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HomeMy WebLinkAbout15-02 Winchester Aquarium & Pet Center, LLC - Shawnee - Backfile (2)A I 4�c­V 16 L,. ✓�i'� n1 AP tg Z EXISTING INTERMEDIATE CONTOUR -- --- - --- - - -332 ,-..,_„ ,,._ ..- `-" "-- 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 - 33® - County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 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 Y EXISTING EDGE �F PAVEMENT �x �� - - --- 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 the responsibilities contained in the Virginia Erosion and Sediment PROPOSED EDGE OF PAVEMENT EX Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational EXISTING CURB AND GUTTER A CeG CITY OF 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety &Health Administration and VOSH Rules &Regulations. PROP esG UJfNCNESTER (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 � Q% � to M �-b TRANS CG-b R � 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. TRANSITION FROM CG-6 TO CG-6R �V M required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's � Co 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held Januar 1994 or latest edition of Road & Bride S ecifications, Section 104.04-C. Yo ( ) g P EXISTING TELEPHONE LINE --�--------------- �°� C. 0CjTCC °° LO with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T I rn 0 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP Costello Drive cat Z x responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER 15 RCP � _ to CV Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. Ir V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER S auq 0 o �. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. 4 r w GENERAL NOTES VDOT GENERAL NO TES LL'GL'ND VICINITY M SITE '4- col n �! � 3. NOTE THE REQUIREMENTS IN CHAPTER x, ! GIL EX, ; RAP , l S0,AL D'TCH (^' UJ1:'E 5-0TTO^? PX, 30' I.JRNG. ES!'17. 2' SCUPPER (SEE DETAIL THIS SHEET) PHASE 2 T PHASE I N/F TRU5TEE5 OF THE NORA GAR5ER TRUST A. TM 64 ((8)) LOT 8A ZONE: 52 Z USE: VACANT 0 INV= 112.00 �Z PROP. GAS METER' `p 45' BEND m INV= 111.14� PROP. GAS LINE TEMP. WHEELSTOPS TO BE REMOVED AT TIME ADJACENT LOT IS DEVELOPED AND INTERPARCEL CONNECTOR IS - CONSTRUCTED. FUTURE INTER -PARCEL CONNECTOR EnyX.5Nk p�� } Ek ' �1 L-. r'v r=ii��l/!,.'M»Y'i Ti i V1M li i IiU4. 1 IN �4 d 20 10 0 20 40 SCALE: 1 " = 20' r' N/F WINCHESTER MEDICAL CENTER, INC. TM 64 (l A)) LOT 4J DB. 801, PG. 231 ZONE: B2 USE: VACANT 32(ob0' (tOTAL) PROP. ONE STORY BUILDING ADDITION ._ IC-P ± POLE N/F THE PRICE COMPANY TM 64 (l8)) LOT 1 D.B. 82S, PCs. 481 ZONE: B2 USE: RETAIL SALES E IRE EX, OLLAR'U N/F CRO56ROAD5 MALL TM 64 ((8)) LOT 5A ZONE: 132 USE: RETAIL i i EX. FIRE HYD. \� COSTELLO DRI1TE (PRIVATE ROAD) W' RIGHT-OF-WAY NO POSTED SPEED LIMIT 51TE PLAN NOTES: I. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4, 5 i -1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARGH 15, 2mmm• 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 3. EXTERIOR DOWNCAST LIGHTING (WALLF AGKS) SHALL BE PUBBELL LIGHTING NRG-31X SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAYS. 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN. 5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE RIGH-OF-WAY LINE AND SHALL MEASURE 6' BY 4' (32 SQ. FT.). ALL OTHER SIGNS FOR INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING ORDINANCE REQUIREMENTS. NOTE: THERE ARE NO STEEP SLOPES, WOODLAND5, FLOODPLAIN5, WETLAND5, 51NKHOLE5, STREAMS, DRAINAGE WAY5 OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON TH15 SITE. HANDIGA - SYMBOLS STRIPED AREA t3' Z W W Z Z Wcv o CD c\l It a a� n4 co 0� I rn Z x 02 10 C\2 W b a� W ,0 U Ln ~ rn 0 o rt, a� Z LJ Z W � U � Z W U x Z O L3 Z Y X O u Z z 3 Q J D U wtl a- LL- W W W a- a- w Q Q Q W CIO w w 0 v LL LL W -1 0 1� 0 C) � 0 I 0 I 0 I IR, 6ftA LICENSE No. r� 031162 K',�.NNAL .0 DATE: JANUARY 2002 SCALE: 1"=20' DESIGNED BY: MSS FILE NO. 3241 SHEET 2 OF-5 xiil' xI PHASE 2 d X3 _,. 13 OFFSITE GRADING T AUTHORIZED THROUGH I LETTER OF PERMISSION PHASE I I ,F.113 � • 10 • 20 '• ;>L Z + cc i uj GRADING FLAN NOTES: �"� i �: Z I. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4,5 I 4 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000. 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, W 2000. o � cfl 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL CONSTRUCT C\2 THE HANDICAPPED PARKING SPACES NOT TO EXCEED 2% SLOPE BOTH IN LONGITUDINAL AND CROSS c\l co SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR RIGHT-OF-WAY SHALL cDLo - NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 � _ � � rn X � _ HANDICAPPED RAMPS). > �o 1900 a -. Y 4. STORMWATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION v�, Lo � 01 __ "� OF THE STORMWATER POND ASSOCIATED WITH THE "SUBDIVISION DESIGN PLAN FOR COSTELLO DRIVE" W 4 Itt PREPARED BY GILBERT W. CLIFFORD 4 ASSOCIATES, ING. NO IMPROVEMENTS TO THE POND ARE a REQUIRED AS A RESULT OF THIS DEVELOPMENT. Lo Q) 0 Q) 1 L_.i ul w w 1 it i •"'� o o z 9 O z y U z 3 � I�z Q PH ¢ as m w w w III � Q Q Q w w w ^ \H\ H H PH 4SE CY Q� If f oj cu N � w000 III �CDCD� z J. I o 0 0 x LLT11 n. .__SMKLEY �.� LI�GENSE oo. I o�, 031162 ONAL - fiST:,I1m CONTRACTOR IS RESPONSIBLE ■ FOR EXACT LOCATION OF ALL -T EXISTING UNDERGROUND -UTILITIES - -- 125 120 720 � 3A 35 - Q 14 _ ` 1 —I. _ --..-- _ _ �4 C I ,� Z t U�p �U0 I C �- jI I PROP. GRADE s � , E 1 o�, o� a Q LW a� r r / 120 o �' o 120 115 G L OF PIPE 115 O O EX. GRADE ® C/L Z O 14 fG Cr_f = — — --- OF PIPE W ~U PROP. GRADE g \ W a" a e — C/L OF PIPE 30 715 i l,a COVER 1� y w Ix 13 TC EX'. GRADE C/L W Q OF PIPE a MIN. 6" DIP GL 52 CLR WATER MAIN W P 110 �11Q� 105 705 x _E►., Z z 3 _ LLI = Q �9 U WWd) W cli ►L __ ___ _ _ _ _-off X e_ _ 00 695 0 0 x 695 00 0 w u ~ u Q DATE: JANUARY 2002 6l}X nj Bn N'R z SCALE: 1" = 20' 10+00 10+50 11+00 10+00 10+50 11+00 DESIGNED BY: MSS V SCALE: 1" = 5 ` FILE NO. 3241 H SCALE: 1 =5m' SHEET 3 OF5 t .,. .._.... ., ..:�>.__,,.G—,-_. ,--.._, :• w f '�`.. �'�" ^,, / ,. ,, , /:R,. ,I.6' ~�.,. y, �,. , .i` "t/'. '� t `.i�_� :,• .,. "'_`.'�' �r ti "l. .,f''�i v ,,• � •;7`~ y '�'r'"- rh' ., .. ..`,, ,�t'-- ,i,,.: �..�..v.�,,•� _;<,��__ra<.�e,.= j( k' ._ .___,....._ __. ._.__._. _ _ ._. .,' ��� /lr.�' ?_ idrTt-r,.>err.�r�,:rlrx�nz:r"✓liZ:v.I�itl7�L"r•�i• u�1.�1fil�L:G"�rZ�.zzrLa?n.�T-u"/�JC.�rI,�r'��ZTl.�se�`..<."r.,.�'e�.Zalez�u."�•�1�.�1�'�'/[�.i.G✓/1t:�'�.esl,ai�,u�(�97'l�la'��:r w�' - - j ____�^, �'/iM_... v..>y2...,.._......__.,..,....�,,..,...._...u.._�........_....v_...�...,..,._..,�.w__r..�—,.,.._.._.....,..,�^u...,...,,..........._,.�......�....,...•._.s......r....,,,....—.�,_—...,,,...,...,....e.,,,..._...��.a.....�._,..,.»...,^a._,....�.......—....,..r.....--,,,......_...w.......:J.Sid' t �i II} i �i 2 GG I t -77 i P E2 i i3I F o I I t i 6 Ip I i (, I !I 1 P 4SE �2 II / A PHASE .d`j 5-051I I t P1IASE1 C i — I ' i r r t iI II� , ii II I , I li ; y§ I i I O 1 I a I _ �fF� •�'•,•�444 � I I � �� I l� I � IP I ( � � I 'f ., s el= t `t I , I r � i y t —, t -CC I I �, pn-perammw,s "" , 71 r. } .. 5 R 333 _ 1 'l-T p _ 7 i . I I 1 1 t , ._t ; a ^r h o R r / 6 I 20 10 0 20 40 OF PUBLIC WORKS PRIOR TO COMMENCING SITE GRADING WORK. ADDITIONALLY A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH SCALE: 1" = 20' FREDERICK COUNT(' PUBLIC WORKS PRIOR TO INITIATING ANY SITE WORK. RE5PON515LE LAND p15fiURHR NAME:�r CERTIFICATION': 03111°� DATE: 1 titi ql THE RESPONSIBLE LAND D15TURBER IS THE PARTY RESPONSIBLE FOR CARRINCs OUT THE LAND D151UR61NG ACTIVITY A5 5Ei FORTH IN THE PLANS. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3D2 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O �—� �� SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.09 �D D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 �v �.�� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 320 O -_' -_, CHECK DAMS 333 O -- SODDING 338 TP 0-0-0 TREE PROTECTION LCG 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 ESLGND2 EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION Z THE PROPERTY IS LOCATED APPROXIMATELY -100 FEET EAST OF THE INTERSECTION OF ROUTE 522 AND C05TELLO DRIVE. THE SITE AREA IS I.&S4 ACRES OF WHICH APPROXIMATELY 1.60 W ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE uj CONSTRUCTION OF 5,000 SF OF RETAIL/STORAGE SPACE AND ASSOCIATED PARKING. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONSISTS VACANT. ADJACENT PROPERTY W N THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE EAST, SOUTH AND WEST. C05TELLO CO DRIVE BOUNDS THE SITE TO THE NORTH. c. III Cy2 W EROSION AND SEDIMENT CONTROL MEASURES CO in to UNLE55 OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT �_ •� o CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM Z X. Lo C\j STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL W �, w a) I HANDBOOK (VESCH). ■ ■ o � U cu STRUCTURAL MEASURES Lo A CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO THE SITE FROM COSTELLO DRIVE. A E" w WASH RACK IS REQUIRED WITH THIS ENTRANCE. RUNOFF FROM THE ENTRANCE SHALL BE CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 24" RCP CULVERT TO THE a) o I ;> NORTHWEST OF THE LOT. THIS SHALL BE A FIRST STEP MEASURE. b w SILT FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE EROSION ACROSS THE v� SITE. V 1 VEGETATIVE MEASURES z Li PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN Cl) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. Cl Cl TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN Cl) DAYS TO DENUDED u AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN Z L3 Z FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS Z z THAT ARE LEFT DORMANT FOR MORE THAN SIX ((o) MONTHS. J TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND W CL PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. a LIJ w ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE Q MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. > Lu MANAGEMENT STRATEGIES cu CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END C N AS QUICKLY AS POSSIBLE. Q CD SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND CD SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. $� THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE NUR 0�Gr OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED M C LEY UP AND REMOVED. „a IFo OL LI EN E No. DEVICES LISTED ABOVE ARE SON51DERED MINIMUM EROSION AND SEDIMENT CONTROLS. �O,t>� 031162 ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR s`S70 AL 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 Z 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 OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD (� STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. W TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY � ' ■ AND DISPOSED OF BY SPREADING ON SITE. U U ■ E- GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP. IF THE GRAVEL IS Z J H CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. ■ n' Z E f 4 PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING Z Q IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDIN G TO STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32 C, OF THE VESCH. C �; l='pTORMWATER MANAGEMENT Q4 cc W Z STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED E- E- �D FOND FOR THE SUBDIVISION. SEE PLANS ENTITLED "SUBDIVISION DESIGN PLANS FOR z '—' C05TELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD d ASSOCIATES, INC. � � U F—i z SEEDING NOTES: W Z Wr2) 1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". Q uj 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL IL (TOP 4-(o INCHES) AT A RATE OF c,JO LBS. PER 1000 SF. (2 TONS PER ACRE). 3. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS- PER 1000 S.F. (1000 LBS. PER ACRE). Z 4. SEED MIX SHALL CONSIST OF cJO% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL z RYEGRA55 APPLIED AT THE RATE OF 250 LBS. PER ACRE. 0 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 C OF 200 GALLONS PER ACRE. W LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME GOMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TR THUJA Relneold RHEINGOLD 36tt 11 AS ARBORVITAE 5HOWN GP GRATAEGUS WASHINGTON 2-1/2" GAL. A AS Phaenopyrum HAWTHORN SHOWN CC CERCIS EASTERN REDBUD 2-1/2" CAL. 5 AS Canadens is SHOWN PYRAMIDAL 2-1/2" CAL. 5 AS CB ® CARPINUS betulus EUROPEAN SHOWN HORNBEAM DATE: JANUARY 2002 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 3241 SHEET 4 OF-5 CONSTRUCTION OF A SILT FENCE GRAVEL AND l"UIRE 1 IESIN STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT) DROF INLET 5EDI1" 1ENT GULVEIRT INLET 5E1)I1"IENT TRAP Z RUBBER HOSE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. FILTER, lta' MIN. f� TRENCH UPSLOPE ALONG THE LINE EXISTINGUJ c� GUY WIRE 012 GAUGE OF POSTS. / A PAVEMENT � J I / 3 TURNBUCKLE / GLASS I RIP RAP / RIPRAP OUNTABLE HEADWALL FILTER CLOT 6" MIN- A BERM (OPTIONAL) TREE WRAP WITH 50% OVERLAP FLAGGING TAPE ON EACH WIRE / 18" MIN _ \� _ INVERT SIDE ELEVATION Z GRAVEL (12"MIN. DEPTH) '� / EXI5TING 10, T IK UJ 2" DOUBLE SHREDDED HARDWOOD — / GROUND MULCH/3" SAUCER. PLACE TOP 1/8 OF I Jill r t� 1 I I RUNOFF WATER - B wASHIRACK Ian' MIN. CO 00. ROOTBALL ABOVE FINISH GRADE `-'�-- ( II /�- ) II WITH SEDIMEN i� r / / / (OPTIONAL) N � Jill -I I I I I I I I I I I MOT �. "1' OR @5 � I 3 STAKES SEDIMENT STORAGE AREA-_.- teI I / / COARSE AGGREGATE CV co EXISTING-—._F" CD co ��`" 12' MIN• PAVEMENT to — 6•Li Li y I ,--1 . r--1 BAGKFILL I l — - P-- / I \ / , > I FLOW — III—1 �II�I1 = _1111M -dr a. I =III = ROOTBALL -REMOVE TOP 1/3 OF = T 4" I I � �:- II III- \ \ \ AGGREGATE B TOSEDIMENRAINACsE � ', � � � 10' MIN. — BURLAP AND CUT ROPE AND/OR — ' ° •STORAGE REQUIREMENTS EQUIVALENT VDOt °I COURSE T - I I I �`:. ti%- TO THAT aF TEMPORARY SEDIMENT TRAPPING DEVICE ,� .�, � TRAP, 6TD. 4 SPEC. 9)3 fA _— — — REMOVE WIRE BASKET FROM BALL SEDIMENT WIRE MESH • MUST EXTEND FULL WIDTH OF W O 0 6T C.Y./ACRE WET STORAGE INGRESS AND EGRE55 OPERATION � .[ a,LO 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FILTERED (BELOW RASE OF $TONE) PERSPECTIVE V I EUJ PLAN VIEW = I= =I I---- — — — LIGHTLY COMPACTED SETTLING MOUND WATER _ FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. to � '-" (BABE OF STONE TO TOP ram+ E"-' �+ -I I I -III I I I III -I I I I I -III OF STONE BERM) PIPE INVERT NATURAL GROUND 4" VARIES d" RIPRAP HEADWALL 12, MIN. _ 1. 21 3" MIN. � 0 Ct7 AREAS TO BE DISTURBED O O SPECIFIC APPLICATION � s" MIN. (CUT, FILLED, ETC.) t) > O _ . I I—III=111 � > TYPICAL ANTIN DETAIL T 1/ 2-1/2'' >4 I _ C C� S OC P LPL D E L RE E OVERL i=E R _ --i•�::�- - _ :r (NOT TO SCALE) --� � II -' � r- III 9 _ FILTER CLOTH-�" � � co � ���- II �� '� '= - I THIS METHOD OF INLET PROTECTION IS APPLICABLE FLa1 SECTION A -A w r r _ 11-4ERE HEAVY CONCENTRATED FLOWS ARE EXPECTED I"X4"X4'-8" SLATS, 2-FINISH NAIL AT BUT NOT WHERE PONDING AROUND THE STRUCTURE FLOW / I MIGHT CAUSE EXCE551VE INCONVENIENCE OR DAMAGE CLASS? RIPRAP y _ TOP AND BOTTOM ,,,/// TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. �• '- VDOT e3, °3S1, OR �S COARSE AGGREGATE , .- c .. 2"X4"X4' BEAMS, TOE NAIL TO POST III =III MAX. SEDIMENT DEPTH (GLEAN OUT PONT) AT I/! VOLUME OF WET STORAGE AREA EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. • GRAVEL SHALL BE VDOT 03, 0351 OR 05 COARSE REINFORCED CONCRE DRAIN SPACE Z SECTION R—B _ FILTER FABRIC AGGREGATE. E L E V,4T I ON ESD 4"X4"XS' POSTS 0 cG-11 H SOURCE: NORTH GAROLINA SEDIMENT CONTROL COMMIS ION PLATE. 3ID8-2 n1 OURCE: VA. D5WC PLATE. 