809 9 8 / v -3 '%IVAL PROFESSIONAL SEAL Y_ CL Q Z _ V Z Q Z 0 -� CL m > m Z w Z J � Q w Z 0 �Q� Q w 0 Z v C� O= H- E- Y �cy-V ow F- Z W W m 0 �- m,W (n H Drawing 20 40 60 Number: SCALE: 1 "-20' C-5 Job No.: 07-03-034 N N CID In (o 0 0 N IB 0 rn 0 LID U rn C W a� C rn C W U 0 M 0 0 U 0) O / GENERAL NOTES: / 1. All dimensions are to face of curb unless / otherwise specified. / THE HOLTZMAN FAMILY LIMITE TM 43-3-D 1 ZONED B2 / USE: COMMERCIAL & INDUSTRI, / DB 831 PG 1690 1; / / EX. F.H. BL DRIV I NEW Cl / GUTT MATCH I I El E 1 / STRIPE PAVE W/24'-8'1 I � � --fie' US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH CURB AND TTER TO H EXISTING I W/ AAII ML:11 TRIAD ENGINEERING, INC. 0 3 0 _ (6 `t 0 o O N � O 00 U O c - 1-1 O I o O N II o w o a� v c U V) O v c O Y 3 o v t- .0) v � p U Q z c� ^ o > z ` co J (V N W J r ca J > Q LJ04 0' 1 E (nWwQZ zU > Z V J d z U ~ Z C Q J��� Q O •o O�zaz J Q _>ct �® -Qwrn(DU W z O O�Cn O V) �` w u- U) w ,0=' 0 i LL 06 M 0 O W Q _ Zo * =ZOfX J�to �m� = LLJ -� H Q 0_ 07 LLJ ~ 2 � C � LTH 0P� U DENNIE D. DUNLAP III9 No. 035809 ti �SIONAL PROFESSIONAL SEAL LLI Z Y Q CL Q � = V Z �-- Z V =) 2� LLJ m> m w Q LEGEND: J Z Z W/4" = Solid white line/Width Q Z v Y/4" = Solid yellow line/width Q Z) N Lj:2O SIGNING AND PAVEMENT NOTES: Z V All signing and pavement markings to be done in 0 = Y 8d accordance with VDOT (Road and Bridge Specifications, V dated 2002, Section 512. All pavement markings shall O be hot thermoplastic pavement markings in areas of Z Z new and existing pavement. All legends shall be hot thermoplastic. W preformed I 0 m W GENERAL SIGNAGE NOTES: m No new signs are to be constructed other than those LL- �— shown on this plan. r Drawing 20 0 20 40 60 Number: SCALE:1 "-20' 1 C-6 b No.: 07-03-03411 0 co 0 0 N 10 N O 3 CD U CM c rn c W U C7 O M O 0 U GJ .O PRIME COAT REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) NEW PAVEMENT 24" MIN. TACK COAT EXISTING PAVEMENT 12" MIN. r7/T L/1JL/L/L/ BASE COURSE 77 77 77 77 77 77 77 77 77 SUB GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT N.T.S. PAVEMENT OVERLAY DETAIL N.T.S. 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A (TO MATCH EXISTING PAVEMENT OVERLAY) NOTE: USE TYPICAL PAVEMENT SECTION OR EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 0 EXISTING PAVEMENT SECTION 2" BASE MIX BM-25.0 6" CRUSHED AGGREGATE BASE TYPE I, 21 -B COMPACTED TO 95% STANDARD PROCTOR DENSITY. SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. TYPICAL PAVEMENT SECTION DETAIL N.T.S. 1.5" s o > O e s n s D D D D D TACK COAT 2'-0" MIN. 1.5" HOT ASPHALTIC CONCRETE OVERLAY - SURFACE SM-12.5A EXISTING PAVEMENT SECTION SAW CUT THIS AREA OF EX. PAVEMENT TO BE REMOVED PRIOR TO OVERLAY AND REPLACED WITH SURFACE SM-12.5A TO MATCH EX. GUTTER. EX. CURB & GUTTER PAVEMENT OVERLAY CONTACT DETAIL N.T.S. PROVIDE PAINTED SYMBOL IN ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN, PAINT 3'-0"X3'-O" BLUE FIELD BACKGROUND WITH 3" WHITE BORDER OR AS REQUIRED BY LOCAL H.C. CODE. ,VIDE PAINT STRIPE, TRAFFIC WHITE 1u I HANDICAP USE SYMBOL N.T.S. CURB :_4 STANDARD PARKING STALL DETAIL N TS 12" FF,C, LANE 4.5" �1 NOTES: 1. AT THE BEGINNING AND END OF THE FIRE LANE. THE SIGN SHALL HAVE A SINGLE HEADED ARROW POINTING IN THE DIRECTION THE REGULATION IS IN EFFECT. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE HEADED ARROWS POINTING IN BOTH DIRECTIONS. 2. THE MAXIMUM SPACING OF THE SIGNS SHALL BE 10)0', CONTINGENT UPON TRAFFIC ENGINEERING'S REVIEW AND REPORT. 3. THE SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30' NOR MORE THAN 45' WITH THE CURB OR LINE OF TRAFFIC FLOW. 4. THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE 7 FEET. THERE SHALL BE NO OTHER SIGNS ATTACHED TO THE SIGN OR SIGN POLE. 5. THE SIGN PLATE SHALL BE A MINIMUM OF 12" X 18" WITH A THICKNESS OF 0.80". 6. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED REFLECTIVE LEGEND. USE THE STANDARD MUTCD R8-31. SIGN DETAIL N.T.S. (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. 6' WIDE SIDEWALK 2.0' (� o N 8.0' ( 8.0' I - HANDICAP PARKING STALL N.T.S. EX. HANDICAP RAMP v - ° 4 " PLACE ASPHALT FILL FROM PAVEMENT TO RAMP. MATCH EXISTING RAMP AND SIDEWALK 4 a GRADES. v . v HANDICAP RAMP DETAIL N.T.S. 2" R D __ 6" EX. 6' WIDE SIDEWALK NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. r s o O O 6 0 0 0 6 7,. 6" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. COMBINATI❑N 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION �L :11 TRIAD ENGINEERING, INC. 0 0 0 c E E 0 U .y O C V O c i3 0 a O� U O m ; o 0 oa C c 0 .y c� J O O U O N U O o I O O 1-1 N O O O C .n v 0 U U O � c _j O O' 3 O V F- v � p U L Q z O > Z ^ cD W04 0 I 0� Z I > > a W N (n U w Q Z Wz Q U O g a Z (n fr' c QoZj�ZQ WZUth LL_�'3 U�Ow� ZQuo a z _j �Q��, ,�o® WZ�ofO 0C)V) m UpOmU) LLv7�cnLU ZN O W coo `° LL or-06 Z W O W Q Z * Z _ W o U') = 0�' m CJ _ IL W ---i � Q Q cn w c' cn QU z_ �LTH pp !N fl �� U DENNIE D. DUNLAP HV> -o No. 035809 S 9 �K��3 1 SIpNAL PROFESSIONAL SEAL Y Q Z U U U Z�/�_ m m Z r n V I —� Z J Q Q O LiV Z W O=Y N O Z W 0 /� W �� W cy- /yam lr_ U_ I�..i� Drawing Number: C-7 Job No.:07-03-0341 LO Lp 0 0 0 N 00 N 00 0 C� 0 r O U m c c W U 0 M O ti 0 U O PROJECT LOCATION GAINESBORO MAGISTERIAL DISTRICT o de V I R G I N I A OWNER /DIEVEILOPIER BB & Y, c/o First Virginia dank, Inc. 6400 Arlington Blvd. FALLS CHURCH, VIRGINIA 22042 PHONE: (703) 241 —4455 StT PLAN f or BB&T STON WALL BRANCH cl, n Y �1 y F k F_ �1 —NORTH i MARTINSBURG PIKE GAINESBORO MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRINIA TRIAD PROJECT NUMBER 07-03-0341 INDEX OF SLEETS DESCRIPTION SHEET NO. COVERSHEET.........................................................................0 —1 NOTES & LEGEND..................................................................C-2 EXISTING CONDITIONS............................................................. — 3 DEMOLITION PLAN..................................................................0 — 4 SITE & GRADING PLAN ......................................................... C — 5 STRIPING & SIGNAGE PLAN ................................................. C — 6 DETAILS...................................................................................C-7 I,TH of �DENNIE D. DUNLAP fH> No. 035809 ti �SIoNAL I M O N 67 5. T.