3-01-2 5" I A roadway. W WIRE ssutrfacing aamaln i mine N 1.2 5-1- 1 4" CG —6 (Radius to be as ARodlol Combinatio (Radius to be as v SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 2" R shown on plans) curb and gutter shown on plans) NOTE: PRESERVATIVE STAIN ON ALL WOOD. __ �n Shenood d 1<�6[t \ ( St'd. CG- 6) / COLOR TO MATCH THAT OF BLDG. III = III r III — _ St'd CG-12 ,p 8� Q - F. -I I I -I I- - 0 I I —III —III I c0 it I1 ,,. 1, a —I 4' Sidewalk _ CONCRETE FOOTING I - - s'. I I v - 8' CL of p ;.lIi -, a aide street 0 tional Flow Lin Expansion .. .. E-•1 Q . e a, .. Expansion / - .: ICI a � e e Joint olnt • •. •.♦ • I —1 I I=1MI 1= I G c A •... Close A3 (H.E.S.) � Q 6" 2'—Q" Mainline roadway Concrete WOOF) FENCE D E T,41 L Note: Width 2'0" or da shown on typical section. NOT TO SCALE PLAN VIEW SECTION C-C p,L TH p� THIS AREA MAY BE CONCRETE BOTTOM OF CURB & GUTTER MAY 6, AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES, When St'd CG-11 if used for entrances DUAL � H THIS CURB IS TO BE USED WHEN PROVIDED A MINIMUM DEPTH OF 7" in c nth'ftfollawith VDOT projects, please MICHA S LEY SS IS MAINTAINED. ® Construct grade changes with parabolic curve. "Malnllne pavement shall be constructed . ♦ - ♦ ♦ to the R/W line (except any subgrode DESIGN SPEED IS 40 MPH OR LE . • ♦ . ON RURAL HIGHWAYS AND 45 MPH ,o• Parabolic Cure. a a � - a a moinflne • • e a OR LESS IN DEVELOPED URBAN & Edge of shoulder — �I 8X Max. ® D phkma+t�;hh con be stablizatlon required r omltted in O� L EN E No. . a •. . ♦ tr _ 53 SUBURBAN AREAS. 9 Slope Change _ _ !rw• 031 162 ,.. - .y - - v, a ♦ • _ 4 - .• ♦ or Optional Flow Line — — — — D A Radial curb or _nbinotlon curb "s ° �� ♦ ° • • - - d - - ♦ w - — — — — — — •- — — — — — — — — and gutter shall not be constructed SIONAL e - �- - - - - ♦ NOTE: Mainline Roadway 8% Max- — beyond the R/W Iknf sxcspt fa COMB. CURB & GUTTER HAVING A RADIUS Slope Change ® - - - o replacement purpose.. When used In eonjuction with Standard I' -6" OF 300' OR LESS (ALONG FACE OF CURB) 40' Min for street Connection cG-3 or CG-7, the curb fore on this (Typ SLOTS FOR DRAINAGE SHALL BE PAID FOR AS A RADIAL COMBIN- 5' Mln. zo• Desirable for and f a w adjustedto match the ATION CURB & GUTTER. Commerical Entrance mountabSee stanie curb dord Ca-12 for Curb Romp design to be used with this Standard gin 9I SECTION A - A When the entrance rodil cannot occomodate •d a THIS ITEM MAY BE PRECAST OR CAST IN PLACE. the turning requirements of anticipated heavy 4 53° WIRE MESH REINFORCING V.D.O.T. track traffic, considerotkxn should be given to 1'_011 `< ROAD AND BRIDGE STANDARDS SECTION 301.04 Gutd4�llnee for Grade Change D Increasing t the depth of adjacent proposed .T. 2-24" 1'6 REBARS 8 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, Entronoe Cdume DeetraMe Maximum +sidewalk to kahef (T9p') 6" -� 4000 PSI IF PRECAST. High (more than 1500 VPD) 0 X 3 % In cut sections. FOR WHEEL STOP �... ) s options +Id,rlkn. may b. used for en Iran Cef 'I '-''i - _ .i :; i-.._ -.• •:-:. Medium 1500-1500 VPD 3 X 8 X Optional cowl lens may raquln warping o! a 9 Low (lop than 500 VPD) S8 % 8 X .. j . --.•-• - : • ..• - -- - � .. .-. :.. +, portbn of gutter to preclude DondMq of water. CLASS A-3 CONCRETE SPECIFICATION COMBINATION 6" CURB AND GUTTER 6" BASE 21-A REFERENCE (NOT TO SCALE) SPEa-ICAnoN MTREATMENT■ SECTION A -A 105 REFERENCE CONNECTION FOR STREET INTERSECTIONS COMPACTED SUBGRADE 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 AND COMMERCIAL ENTRANCES (COMPACTED TO 95% DENSITY AT OPTIMUM VIRGINIA P r TRA P T 203.04 _ UJNEEL STOP MOISTURE CONTENT, VDOT VTM-1 METHOD) cc-12 • E--t Dt ulhletelot NOT TO SCALE PERMISSIBLE 3 CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN 3 U MIN. TO 0 AT THIS POINT OR o PAY LINE CG-12 PAY LINE CG-12 CONTINUE AT FULL HEIGHT Oz0 a WHERE APPLICABLE J E- T R,4S �4 D U1„1 i=S T E R i=,t D STEIWBLK QfLE °TFf oc0000° VAR. 4' MIN• 5"x8" BARS O 12" OC °lo p o`o oo a0.-O00 F ' ~'f SIDEWALK 0000 ® MINIMUM CONCRETE 0000°p¢00000 I--� (NOT TO SCALE) oo OR SIDEWALK SPACE In! width FACE 000 VAR. WIDTH SIDEWALK 00000°o`> 20 P 000 COVER 1 1/2" as squired o0000o r7°000 1— 6'-1 6'—'I PERMISSIBLE � Dt-dumppad CONSTRUCTION JOINT I ^ 6" dia. schedule 40 steal -- RADIAL PLAN No. 5.8" BARS O 12" OC f--1 -- pipe tiled with concrete ..s' 3' MINIMU INN Q Y•,• . and painted yellow METER BOX and COVER COVERM CONCRETE 6 0� / TYPICAL ALTERNATE RADIAL PLAN W FOR USE AT APPLICABLE STREET FOR COMMERCIAL ENTRANCE I� 7 METER SIZE METER BOX METER BOX COVER A CONNECTIONS AND COMMERCIAL (HEAVY TRUCK TRAFFIC ANTICIPATED) �1 E- 2 � . �- 2' SEE STANDARD CG-13 SHEET 203.10 `4 1•� 12L 5 8'x3 4" or 3 4 18 in. Did. Non -Traffic M32C-PW 6' 3' 6' PERMISSIBLE ENTRANCES E-� U� N / / / — — — — — CONSTRUCTION JOINT � •' Traffic Ai2HH - T MIN. [� \ J O on ret ® 1' -6" Non -Traffic MC-30 (Frome) WITH RML-1-T (Top Lid) Q Tvy concrete .� -5. -�" 1" 24 in. Dios M 3 VAR. WIDTH o 0000 z �p -1 encasement c Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) B o B i O SIDEWALK OR O thrust block SIDEWALK O concrete r SPACE N AI forested 2'n 4' with lik oo W 00000 RAMP FLOOR W 00000o W CY)cost run cleanout cap with brass plug °°Op coo° 000°o°O D Pd 0000 6" 000000000000 00000 00000 Panelld Model PA45V-CSK 4 °pOOp 000 4 H meter cover 18" Ponello Model PA6S/-CSK (61 . -00000 °Oo set 2' above � having a countersunk square head o°o°00000 O fin. grade prior /� 6 varies as inquired to sodding � direction of setting to be approved prior to installation concrete pad o00000000000 0 0000000 � /�J finished rode TANGENT PLAN °° l�r SLOPE 12:1 MAX. 1 -6 sq. x 6 deep -_ i rr__ r corporation 8"-21" h+ i stop 3" stone bedding eter by F.C.S meter box surrounding box 11 square concrete Slid pad ISOMETRIC N as required concrete pod 1'-6" sq. x 6' deep an ie check valve 20"x 20'x 12" deep VIEW ry 1' 36" min 9 ® 7" WHERE ST'D. CG-3, CG-7 IS USED NOTES: with drain valve CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP- 4 4' star 8" min. an b lee I 7'-4" IS THE MINIMUM 4 SIDEWALK AREA RESISTANT INTEGRAL DETACHABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE (n 2' min. - 6" max. I b°`�1 v°rolve I REQUIREMENT TO L 4" stone (WITH OR WITHOUT BUFFER STRIP) ACHIEVE A 12":1 SLOPE RAMP FLOOR (RAMP FLOOR MAY A PRECAST OR CAST IN PLACE). THE DETACHABLE M type K copper 1• WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT % adjustoblexvalve rew type 36" min. tubing, continuous I ST'D. CG-2 ®6" 7'-4" EXCEED A MAXIMUM SLOPE OF 12:1. without J1oints from 2 ft cleanout pip OR CG-6 3: CL 4' star main to meter SDR 21 8.33x MAX. screw type water main 6" stone bedding —_ � — FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR Ci BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. Z valve able METER SETTING PARTS 4 location marker SDR 35 of stone stone to be minimum valve box lisle meter ar�qle yoke angle check exponsion9 IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT stone valve megolu9ged size size yoke boll valve valve wheel SDR 21 gasketed 7" DEPTH TO BE USED WHEN THE ENTRANCE Lid of 6" above top of hose locator marker to main curb & gutter SDR 35 bell adapter RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP W megolugs 1' S/8'x3/4 Y502 Ba94-224W HHCA91-323-TV EC-23 Street gosketed bell wye SECTION A -A REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. atone Ac C84-34 SDR 35 spigot Z megalug 1' 3 4' Y503 BA91-323W HHCA91-323-TV EC-23 =_-__ sanitary (see note) asketed bell 45 TRUCK TRAFFIC. U egalugs #'= / sewer main 9 REQUIRED BARS ARE TO BE No. 5 x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES Hill& C84-34 do C84-34 _ SDR 2 bend (see note) SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". Z °'R% i" 1' Y504 BA94-444W HHCA94-4"-TV EC-4 >'�_—__ _ UJ is ^�:- --^t �."Y "4:M -A: rn 1' �T fs o0 000000 t .•: _ r k fTHIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR s `l. _ I N r __ '-=.` ? . x . a -. • `:" OR PRECAST IN PLACE > :;.:•-• :i ;tom>,. .�:, �- .• HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, ,4 ` r� 1 i ri`_ 't NSTALLATK) NOTES: _=::sidewalk _- '`tip sees- < s . • ,�^ °: ..�• .,� ___--_-_'_-_-_-_-___- ----------_ - ----�COMPLETE-IN-PLACE. !::'•%ra:�.i.'Lf- ' 'T' 1. Exact location of meter box assembly - ii.i. to be approved =---__�___= 5"x8" BARS O 12" OC PERMISSIBLE" {,- pp prior to installation. ,� 6' stone bedding SECTION B-B CURB/CURB do GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN DATE: JANUARY 2002 j ` mechanical joint thrust block 18 to 24' I :. CONSTRUCTION JOINT swivel tee with2. Water service crossing street shall be I - PAYMENT FOR CURB/CURB & GUTTER. ( } 78*x 8'x 18' sold block = 6" brooch encased in 3" dio. SCH40 PVC or M o - NOTE :1,Wherc length of service lateral to exceeds Q (for volves 12' and larger) o ' _====,ropP�-= 75' a cleanout assembly shall be furnished at 000° LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS SDR21 piping. The piping shall run from ry oo STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. U one foot beyond sidewalk, across the ___==_= _==__== the property line. SCALE: AS SHOWN Z street, to one foot beyond sidewalk. 2. if top of sewer main is greater than 15', then 1" X 1' TEE (T444-444) wye and bend to be heavy wall SDR35. ® 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 FIRE HYDRANT ASSEMBLY Nate: this detail s also DUAL METER INSTALLATION B ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE ©WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD- used for butterfly valves 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 (� Figure 9 OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE r% 5/8"x3/4", 3/4" & 1" METER INSTALLATION SEWER CLEANOUT BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EX. LIGHT POLES, a' GATE VALVE Figure 5 Figure 17 FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. JOB NO. 3241 Figure 8 SPECIFICATION REFERENCE CURB RAM 502 (PERSONS WITH MOBILITY IMPAIRMENTS) SHEET 5 OF 5 X 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 CENERAL NOTES VD0T GENERAL NOTES LECEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR -- - a- -- w--° - --332 - ® _ - 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 - County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 4® 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 �� _._ .._�.. __�..__._._ must be provided prior to issuance of the site development permit. The approval of these plans in no way P P P P PP P Y 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 EX EX CtG-"� Control Handbook. V2. All Safety construction shall comply with the latest U.S. Department of Labor Occupational & Health Administration VOSH EXISTING CURB AND GUTTER _� -_ ;_� �_ _"- CITY OF 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation and Rules & Regulations. PROP C4G U11NCN�STER (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 / //� 00 �� �o CQ 0 ,n CO CO CG-6 TRANS CG-6R 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. TRANSITION FROM CG-6 TO CG-6R Q� q' �, �" � required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's wa ¢� c� 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, Y. ( ) g p Section 104.04-C. EXISTING TELEPHONE LINE ----------- ~----------- - r �t� C®STCO A / CO ko 3 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T C'ti _ \ 1 0) 1 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP Costello Drive �`s o CV Z x responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER _ _ - - - �_ 15 �� ) `o CV Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. RCP ¢ a� I V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER S SITE W q o 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER p,`D representative of the developer must be available at all times. .� q 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 fL • Pt F w Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE ------f'---- -" - - 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 e . III .� -� 0 M v, w ;, embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for ems- Q[ • $. a) o 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - - ---- -- -----� - o .►O e than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE 0 O O w 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated g P V8. The Contractor will be responsible for maintaining adequate access to the project from the LL UJinchest O Airport o r on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance ] P Y g PROPERTY LINE p in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE. �. -a gA•--ma�a •� � Q 9 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained or be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING FENCELINE--?�--� Y---------- 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE ��, N 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 W and at the end of construction. EXISTING TELEPHONE POLE M 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to Z o 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 W v whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. P Y g PROPOSED WATERLINE W/ TEE -y ' T ° z o� Y z condition at all times. W 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT -• 3 o sewer lines. Information should also be obtained from the appropriate authorit concerning permits, cut Y g P immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMATION > W Z z U U sheets, and connections to existing lines. vicinity until an adequate design can be determined b the engineer and approved b VDOT. Y q g Y g PP Y EXISTING WATER VALVE -� -9 ~ -- ~�® ~ -- z -1 < PQ 0 PARCEL IDENTIFICATI❑N NO, TAX MAP 64 ((8)) 1B F,A,R, 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 ® standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER - --- - ------ -- - STREET ADDRESS PERMITTED: 1.m TOTAL W W 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER T❑TAL AREAS 100 ACRES PROVIDED: PHASE I contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed P Y Y g STOP SIGN °- PR❑JECT AREA: 1.00 ACRES A Q A prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P g• Y g g be compacted in 8 lifts to 95� of theoretical maximum density as determined by DISTURBED AREAS 1.00 ACRES 0.18 AC- 5LDGJI.00 AG. = 0.15 W W W utility verification and the proposed construction. t i ti f 2% i AASHTO T-99 Method A, within plus or minus ooptimum moisture for the full width HANDICAP RAMP (CO-12) -% `_.--.� -- _ CURRENT ZONINGS 52 GROSS FLOOR AREAT of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT CURRENT USE V �CAt�, w W W 17. The developer will be responsible for an damage to the existing streets and utilities which occurs as a P P y g g performed b a qualified independent agency shall be conducted as required in the VDOT P y q p g y q CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION RETAIL = PROPOSED Z❑NING� N/A 8,000 SF � o% o, 0 0 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 PROPOSED USE: RETAIL PROVIDED: PHASE II final VDOT approval. PARKING INDICATOR W N eJ o 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 0.05 AC. BLDG✓1.00 AC. = 0.05 m m m 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 GROSS FLOOR AREA ¢ Q o 0 0 and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS; REQUIRED PROVIDED BLDG. ADDITION = 2,000 SF o 0 0 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT, 35, 19.92' ro ect. The relocation should be done prior to construction. P ] P V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING SIDE: N/A 5826' SIGNS;'' PLACED ON BUILDING shall meet VDOT minimum design standards and is the developer's responsibility. � REAR; N/A 6938' 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will