- �,Pw I I PIN 090 e,. VICINITY MAP 1 '° = 500' SITE PLAN REVIEW SUB1vI:SSION - 08/04/2003 REStBMITTED - 08/28/2003 RESUBMITTED - 09/08/2003 SIT P41 VED 0 ) Approved by the Zoning Administrator Loning aaministrator zagnature uate Note: Site plan is valid until 5 years after approval date. i> ENGINEERING, INC. www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office@)triad—winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: officeC triadengineering.net GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 Ilb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17.. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrade free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. FCSA CONSTRUCTION NOTES: 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is resonsible for the installation of water meters through 2" in size. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar; 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar to 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 responsibility to have the meter box assembly installed correctly. 5. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap; (2) pay deposit (before work begins); (3) make the location of the tap; (4) make final payment when the work is completed. ABBREVIATIONS ARCH. ARCHITECT C/0 CLEAN OUT CONC. CONCRETE CG CURB & GUTTER E.P. EDGE OF PAVEMENT EL. ELEVATION EX. EXISTING F.F.E. FINISHED FLOOR ELEVATION F.H. FIRE HYDRANT H/C HANDICAP H.P. HIGH POINT INV. INVERT L/P LIGHT POLE LT. LEFT MH MANHOLE MIN. MINIMUM 0/HE OVERHEAD ELECTRIC R RADIUS RCP REINFORCED CONCRETE PIPE RT. RIGHT SAN. SEW. SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER S/W SIDEWALK S.F. SQUARE FEET STR. STRUCTURE T.B.R. TO BE RELOCATED T/C TOP OF CURB U/GT UNDERGROUND TELEPHONE U/P UTILITY' POLE W/L WATER LINE BUILDING INPOIRMATION TOTAL FLOOR AREA: TOTAL LOT AREA: FLOOR AREA RATIO: HEIGHT OF BUILDING 2733 s.f. 28,028.91 s.f. FAR = 0.0975 EXISTING BUILDING HEIGHT IS LESS THAN 35' �L:ql TRIAD ENGINEERING, INC. LEGEND to 0 EXISTING PROPOSED CURB SIDEWALKS I 0 a m 0 HANDICAP RAMP "n 's CONCRETE PAD L :___--A m F_ __1 BUILDINGS o L--J o 0 � o w J Q O cV 1 U O N O 6 c 1 n o + ORNAMENTAL TREE 00 0 - �«- 0 o c Z +j v 0 - o � U 0 c% SHRUB c 3 v a� - - - - - - PROPERTY LINE o E--____� STORM SEWER 6 Z_ Q - - - 2900 - - - 2900 INDEX CONTOURcz-� WQ - -2898- - 2898 INTERMEDIATE CONTOUR `^ o c� > z SPOT ELEVATION (V V (V N 01 Z � J __J J > > Q 2893.66 t �wN� J H Z 0 (nUw<Z 000=) Q OZ`nc LLJ ZZ� 3:a _J Za>o2 > 0 �a�°'� WZQOO UOOmv) 'i 0 (n r LL Cn w w /04 0=to Z 0OfuLL Of ad w< O Z O W 2 Z_ m" PARKING ANALYSIS X W J Off-street parking required per section 165-27(A) ° C of the Frederick County Code: Q v N Q z Bank: 1 space per 250 sf of floor space 2733 sf/250 = 11 spaces required 12 spaces provided (including 1-Handicap Van Accessible) ,4 1-TH op v DENNIE D. DUNLAP 1 > No. 035809 y/it/,j3 4' ti `SIONAL PROFESSIONAL SEAL Y Q SITE PLAN NOTES: � _ Z 1. Total area: 0.643 Ac. V V' 2. Zoning: B-2 0 3. Existing Use: Bank Z Z 4. Proposed Use: Bank Q ; W 5. 6. Property Identification (PIN #): 43-3-D Building Setback Requirements: m !^ m N V Front = 50' (US Rte 1 1) W Side = N/A Z I Rear = N/A J Z 7. Building Setbacks Provided: Q Front = 46.58' (Existing) Q Side = 33.94' (To future canopy) O Z Rear = 53.72' (Existing) W (� 8. Parking Setback Requirements: Z Q Front = 10' O = Y Side = 5' W V Side = 5' Rear = 5' O W W 9. Open Space Requirements: Z LLJ Required: ks O 15% = (0.15*0.643 ac.) = 0.096 Ac. W Provided: (Pre -construction) m V_ W_ Z 0.173 Ac. = 26.9% m LL_ Provided: (Post -construction) 0.131 Ac. = 20.4% Drawing Number: C-2 ob No.:07-03-0341 n rn M O 0 C N Co tV Co 0 c� 0 N 0 U rn c a� c c w U M 0 Cn 0 0 y U i7 CURRENT OWNER: BB&T C/o FIRST VIRGINIA BANK, INC. REF: DEED BOOK 485 PAGE 183 TM 43-((3))-D ZONE: B-2 / USE: COMMERCIAL & INDUSTRIAL SANSEWMH / / . . / / TOP=704.96 / / - STRUCTURE FILLED / WITH WATER / SAN. SEW. MH / CURB INLET TOP=705.78 / / MH TOP=702.89 I INV. IN=701 .72 / INV. IN=699.1 1 (24" RCP) VOUT=701 .59 �/ INV. OUT=698.94(24" RCP) INV EL THE HOLTZMAN FAMILY LIMITED / 3N5"E METAL D PEDEA�Z' I TM 43-3-D1 \ // PIPE ZONED B2 // /� / I I I I I USE: COMMERCIAL & INDUSTRIALDB 83112" WATER MAIN_PG 1690 I12" WATER MAIN�c.0_;;.- •/� �-IIIIICONC.7 59 18 E P- _--183.78'_EX. F.H. LANDSCAPE`a -AREA•705BURGER KING L/P DRIVE THRU SIGN I3/-'/ C.O- (DL P rn-6 NzlC� L/P CONC. S/WL/PCG-6 LANDSCAPE UNITAREACURB INLET I I STAIRMH TOP=704.82 I 10 LELL r�INV. IN=698.54(24" RCP) III Icn BB&T EX. 1" L64 9g INV. IN=698.63(12" RCP)'/ TEPH EX. F.H. U/P 3W18 M 63.36D U--- Izy�WATER VAULT ,34�ANHOLE _INV. OUT=698.50(24" RCP) - - I I C/OTf /,► ; FIRST VIRGINIA BANK0' 0.6 4 3 AC. AIR PUMP I �.� L: EXISTING 1 STORY ATM DRIVE RAISED CONC W� +, LANDSCAPE EXHAUST o - - - - IAREA FAN � BRICK BANK BLDG. THRU ISLAND IW/ 1' OVERHANG - - �4GAS PUMP `IL ---- 101 ' �)�FFE=705.93 I 3 STORM GRATE TOP=703.70PAY PHONE CURB INLETBURGER KING MH TOP=703.89 SIGN INV. IN=697.70(24" RCP) INV. OUT=697.58(24RPSTORM MH TOP=701.51� - -------- -------- -------------------STORM MH TOP=701.28 INV. IN=696.68(24" RCP) INV. IN=697.68(42"x27" RCP) INV. OUT=697.61(42"x27" RCP) RAISED CON]IISLAND H/C12" W/ CG-6R b MAII CONC. S W -/SIGN LANDSCAPE jp L'%P I NAREA�`'f_ 1I LANDSCAPE L�PI c0. I � II T AREA1 CG-6R `�`' CG-6R L/PCURB INLET L/PIN4H TOP=703.43 --iCG-E IINV. IN=698.18(24" RCP) IIN\/ ni]T=FqR nR(?4" R(,P) S67'44'32"W183.79- -eG-6- __- --,I0 U/GT I..URD IIN LCI MH TOP=701.85 INV. IN=697.60(42"x27" RCP) INV. OUT=697.60(42"x27" RCP) CURB INLET MH TOP=701.72 INV. IN=697.75(42"x27" RCP) INV. OUT=697.71(42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH `�END SECTION INV. IN=698.10 (42"x27" RCP) 20 O 20 40 6o SCALE:1 "_20' �L :11 TRIAD ENGINEERING, INC 0 n 0 0 00 N U C O \N0 o00 0It o � 6 c-0 D U (no C3 cl � 3 o U • z z (VN Jto ^J 0EZwwaQ Q i>N01 Uz Oa�zz3_0z c0z :z� V , w> O?zQa Qw �®WU O0 c/ r; ° LL O C50= 0 LL FE z cOD 0 O = zLo gymW Ja_ Nw cn`nz � I�,LTH pF UDENNIE D. DUNLAP III> No. 035809 1-0 .