b1 protected PARKING SETBACKS OUTDOOR LIGHTNING: PLACED ON BUILDING 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 100 FRONT, 5' 5•5' OUTDOOR STORAGE: NO OUTDOOR STORAGE 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' 5' PROPOSED 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: 5N/A at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement BUILDING HEIGHT 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 EXISTING STREET LIGHT MAXIMUM = 35' proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + PROP. HEIGHT = 24' 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 CALCULATIONS PARKING CALCULATIONS 23. Contractors underground utility lines in the area of excavating SANITARY MANHOLE IDENTIFIER C LANDSCAPED AREA: REQUIRED: shall notify operators who maintain proposed REQUIRED: 15%, OF LOT AREA = 6,534 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement demolition. Names and telephone numbers of the and operators underground utility lines RETAIL: 1 SPACE/200 SF PROVIDED: 15% PHASE I: 8,000*/200 5F=40 SPACES � ■ of excavation or in Frederick County below. These be to serve in an emergency condition. STORM DRAIN STRUCTURE IDENTIFIER 12 PHASE II: 2 00*/200 SF=10 SPACES appear numbers shall also used INTERIOR REQUIRED: INTERIOR PROVIDED: PROVIDED: ■ E- UTILITY CONTACTS FIRE MARSHALL S NOTE EASEMENT LINE - - - - - - - 1 SHADE TREE PER 10 SPACES 5 SHADE TREES PHASE 1 = 40 SPACES U <� CENTERLINE - 50 5PACE5/10 SPACES = 5 TREES GREEN AREA 2,212* OR 1.4go PHASE II = 10 SPACES Q ■ E_ � EXISTING SPOT ELEVATION 120 HANDICAP SPACES REQUIRED: Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power Fire lane markings and signage: 5 GREEN AREA = 5% OF PARKING LOT PER ADA = 2 SPACES � Q � P.O. Box 1877 P.O. Box 1458 Winchester, VA. 22604 �� Any No Parking signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 12 5io OF PARKING LOT = 1,516* HANDICAP SPACES PROVIDED: E-� � 540 868-1061 Hagerstown, MD 21741 � ) 1-800-654-3317 b field inspection at the direction of the Fire Marshall's Office. Y P EXISTING TREE DRIP LINE ._.. l �-�� ^ ^ -� - 2 SPACES ,4 A (I VAN ACCESSIBLE SPACE) rW W E-­ Phone: Bell -Atlantic Gas: Shenandoah Gas Co. 7 P.O. Box 17398 EXISTING TREE �� �� \ L� �� L 15 OAK 15 PINE ��� PERIMETER REQUIRED: PERIMETER PROVIDED: LOADING SPACES REQUIRED: x W Cl) E- P.O. Box 2400 Baltimore, MD 21297 Winchester, VA 22604 APPROVAL BLOCK I SHADE TREE PER 40' OF PARKING LOT 9 SHADE TREES I SPA0,000 SF PLUS TREES, 3 EVERGREEN HEDGE � CO z (301) 954-6282 (540) 869-1111 PROPOSED TREE 6AK IN PERIMETER = 343 /40 = 9 ISP./EACH 30,000SF ADDITIONAL MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A 10000 /10000>f1=1 SPACE, USE I SP. 0 � Q W PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. LOADING SPACES PROVIDED: INSPECTIONS DEPARTMENT NOTES_ I SPACE r/ w FCSA CONSTRUCTION NOTES I. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND THE BOCA _ 1C� <-Gq C�d� FINAL SITE PLAN APPROVED ''� NATIONAL BUILDING CODE/1996. PLEASE NOTE THE REQUIREMENTS IN TABLE 1052 OF BOCA FOR THE FIRE RATING OF THE EXTERIOR WALL, (TWO HOUR) LOCATED 5.50' FROM THE PROPERTY LINE. 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additional) meet all P Y requirements of the Frederick County Sanitation Authority. f C� r7�i 02�,. � 2. N.C. PARKING AN ACCESS APPEARS TO IN COMPLIANCE WITH CA A111.1-92 AN CHAPTER 11 A P DBE PL E BO D PER OF BOCA x+ SIGNATURE DATE 2. The with, for inspection by, the Authority. `S� 41� (S- 0� 3. NOTE THE REQUIREMENTS IN CHAPTER 11 OF BOCA FOR ANY SPECIAL INSPECTION THAT MAY BE REQUIRED FOR Z contractor shall coordinate and arrange THIS TYPE OF STRUCTURE. TRIP GENERATIONDATA FREDERICK COUNTY COVER SHEET 3. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 10 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2" in LTA 3 size. Before a permanent meter is set, they require; 1) the frame and cover to be roperly 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 Project Name: Project Number: proper working order. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY ICHA S. S K Y INSTALLED CORRECTLY. 814 SPECIALTY CENTER 10,000 40.67/1000 SF 540 ylp� `�-o. �NCHT j�/FTCENTER ENTE 32 4 1RETAIL 5. For water and sewer services that connect to existing lines: � 031162 a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application for be fees before begin. ��`�d®NAL � Magisterial District: Date Plan: (Month, Day, Year) service must made and paid work will of b. The Autority shall furnish and install all 5/6", 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. TOTAL 540 SHAWNEE DISTRICT JANUAR 1' 2002 The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. MAY 2002 6. When an existing water main is tapped for the installation of a new line: a. The Autority shall furnish all labor and materials to make the tap. PROFESSIONAL SEAL & SIGNATURE Owner; Address, Including Zip Code & Telephone No. 10 WEEMS LANE b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark SHEET INDEX JEFF 4 STACE r NET�IER5 WINCHESTER, VA 22604 the location of the tap; (4) make final payment when the work is completed. THESE PLANS ARE IN CONFORMANCE WITH (540) 661-8198 DATE: JANUARY 2002 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. FREDERICK COUNTY STANDARDS ANDORDINANCES. Developer; Address, Including Zip Code &Telephone No• ANY DEVIATION OR CHANGE 10 WEEMS LANE DESIGNED BY: MSS 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. I COVER SHEET 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY JEFF � STACEI' NETi�-�ERS 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) 661-8198 CONSTRUCTION. Engineer Certifying Plan: g y g Address, Including Zip Code & Telephone No. g p p 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention 4 EROSION d SEDIMENT CONTROL AND LANDSCAPE PLAN assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. 5 DETAILS 151 WINDY HILL LANE JOB N0. 3241 REENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 C/L E/,, T PAPEZOIDAL Jr DITCP i �E B �T7C"�.% - ---,.. i ` `, _-'fir"``•— .�r'.. � 12'x20' CONC. DUMP. PAD N/F WINCHESTER MEDICAL CENTER, INC. TM 64 ((A)) LOT 4J DB. 801, PG. 231. ZONE: 52 USE: VACANT N 52'33'58" W 32660' (TOTAL) CG-6� -GATE EK 30� DRN& A ._I_. .--- 1 �7 0HE. f it f 5' PARKING LOT y EX. TRANS. `A SETBACK , fX`FIREI �. EX,� 50LLARD 2' SCUPPER •= '�* (SEE DETAIL THIS SHEET) I! 400W HIGH PRESSURE I t`t II M SODIUM "SHOEBOX" II PHASE 2 • 'd LIGHTING, TYP. SEE NOTE 3 _ + 4 - PROP. ONE STORY BUILDING ADDITION I ,f PHASE 2 �I 2�00 SF. �I� _t •_ IQ j ;� j P VASE 12, 1n iTIII �' 8 ��� e; } N/F CROSSROADS MALL GATE �Q i i— PHASE I WALLPACK 8 GONG. S/lU -� B TM 64 ((8a) LOT 5A I 12'x20' GONG. DUMP. PAD W/ �� ,I �) (, ZONE: B2 LIGHTING, TYP. (SEE NOTE 3) (SEE DETAILS • = SHT. 7). COUNTY IS NOT I I I USE: RETAIL NOTE: ALL EXTERIOR RESPONSIBLE FOR _0- = I Ij PRASE! I LIGHTING SHALL BE MAINTENANCE OR REPAIRS. HUBBELL SERIES - I ��i N1�-31X OR I} OC ;X;.. UGE -' i APPROVED EQUAL. • • I (I I PROP- ONE STORY BUILDING . .. . .� PHASE I GFA = 8,000 S.F. 1 I .: �. ter, �•�. �� SITE PLAN NOTES: I. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4, 5 4 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, ING AND DATED MARCH 15, 2000. 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 3. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-31X SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAYS. 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN. 5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE RIGH-OF-WAY LINE AND SHALL MEASURE 8' BY 4' (32 SQ. FT.). ALL OTHER SIGNS FOR INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING ORDINANCE REQUIREMENTS. NOTE: THERE ARE NO STEEP SLOPES, WOODLANDS, FLOODfi LAINS, WETLANDS, SIN<HOLES, STREAMS, DRAINAGE WA`l'S OR OTHER SIGNIFIGANT ENVIRONMENTAL FEATURES ON THIS SITE. �p N/F TRUSTEES OF THE NORA � HEIGHT = APPROX. 24' { GARBER TRUST e_ I i �i CG-6R DEPRESSED GUTTER TM 64 ((8)) LOT 8A - 20' 24' 20' USE: VACANT ! L •_ '- 3B I III .I � m INV= 112 00 MOUNT HANDICAP 1 0 ENTRANCE PROF. ST _I; PARKING SIGN (TYP) - _ • DRN. ESMT. TO BLDG. II ' EX, (o' CONC. SAU .e 658' _ INV= �0830 ' • PROP. 20' WATER ! I WV LINE ESMT. �Z PROP. GAS METER -]2 4' LANDSCAPE STRIP I Q : r _00 I �_I 45' BEND a _ - _ • : • : • • - • a._ . S, i INV= 111.14 -6R I w I I I I PROP. GAS LINE CLEAN OUT PROP. F.N. I �! M TGH I 1 �/�Ikl l 6 I' L HANDICA SYMBOLS STRIPED AREA 8' V - 0 30 E C 4G , . ` TEMP. IUHEELSTOPS TO BE g t Gv. � - III I � , 1 TIME ADJACENT F. 62' 12" P W/ lb'RISER a' VAN ACCESSIBLE SPACE I ! 5' FOR REGULAR SPACE REMOVED AT LOT IS DEVELOPED AND DRAIN * % ��� Q- - INTERPARCEL CONNECTOR IS SP 45' BEND CONSTRUCTED. lTY 6' 4" 5DR-21 PVC INV= 111.74 FUTURE PROP. 1" TYPE "K" r SAN. LAT. ,m 2.08% INTER-PARJ COPPER SERV. LINE PROP. 6" -I.P. CONNECTOR EX.Si"iH - N G4G ff ff ft E D PROP. 3/4 _TYP)r_._K,__-.. - v __. N _._.-- .-_ v N __ _ ._. TA Y PB C 2 /I`1 L5 W _.. F�S�4 .. _ ........__ v 2LINE_._ ,++11 a, -t w � � � _ ... - v R_ SE . P- V 7055 I .� EX,. 1 4 .»+. �..-» __. 0 .C71-f C..iV�.a 4s�-�A-� C.5 � 'NY li'�=10"�,�.:�_.-•..--- F'C. 1a,0 __.._ ._____ I E�;. GAS LINE GO. E51" IT. D B. 538, t.... �..-•--' Ld� -EMI = �__-�_ �_. -- - - /EX. ` - _-- _ _. --- __.. .-_-.- ...- ___... -. _.... 5/8" ___ TR M __ i. _ _ __ __ __-_ - ---- PROP 0 3/4" U JTR MT R30' 1 r TAP _.._ ..._ N 8 j B GG 6R _�.._ F SEX r_.X 20' W/M Ea'"'T. _. 'LATE MAIN -r APT 14.02 ACG- - - -1,y�^l s' r -00 --_. --. sTD cG 11 _ rw A Y f` o �� ' G sG- ENTRANCE EX. 5' CON' �. Sl',li MATCH EX. C 4G ONSITE T1'FICAL FAVEMENT SECTION NOT TO SCALE TRAVEL AISLES IB" SM-2A SURFACE COURSE 3" 5M-2 BASE COURSE 8" SUBBASE VDOT 5TD. GR-21A �IIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIII� COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALVE OF 6. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-ovmt3 • �FIGAL "• • NOT TO SCALE 2" 6M-2,4 SURFACE COURSE I -_'—COMPACTED SUBGRADE (COMPACTED• 95% DEN51TY AT OPTIMUM M015TURE D•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE GBR DESIGN VALUE OF 6_ SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. Dt-pvmt2 4" REINFORCED CONCRETE 3000 PSI 4" SllB BASE (41-A STONE) ' �-- PAVEMENT WIDTH VARIES I 1 2 CURB GUT SEE SITE PLAN T 3P� I EX. 20 54N. _. _.....__ °�2 va / . CCss-. R=21 - a 2 Wy r ESMT. 4 •.' ji � d ° J_ _...__._. _� .....:.w.w++•w•-.__...,.• ... .....w.w.a.au xu wi.a.�swvem.+w-...auvc.maw.«... d 4" s-12 EX. TR NS. �D- — — — — — — — — -_ woTSPEC. =III=III=III�1,�=1II=III=III=II ° :. • •I ilk ° ",. ._... E'. ?4. F,GP STM. SUl. ' % 414.03, CL. 1, • .._._. _ , �' TYPE A EXD1 3 ,% 24"INV IN=100-+a TYPE I SCUPPER DETAIL / /, e c r MATCH EX. GtG 30"iN'v' OUT-"(^S.G NOT TO SCALE EX 30" RCP STM. SEW, PORTION OF EX. CtG AND -r - - q• , 1550' SIGHT d O EX. S. CRi"W,� I EF 550 SIGHT S/W TO BE REMOVED ISTAN E vGE a 9 I I If HANDICAPPED PARKINCs DETAIL N.T.5. ' EX. I IPRA7 E / / 1 i2�.. �J T 1� TO ! E I �> J 4N, UIT �0 5! E 10` +- NAN%iOA C 7 5, T +.. , j REMOVED - �, �C �. , �. : 1� _ �38 �., r� ,L f_ c ...__..__..__.- -.. ..r,-- ____ __ __._ __ .._.__ __. _._.. — - . .. _ _ _ ......_.. c.:... _.. E ES4I I I MATCW EX C4G C OMPACTED SUBGRADE (W% DENSITY) CONCRETE SIDEWALK DETAIL (NOT TO SCALE) 6' - , ,- , = 1'1A1vAc3twS EN i PO1G i B� V' L./C DISTANCE ' , r /A a G7THfi=RS' i .000COSTELLO DRIVE ' ll • a ° 4. lli : • ° •" _ . ° y (PRIVATE ROAD) W' RIGHT-OF-WAY (Typ) SLOTS FOR DRAINAGE NO POSTED SPEED LIMIT • 10 • 20 4• A Z W W Z — Z W 0 LO N aa) 0 � CO CO ►LO ' mo 1 0) .. 0 ui�cu 9 L1J '� 0 o �Q) 4LO � U a� r, .� H a) 0 94, Z Z w w cn � � z w U U Z z Y O z 3 U z Q Q J U w w w a- a- w w w �� LLJ cu cu cu W o 0 0 A o 0 o N 000 ALT H1 1 CHAE S LEY � I$ ?, LIC N E No. 031 162 �SY70NAL ■ ■ E-f mjU _ ■ R' Z U) ■� Q a' - 124 E-- a E- w � E V:Z�o W� h—i W ww ZQ = W �1:4 L z 3: i g A 91 a 2-24" 06 REBARS (T ) DATE: JANUARY 2002 FOR WHEEL STOP N/F THE PRICE COMPANY •'- (� SCALE: 1"=20' TM 64 ((8)) LOT 1 f .. SECTION A -A D.B. 829, PG. 481 ZONE: 52 11U 4E E L STOP DESIGNED BY: MSS USE: RETAIL SALES Dt-whletelot NOT TO SCALE FILE NO. 3241 SHEET 2 OF 5 r 4- PHASE 2 OFFSITE GRADING AUTHORIZED THROUGH LETTER OF PERMISSION PHASE I . y ..' r.. ,,®••.'".� � ' .. s i} a -- ._.--_ ,�_.----•- a _r • 10 • 20 '• i GRADING PLAN NOTES: 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4,5 1 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000. 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, 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 NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 HANDICAPPED RAMPS). 4. STORMWATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION OF THE STORMWATER POND ASSOCIATED WITH THE "SUBDIVISION DESIGN PLAN FOR C05TELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD a ASSOCIATES, INC. NO IMPROVEMENTS TO THE POND ARE REQUIRED AS A RESULT OF THIS DEVELOPMENT. PROP. GRADE C/LOFPIPE — � 120 o �' 120 115 �o �o PROP. GRADE C/L OF PIPE ' 110 EX. GRADE ® C/L OF PIPE �1� 64'-2411 HERGP _ 11! l��� _ 71P� 105 120 115 EX. GRADE s C/L OF PIPE ol- 1.5' MIN. �WATER fo" DIP CL 52 CLR. MAIN W 105 105 100 LL 1Y X m 105 m ..' r.. ,,®••.'".� � ' .. s i} a -- ._.--_ ,�_.----•- a _r • 10 • 20 '• i GRADING PLAN NOTES: 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4,5 1 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000. 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, 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 NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 HANDICAPPED RAMPS). 4. STORMWATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION OF THE STORMWATER POND ASSOCIATED WITH THE "SUBDIVISION DESIGN PLAN FOR C05TELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD a ASSOCIATES, INC. NO IMPROVEMENTS TO THE POND ARE REQUIRED AS A RESULT OF THIS DEVELOPMENT. PROP. GRADE C/LOFPIPE — � 120 o �' 120 115 �o �o PROP. GRADE C/L OF PIPE ' 110 EX. GRADE ® C/L OF PIPE �1� 64'-2411 HERGP _ 11! l��� _ 71P� 105 120 115 EX. GRADE s C/L OF PIPE ol- 1.5' MIN. �WATER fo" DIP CL 52 CLR. MAIN W 105 105 100 LL 1Y X m 105 m ui LLJ _Z W c\2 0 Lr) CD � � Qa) ccoo � I Z 0I 7 -�t x � � W U a� E- a� o V) V Z 'ZI G L Lc L VI 0 (_) o U z W z Y 2: o 0 Z 3 z d D Q u W W W W W W 0- a- 0- Q W Q W Q W 0 V) V) W Q� W CL/ W Q� W o 0 Cu m CD m CD m CD 0 0 0 c G.L TH -A-! WCHAE S. RKiLINS. kO� 031162 'SNNAL ■ m Z � � a aW(2�E- �. N�D W Z co 1-W�� W w� ZQ = No U L Z \9 _ www � (Y m rn U}Go � UU uu o m X _ a _ 695 X m X x = a 695 a ooa. oo w> O r iT w DATE: JANUARY 2002 z} - �� Q Wi c1J O + x Q Q7 0}X X �> ID ►n M m z w ? U —' r `: SCALE: 1" = 20' 10+00 10+50 11+00 10+00 10+50 11+00 DESIGNED BY: MSS V SCALE: ]" = 5 ' FILE NO. 3241 N SCALE: 1"=50' SHEET 3 OF 5 .0 „ ..vr.,..`: A'� P.'i-uIL�';:1.'!ly'',:r%i.9.,27LZf'u,':iu7:i;:7�d%r.'(�'G.r.'. u'J.r�?'"i%(i�'Ti,ZFIL.r'2'7,e:G'rli'^'L..7°��iaiI.rZ,rrr�:.!...m.'`s'i.a7✓Td%'Z.1�'.✓RI.�r"..r�%.L.'6'.','.r.: _.: 7;� P E2 z ; PHASE ;f , � ? d d ,�.a,e... .. .. 1 � f P-1 r. 1-(::c I-CF _._ 1 f c r- - - - f -f I , _ � ;;.w=�`"'` _. ___- __-� �. I s , I � � ,_� �, I �I r; �z I • :fig Tr � I � Z TR "Z " k r JII ` -- _ 1 f 1 t f__tk -- ----- --- ,- u 1 �. s•— _7 mob Now- p a e � A �.. ..SS W/ WASH RACK (SEE DETAIL, CULVERT INLET `.. WASH RACK I S PROTECTION FOR REQUIRED BY PHASE I OPERATIONS / d THE COUNTY) (SEE DETAIL SHT. 4) 1 l �1 ; NOTE: A LAND DISTURBANCE PERMIT MUST BE OBTAINED FROM THE DEPARTMENT 20 10 0 20 40 OF PUBLIC WORKS PRIOR TO COMMENCING SITE GRADING WORK_ ADDITIONALLYA PRE -CONSTRUCTION MEETING SHALL BE HELD WITH SCALE: P = 20' FREDERIC< COUNT`►' PUBLIC WORKS PRIOR TO INITIATING ANY SITE WORK. RE5PON515LE LAND DISTURBER NAME: CERTIFICATION DATE:- 1(ti2�al THE RESPONSIBLE LANE) p15iUR5ER IS THE PARTY RESPONSIBLE FOR CARRINCs OUT THE LAND DISTURBING ACTIVITY AS 5Ei FORTH IN THE PLANS. EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3�2 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3 �✓ O X X X SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.09 �D � TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.12 �V .