�SIpNAL E&/ PROFESSIONAL SEAL YCZZwoZ Q � W O W M>cnZF- Z j O w � OZ U O- �--- Y Z SOUF- Z Ld(/')� 1 0mT_WX m,- W W Drawing Number: C-3 Job No.:07-03-0341 N 0 LO 66 0 cn 0 0 N N ao 0 0 M 0 U rn w U co O M O 0 U O .Q GENERAL NOTES: 1. See architectural drawings for details of canopy demolition. 2. Contractor to determine use of unidentified 3.5" metal pipe located in North Central quadrant of property prior to construction. Pipe to be relocated if necessary. 3. T.B.R. = To be relocated. - / SAN. SEW. MH / / TOP=704.96 / / STRUCTURE FILLED / - WITH WATER / / / SAN. SEW. MH / CURB INLET TOP=705.78 / / MH TOP=702.89 / INV. IN=701 .72 / INV. IN=699.1 1 (24" RCP) INV. IN=701.60 INV. OUT=698.94(24" RCP) INV. OUT=701 .59 UNIDENTIFIED THE HOLTZMAN FAMILY LIMITED I / / 3 5 METAL TM 43-3-D1 \ / / PIPE TELEPHONE PEDESTAL ZONED B2 USE: COMMERCIAL & INDUSTRIAL / DB 831 12" IVVATER MAIN �EX I I PG 1690 -I - 12" WATER MAIN - /.0. �- -- I _-------- -�- �-- -�-`:F .-_I_--� I I I I I Iv�G / N67'59 1 Z65 ` CONC. / I 183.78--- --DEMO OF EX. F.H. LANDSCAPE - - - -- -- - -- - - �- - - ' / EX. CG AREA /i--- .705-_-\_ -- - BURGER KING ' I I DEMO OF _ UP r \ \ IDRIVE THRU SIGN 13I EX. CG C.O� - UP MIN 7- \I /--tn // / 11 NI / i - %� SAWCU' PAVEMENT zl zz I/ it L/❑ L P RBR.) CG-6 CONC. S/W SAWCUT \ �\ / - A/C PAVEMENT I '. i I 1 DEMO OF A PORTI N LANDSCAPE UNIT � / - OFTHE EXISTIN k AREA - STAIR CURB INLET I I� CANOPY AND RAIS D �c MH TOP=704.82 I WELL _ ISLAND (SEE ARCH. D GS.) INV. IN=698.54(24" RCP) I I Icr - - - - i '_ BBBcT 04 9g INV. IN=698.63(12" RCP) I I v EX. 1'L INV. OUT=698.50(24" RCP) - - - I I I z F- C/o L,tL/P FIRST VIRGINIA BANK III j,• / ;' - -� I ❑ a w �' > ,.,i 0 643 AC II a•} I N , i i F.H. U/P 3W 18 I M �03, 3g > _ I WATER VAULT I '3 '�ANHOLE I -rLU- `I III I l r I I --iO L/R; ---- I --,-- I �-fl_ � 'I �II �.�' •I 1 45� AIR PUMP \ JL ---- ---- EXHAUST _ - - I o U LU - \ EXISTING 1 STORY ATM ' DRIVE RAISED CONC/ I WN +: LANDSCAPE FAN BRICK BANK BLDG. THRU ISLAND I AREA W/ 1 ' OVERHANG GAS PUMP_ - - - _ - - _ REMOVE FFE=705.93 Oh 10 I� I'3 I RAISED CONS H/C SIGN �/277= '1 �' Iw 0 /P IS ND �J ( " STORM GRATE TOP=703.70 PAY PHONE CURB INLET _ MH TOP=703.89 INV. IN=697.70(24" RCP) j INV. OUT=697.58(24" RCP) STORM MH TOP=701 .51 --s _- - - - - - - - - - - - - - - - - - - - STORM MH TOP=701.28 INV. IN=696.68(24" RCP) INV. IN=697.68(42"x27" RCP) INV. OUT=697.61 (42"x27" RCP) BURGER KING SIGN 0 H/C oIl MP L_ - 12 W- C. LiL - - - 'R b CG- CONC. S/W ❑ I GMC MAIf JI _ LANDSCAPE -IT 705 �� I L.�p I N SIGN AREA I I I LANDSCAPE N L;P `° AREA I I I I I. CG-6R - - --- U I I I ❑ 0 L/ I I I I I CURB INLET CG-6R L/P ' IMH TOP=703.43 IINV. IN=698.18(24" RCP) only nI IT-FaR nu(?a" Q(-P) S6T_44'32"W . - -- 183.79'_- �G-6- - - -- -__ ;; ❑ P/ U/GT ------------- UUI\U 11VLLI MH TOP=701.85 INV. IN=697.60(42"x27" RCP) INV. OUT=697.60(42"x27" RCP) CURB INLET MH TOP=701.72 INV. IN=697.75(42"x27" RCP) INV. OUT=697.71 (42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH 1 1 I I -t END SECTION ' INV. IN=698.10 (42"x27" RCP) 20 O 20 40 60 SCALE: 1 "-20' �:JJA L TRIAD ENGINEERING, INC. 0 U o � 0 0 0 I O N O co I U O c M O I o O N II r O o ui � U _O (n � p U � O tD N N IF O N cC • i>N of E Z - ° 0 J0Z U') 6 ~ Joy 3 U �> O ►Q O•° -1 >� 0- W ♦.QL'i U U ♦ON n»FL O w co p LL ►N= 0O z p " J _ d Q Z U Z Lu > > Q J F Z w¢ J Z Cn Qr 3: Z 0 Z �za- CO co2U) w =ace �m LLI Q Cn w Cn U _z 04p"" UDENNEE D. DUNLAP II> No. 035809 47 ti �SIONAL F' PROFESSIONAL SEAL Z O J Oc L Ld 0 Drawing Number: C-4 Job No.:07-03-0341 GENERAL NOTES: EROSION & SEDIMENT CONTROL FEATURES: 1. See architectural drawings for canopy construction ACF ENVIRONMENTAL details and dimensions. (VDOT APPROVED GEOSYNTHETIC PRODUCTS) , 2. See architectural drawings for bollard details. CONTACT: ROBERT R. CONNELLY 11 / 1240 TAHOE COURT 3. See sheet C-6 for new striping plan. HARRISONBURG, VA 22801-8659 SALES 800-448-3636 / / SAN. SEW. MH 4. Total disturbed area equals 5,000 s.f.f. An Erosion LOCAL 540-438-1423 - 96 / and Sediment Control Narrative is not required. FAX 540-438-0533 -' / TOP=704./ MOBILE 540-246-3801 - / STRUCTURE FILLED 5. All dimensions are to face of curb unless otherwise IIPB =ACF ENVIRONMENTAL / WITH WATER / specified. GUTTERBUDDY INLET PROTECTION / 6. Contractor is responsible for verifying the location of GB =ACF ENVIRONMENTAL all existing utilities prior to construction. GUTTERBUDDY _\""'\ 7. Existing light fixtures to be relocated are to be / EXF.H. reused at the new locations. Lights shall be shaded - / I . and positioned so that light will be directed away from adjoining properties. / / LEGEND: SAN. SEW. MH /// CURB INLET TOP=705.78 / MH TOP=702.89 EXISTING PAVEMENT OVERLAY / INV. IN=701.72 / INV. IN=699.1 1(24" RCP) I (SEE DETAIL - SHEET C-7) INV V. IN=701 .59 �/ INV. OUT=698.94(24" RCP) TELEPHONE UNIDENTIFIED I U/P THE HOLTZMAN FAMILY LIMITED // RELOCATED 3.5" METAL PEDESTAL BW18 NEW PAVEMENT (SEE DETAIL - TM 43-3-D1 / REPLACE EXISTING ELECTRIC PIPE ZONED B2 / CLEANOUT COVER r j FIXTURES I I 1 SHEET C-7) USE: COMMERCIAL & INDUSTRIAL / W/ H-20 COVER I �� i i I I I I I I I DB 831 ram\ / C.O. X/ I-- -� 12" IWATER�MAIN� I / + NEW TREE PG 1 690 I I I I G / ' 12" WATER MAIN i � - � ti IP I "1 - I I 1 , , 1 \ , 1 I I CONC. N67'5918"E �-C P/ -_ - - - NEW CURB AND I _- EX. F.H. LANDSCAPE 705-704 - - 706 PA ING -SETBACK j GUTTER TO AREA -�=- �p : - - - MATCH EXISTING TING - - 705:`s I BURGER KING .34 I / DRIVE THRU SIGN 13I_ �- i r - -- �_-R10'_ r'� C.O. "� _ NEW IN r ro N �� / - - 6 H.P 7 706.14 I ` I-LITTLELEAF NEW CURB AND _ Q q� LINDEN ID / GUTTER TO - 2 M GB m MATCH EXISTING _ Z1 1 L/P o CG-6 CONC. SSW �0,3 D I RELOCATED _ ` _ �� i A/ ELECTRIC FIXTURE I u!p LANDSCAPE }UNIT -- I - AREA I 0 40� IMHT��r��r-,- TT_ f -i�p-/ ^✓ � ,s I / -WAT-ER -VAULT TOP=704.82 - - GB ELL ->004CURB INLET STAIR INV. IN=698.54 24' RCP 9�ANHOLE INV. IN=698.63(12" RCP) BB&T EX 1" L_BOLLARDS IINV. OUT=698.50(24 