♦..0 DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 O OUTLET PROTECTION 3.20 CD —' --' -- CHECK DAMS 333 SO --�--- 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 ESLCIND2 EROSION AND SEDI1" LENT CONTROL NARRATIVE: PROJECT DESGRIPTION THE PROPERTY IS LOCATED APPROXIMATELY -100 FEET EAST OF THE INTERSECTION OF ROUTE 522 AND COSTELLO DRIVE. THE SITE AREA IS I(o94 ACRES OF WHICH APPROXIMATELY 1.60 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF 5,000 SF OF RETAIL/STORAGE SPACE AND ASSOCIATED PARKING. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONSISTS VACANT. ADJAGENT PROPERTY THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE EAST, SOUTH AND WEST. C05TELLO DRIVE BOUNDS THE SITE TO THE NORTH. EROSION AND SEDIMENT GONTROL MEASURES SI N SEDIMENT UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ERO O AND ED ENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). 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 CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 24" RCP CULVERT TO THE NORTHWEST 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. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN Cl) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER. MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER ANTICIPATED CONDITIONS. IT IS THE CONTRACTO'R'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 VE SCH. 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 OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED, TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. 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 ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 3.32, TABLE 3.32-C, OF THE VESCH. STORMWATER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED POND FOR THE SUBDIVISION. SEE PLANS ENTITLED "SUBDIVISION DESIGN PLANS FOR COSTELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD d ASSOCIATES, INC. SEEDING NOTES: 1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 2. PULVERIZED AGRICULTRUAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-ro INCHES) AT A RATE OF 90 LBS. PER 1000 SF. (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 RYEGRA55 APPLIED 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 OF 200 GALLONS PER ACRE. LANDSCAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TR THUJA Reingold RHEINC-SOLD 36 11 AS © ARBORVITAE SHOWN CP CRATAEC-sUS WASHINGTON 2-1/2" CAL 4 AS Phaenopyrum HAWTHORN SHOWN GC CERCIS EASTERN REDBUD 2-1/2" CAL. 5 AS Ganadens is SHOWN PYRAMIDAL 2-1/2" CAL. 5 AS CB ® CARPINUS betulus EUROPEAN SHOWN HORNBEAM Z W W W cv 0 co to co �� C',m coLo rn z �; x -,t I Lo Cat W �� W U to � - Hw �4 c. a) o ;> k%v w v� z w a U z O 1--f z H Q wa- a w o- q W a 0 w F o 0 � o Q C) a o 'e}' Llt LN3L NO. kN 031162 I NAL DATE: JANUARY 2002 SCALE: 1" = 20' DESIGNED BY: KISS FILE NO. 3241 SHEET 4 OF-5 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 TYPICAL PLANTING DETAIL - TREES OVER 2-1/2" CALIPER (NOT TO SCALE) I"X4"X4'-8" SLATS, 2-FINISH NAIL AT TOP AND B4O TTOM 2BEAMS, TOE NAIL TO POST NOTE: PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 4"X4"XS' POSTS CONCRETE FOOTING WC012 FENCE DETAi NOT TO SCALE 6' A e Gb a q. ° A. e r ° 0 (Typ SLOTS FOR DRAINAGE ell A 9;t eQ 4 ° 53" I.-0" IFe--- 2-24" 06 REBARS gll FOR WHEEL STOP SECTION A -A WPEEL STOF Dt-(*Matelot NOT TO SCALE 6 dia. schedule 40 steel 0 DETAIL lotion sq. x 6" deep locator marker chonical joint "I tee with branch FIRE HYDRANT ASSEMBLY Figure 9 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW- 4" 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. SOURCE: Sherwood do GATE VALVE Figure 8 FLOW III "lie, EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. II RUNOFF WA WITH SEDIt- from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Note: this detail is else used for butterfly valves GRAVEL AND UJIRE 1IESN DROP INLET SED ii„iENT FILTER 18" MIN. III'M11111 a; SEDIMENT SPECIFIC APPLICATION GRAVEL (12"MIN. DEPTH) o' ae- I III WIRE MESH FILTERED WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE CULVERT INLET SED iriENT TRA1R MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE CLASS] RIPRAP TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. VDOT -3, -351, OR S COARSE AGGREGATE MAX. SEDIMENT DEPTH (CLEAN OUT POINT) AT 1/2 VOLUME OF LET STORAGE AREA • GRAVEL SHALL BE VDOT "3 0351 OR 05 COARSE STONE CONSTRUCTION ENTRANCE A FILTER CLOT1•� b" MIN. J A EXISTING/ 10' MIN GROUND B WASHRACK 10' MIN. I (OPTIONAL) III�III!IIII�III�IIII=1!�/� Ill it iILI IiLI uLl ui111p,�1, �I����Iy��l 1=11=11=11=II=11=11 • � • n_R_u=n=u=a=��ti•� .�•!i� i•�i� �•!;� i FILTER AGGREGATE. REINFORCED ELEVATION ESD-302 VA DSWG PLATE. 301-2 OURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 Street approach some A •• surfacing as mainline roadway. 1 Sll WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 (oil ,•�Tf :ems. - I CLASS A-3 CONCRETE \i�\\,� 6 I, BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 135% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT 1✓TM-1 METHOD) Dt-duiinppad TR,46 4 D U1 If=,5TE R PAD (NOT TO SCALE) METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8"x3/4" or 314 18 in. Dia. Non —Traffic M32C-Pw Traffic A32HH — T 1" 24 in. Dia. Non—Troffic MC-30 (Frame) WiTH RML-1—T (Top Lid) Traffic MC-30 (Frame) WITH RML-12—T (Top Lid) corporation stop lee ve treated 2"x 4" with op pain blue meter cover set 2' above varies as required fin, grade prior to sodding 18" r 3" stone bedding 18 —21" ter by F.C.S meter box surrounding box " 36" min angle valve with drain valve N_Z�l 8' min. Qnab Yyooke ball U valve cc tubinK g, conbnuols without oints from main io meter 2 ft. �6" main stone bedding SETTING PARTS angle check exponaion valve wheel 4W HHCA91-323—TV EC-2 METER line size meter size yoke angle yoke ball Val 1" 5/8'x3/4 Y502 BA94-22 & C84-34 1' 3/4" Y503 BA91-323W & C84-34 HHCA91-323—TV & C84-34 EC-2 1' 1- Y504 BA94-444W HHCA94-444—TV EC — INSTALLATION NOTES: moll 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street shall be encased in 3" dia. SCH40 PVC or SDR21 piping, The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 1" X 1- TEE (T444-444) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1" METER INSTALLATION Figure 5 4" CG-6 (Radius to be as (` ARo �� did Combinatfo 2R shown on plans) iL curb and gutter " I I St"d CG-12 I, I I I I I I I I I o cD sidewalk 8" CL of I c side street Optional Flow Lin e a, Expansion a ° ° Joint A IT MIN SECTION A -A Z EXISTING UJ PAVEMENT TABLE LU BERM (OPTIONAL) Z WCV Io to CQ 00 `—EXISTI PAVEMENT a� c� 5 ,� � I I 1 00 co in � � o 10' MIN. Z 7 x Lo N W � �0 W 0 n v 4. � � o 3" *ITMIN. ��W^ 0-:='— ON B-B DRAIN SPACE Z (Radius to be as shown on plans) 6" 2'—On Mainline roadway Note: Width 'B" 2'0" or as shown on typical section. 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 IS MAINTAINED. ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. NOTE: COMB. CURB & GUTTER HAVING A RADIUS OF 300' OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS A RADIAL COMBIN— ATION CURB & GUTTER. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SPECIFICATION COMBINATION 6" CURB AND GUTTER REFERENCE 105 (NOT TO SCALE) PLAN VIEW 6" ' 0 I--1 CG-11 NW W 2. 