RCP) C/o I - y _ t/P . FIRST VIRGINIA BANKj- I I 0.643 AC.tI 1 �fj .: `�'' - - - - I Q >p4 Sg L/ R �03 AIR PUMP � S4 ` EXHAUST _ - o `•y EXISTING 1 STORY �{ ATM • DRIVE RAISED CONCj! I vN :' LANDSCAPE I BRICK BANK BLDG. ✓ THRU ISLAND FAN I I AREA I I Z BOLLARDS �-�- -+- GAS PUMP- - - - I i� OS` W/ 1' OVERHANG 7©4 10 />0 Q FFE=705.93 O 6 P I la RAISED CONS mJaL��L1zr�saz�azl 1 iw 36 / ISLAND - H C - O 12" W� STORM GRATE I ;n / t o b I- - ____ �. _ _ -J L�-- CG 6R I MAII tn TOP=703.70 PAY PHONE I CONC. S/W 1 GMC I_ JI - SIGN LANDSCAPE 705 QJ AREA CK;- LANDSCAPE i t JL �n L� P c0 - .,, t. I AREA G-6R b- v , f`- - - %u LIMIT OF PAVEMENT I 1 NEW SIGN - j - -' OVERLAY NO PARKING -6R LIMIT F L/P y j L/P ETBACK I FIRE LANE O PAVEMENT CURB INLET BURGER KING CURB INLET , - 10 PARKING S - --- IMH: TOP=703.43 OVERLAY ---- - - - - - - - - - - - -' CG_6 MH TOP=703.89 SIGN - INV. IN=697.70(24" RCP) 1INVL-tN �98�8(74 CPT ADD VAN ACCESSIBLE ( ) - IINV. OUT698.08(24 _ RCP) SIGN _ S67'_44'32"W _ INV. OUT=697.58 24" RCP = _ _ -- ----�- P j - - - - -- -- -- _ - - -- 0 183.79' -C-G-- 6- / - -- -- f- - - -- - - - - J ( TELEPHONE U GT PEDESTAL U/GT NEW SIGN - m m NO PARKING \ FIRE LANE LANDSCAPE / AREA STORM MH / / \ ' _ BANK TOP=701 .51 r [ END SECTION T\ -- ---- ------ - - - -------------� r---------- - ----- f-���'�-- _----- INV. IN=698.10 - �yo�- -- -, STORM MH TOP=701.28 INV. IN=696.68(24" RCP) INV. IN=697.68(42"x27" RCP) INV. OUT=697.61 (42"x27" RCP) LANDSCAPE CALCULATIONS: Required: 1 Tree per 2000 SF additional impervious area Additional impervious = 1813 SF Provided: 1 New tree l-Uf\D IINLGI MH TOP=701.85 INV. IN=697.60(42"x27" RCP) INV. OUT=697.60(42"x27" RCP) CQUANTITY PLANT NAME (LA TINS PLANT NAME (COMMON) ,SIZE SPACING REMARKS > Tilia cordcctcc Littleleaf Linden 3" cat. N/A B ac B Double -shredded hardwood mulch 4 "-6" deep CURB INLET MH TOP=701.72 INV. I1\1=697.75(42"x27" RCP) INV. OUT=697.71 (42"x27" RCP) US ROUTE 11 / VA ROUTE 37 MARTINSBURG PIKE POSTED SPEED LIMIT 45 MPH (42"x27" RCP) 20 O 20 40 60 EMMENEEM SCALE: 1 "-20' ML:11 TRIAD ENGINEERING, INC. m 0 0 E III-illlllll (7 o � LO V) 0 0 1 U IM CV \ d O 00 0 O O O N II o o hi v o c v v U 0 (n v c rn p c� D 0 v V) U • L a z a > l♦^Jw V (�J N J Q' Z 0 1 N "a W W (n W W Q Z 7 QJ �CQt00 WpZ'� O��>->- d Z v) 3 o W WoW z ZQw°cr IL �'0UOpmO 1 9 LL N VONr,- O ILL, 04 W°Ui W LL L LJ<Z01=Z'= Z W U-) 3: gy a. W -� Q U) W f- xU) Q U z o4.-o ,TH of L:A P'. UDENNIE D. DUNLAP III No. 035809 � y � 8 Aj 3 ti �SIoNAL E PROFESSIONAL SEAL Y (L Q Z _ Z Q V Z J mM> N V !!^^ Z� Z � Q W Z 0 �Q� Q La 2 0 of Z V 0 �F--Y V)C Y_V 86 W W m W �-- m CX N LL_ F- Drawing Number: C-5 Job No.: 07-03-034 CO M N 11� O M O O N 00 fV O O 3 co O U rn c a) W c rn c w a7 U v M O cM O ti O 4 U a) 0 PRIME COAT NEW PAVEMENT BASE SUB REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) 24" MIN. TACK COAT EXISTING PAVEMENT 12" MIN. LL/L/L/L/ COURSE 7777777 77 77 77 77 77 77 77 77 77 GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT N.T.S. Tory rnAT PAVEMENT OVERLAY DETAIL N.T.S. 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-1 2.5A (TO MATCH EXISTING PAVEMENT OVERLAY) NOTE: USE TYPICAL PAVEMENT SECTION OR EXISTING PAVEMENT SECTION, WHICHEVER IS GREATER. 0 EXISTING PAVEMENT SECTION �2" BASE MIX BM-25.0 CRUSHED AGGREGATE BASE TYPE I, 21 -B COMPACTED TO 95% STANDARD PROCTOR DENSITY. SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. TYPICAL PAVEMENT SECTION DETAIL N.T.S. 1.5" D D D D 15 O O O O O O O O O O p O TACK COAT 2'-0" MIN. 1.5" HOT ASPHALTIC CONCRETE OVERLAY - SURFACE SM-12.5A EXISTING PAVEMENT SECTION SAW CUT THIS AREA OF EX. PAVEMENT TO BE REMOVED PRIOR TO OVERLAY AND REPLACED WITH SURFACE SM-12.5A TO MATCH EX. GUTTER. EX. CURB & GUTTER PAVEMENT OVERLAY CONTACT DETAIL N.T.S. PROVIDE PAINTED SYMBOL IN ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN, PAINT 3'-0"X3'-O" BLUE FIELD BACKGROUND WITH 3" WHITE BORDER OR AS REQUIRED BY LOCAL H.C. CODE. NIDE PAINT STRIPE, TRAFFIC : WHITE HANDICAP USE SYMBOL N.T.S. CURB d STANDARD PARKING STALL DETAIL N TS 1 2' 2.5 F R E LANE 4.5" �1 1. AT THE BEGINNING AND END OF THE FIRE LANE. THE SIGN SHALL HAVE A SINGLE HEADED ARROW POINTING IN THE DIRECTION THE REGULATION IS IN EFFECT. THE INTERMEDIATE SIGNS SHALL HAVE DOUBLE HEADED ARROWS POINTING IN BOTH DIRECTIONS. 2. THE MAXIMUM SPACING OF THE SIGNS SHALL BE 100', CONTINGENT UPON TRAFFIC ENGINEERING'S REVIEW AND REPORT. 3. THE SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS THAN 30' NOR MORE THAN 45' WITH THE CURB OR LINE OF TRAFFIC FLOW. 4. THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE 7 FEET. THERE SHALL BE NO OTHER SIGNS ATTACHED TO THE SIGN OR SIGN POLE. 5. THE SIGN PLATE SHALL BE A MINIMUM OF 112" X 18" WITH A THICKNESS OF 0.80". 6. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED REFLECTIVE LEGEhJD. USE THE STANDARD MUTCD R8-31. SIGN DETAIL N.T.S. (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. 6' WIDE SIDEWALK 8.0' 8.0' -I HANDICAP PARKING STALL N.T.S. EX. HANDICAP RAMP IEX. 6' WIDE SIDEWALK d d "- PLACE ASPHALT FILL FROM PAVEMENT TO RAMP. MATCH EXISTING RAMP AND SIDEWALK a d GRADES, a a HANDICAP RAMP DETAIL N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. s o > o Q o o a 7„ p D D D D o 6" 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. COMBINATI❑N 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION ML :11 TRIAD ENGINEERING, INC. 0 m c � N N c E E 0 �N O O c = O n a, U - o 3 0 m m o > 0 0 n c c 0 cr U Ljj t\ O O U I O pig N U � O 0 o I 0 C t\ o O a) O 00 Z O O c: o o U cn � T T � _ c O Y 3 W O U U L z > z ^ NN W Ur v Cj J_ ZO I � > > Q Ld N * (n Z c W w Q z N O o Z > J W' Q I..�QQ � u U z O Z cn ct n � z v�ow� 0 Q WUZ"'; Z>�0—WZ p--> O�Zaz J 0 m 0 0ry 0 H l�QWrn� U) 002 w�w p�cn VC) ZNU O W ca o U_ O Y� 06 z Uj "' W o � Q _ mco � 0 _ Q o U) U) Qw Q z z_ DEID. DULAP ti III avNS3509No0 PROFESSIONAL SEAL Uj Y Q CL Z Z�/�_ m �M V I ` J F-- Z J aa� Q W U W Z O=Y 0 N O 0 cd L�J W r� M r L.L Drawing Number: C-7 Job No.:07-03-0341 Lp O c'M 0 0 N 00 N 00 0 U 0 ti O U c m c .rn c w a U CO 0 O ti 0 U O