2 4;ZO X.;: ^-1- °... Class A3 (H.E.S.) Q Concrete SECTION C-C When St'd CG-11 Is used for entrances built in eon etlon with VDOT projects, pleose note • fallowing: M Construct gnide changes with a parabolic curve, -Mainline pavement shall be constructed 10' Parabolic Curve to the R/W line (except any subgrode stabilization required for mainline gape°X(,h' D the a tram)h can be omitted in Edge of shoulder — an a _ _ — or Optional Flow Line — — — D Rodld curb or combination curb — — —' — — — and gutter shall not be constrvcted Mainline Roadway 8X Mox _ beyond the R/W IIne except for — — _ _ — D Slope Change replacement purposes. ® D When used In conjuction with Standard 40' Min for Street Connection CG-3 or CG-7, the curb face on this 5' Min, 20' Desirable for Standard is to be adjusted to match the Commerical Entrance mountable curb configuration. See Standard CG-12 far Curb Romp design to be used with this Standard SECTION A — A When the entrance rodli cannot occomodote the turning requirements of anticipated heavy G lldell0e! for Graft Change D truck trafffG consideration should be given to Increasing the depth of adjacent proposed Entrance Cdume Desirable Maximum sidewalk to 7 k+ehea High (more than 1500 VPD) 0 % 3 % • optional flowline may be used for entrances Medium 1500-1500 VPD) S3 X 6 X In cut sections. Low (less than 500 VPD) �e X 8 % Optional flowlIne may require warping of o potion of gutter to preclude pondIng of water. M TREATMENT CONNECTION FOR STREET INTERSECTIONS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I 502 I AND COMMERCIAL ENTRANCES cost iron cleanout cap with brass plug R having a countersunk square head Ponella Model PA4SV—CSK 4 Ponella Model PA65V—CSK �6� I_ square concrete skid pad 20"x 20'x 12" deep I 4" stone cleanout p' SDR 21 SDR 35 spigot by SDR 21 gosketed SDR 35 bell adapter gasketed bell wye sanitaSDR 35 spigot by sewer main main (see note) gasketed bell 45' SDR 2 bend (see note) 8" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a cleanout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 15', then wye and trend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 OA, MICHA S LE s�• 0S LI EN E No. O� 031162 4 �SSIONAL �G ■ 203.04 CG-12 ■ U� a• rzr�� w QCY > aW� 00 I --I W �O B o o B �' 1. SIDVAREWALK OR I o°o°Ooar > > z JP ` SPACE ALK oar°o° b w 000000 RAMP FLOOR Wr� W 000000000 0 0°0°0°0°0 p Qo°°o°°° ° 6" oar° uu000000000 9' r I /1 0 000000 °000°,•� I---1 A o00a0 °pOaa ° w o°0000°0000°0000 °o TANGENT PLAN °°° SLOPE 12:1 MAX. 6' (� ISOMETRIC 0 7" WHERE ST'D. CG-3, CG-7 IS USED NOTES: VIEW CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP- 7'-4" IS THE MINIMUM _ 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 ST'D. Cr-2 ®6" 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 REWIRED 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 ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP REQUIREMENTS OF ANTICIPATED HEAVY FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TRUCK TRAFFIC. REQUIRED BARS ARE TO BE No. 5 x8" PLACED 1' CENTER TO ENTER ALONG BOTH SIDES SLOPE 12:1 MAX. OF THE RAMP FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2-. �— oil o00000o 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 CONSTRUCTION JOINT CURB/CURB & GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN DATE: JANUARY 2002 PAYMENT FOR CURB/CURB & GUTTER. °000 LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION NTH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS o°o°p STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, SCALE: AS SHOWN V 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 B ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND ROUTE B 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 NO. 3241 SPECIFICATION CURB RAMP REFER02 CE (PERSONS WITH MOBILITY IMPAIRMENTS) SHEET 5 OF 5 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 3' PERMISSIBLE CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN 3 MIN. TO 0 AT THIS POINT OR o PAY LINE CG-12 PAY LINE CG-12 CONTINUE AT FULL HEIGHT ZO )l VARIABLE � WHERE APPLICABLE SIDEWALK V4 TH 0000 4• MIN. 5"x8" BARS O 12" OC 000<° Z00000°o a°o° 0 0 0 0 o 0 0 0°0 c°o°o°o 000° SIDEW SPACE 000000 VAR. VAR. WIDTH SIDEWALK MINIMUM CONCRETE 000000> • �0000 ALK $PA 000000 COVER 1 1/2" 00000,Q o0000 00 OR SIDEWALK SPACE °pO000 M0000 �----�_�-- 6'— I 6'---1 PERMISSIBLE CONSTRUCTION JOINT G RADIAL PLAN No. 5x8" BARS O 12" OC MINIMUM CONCRETE 6 COVER 1 1/2" TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPLICABLE STREET FOR COMMERCIAL ENTRANCE Art CONNECTIONS AND COMMERCIAL (HEAVY TRUCK TRAFFIC ANTICIPATED) 6' 3' 6' PERMISSIBLE ENTRANCES SEE STANDARD CG-13 SHEET 203.10 — — MIN. _ CONSTRUCTION JOINT Ci GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP Z EXISTING INTERMEDIATE CONTOUR "-332- - - - - - SCALE 1"= 2000' 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR ku County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 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 any of these standards, specifications or EXISTING EDGE OF PAVEMENT EX E/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. PROF 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 I EXISTING CURB AND GUTTER EX C4G- CITY OF Z 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation Safety & Health Administration and VOSH Rules & Regulations. PROP C4G WINCHE5TER, ku (VDOT) prior to construction in existing State right-of-way. V3. 1 �. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER 00 0 0 to Co N by VDOT is CG_(0 TRANS. CG-(oR Pi 49 -4 4. Approval of this plan does not guarantee issuance of an entrance permit when such permit shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R >0 C\2 Itt required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's 0) 0 1 C11 CO 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE A� G05T 0 pi r4 ­4 CO CV 3-- LO to with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15 RCP Costello Drive C\2 Z "M responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change as deemed necessary by VDOT. EXISTING STORM SEWER 11 LO Q Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Contractor be PROPOSED STORM SEWER 15 RCP T .0 -P rrnof LU 0 Prior to initiation of work, shall responsible for acquiring all necessary VDOT S TE I .4 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. ja. representative of the developer must be available at all times. EXISTING SANITARY SEWER 1-4 Q) 0 ­4 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 OL EO- 44 Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE 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 embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Q) 0 9. All the based CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE .0 pavement sections on approved plans are on a minimum inspection. Z 800 than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE G G 13 0 M n 10. All roadside ditches at grades of more than 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 L_ 0 LL Airport 19 on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance 0 in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. FLOW LINE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained 12 be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING XXXXXXX FENCELINE X XX 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 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 means 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 VIO. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE Z condition at all times. 0 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V 11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROJECT INFORMA TION > bi sheets, and connections to existing lines. vicinity until an adequate design can be determined e engineer anapproved VDOT. iiittil didtid bthe id d b EXISTING WATER VALVE PARCEL IDENTIFICATION NO, TAX MAP 64 15 F.A.R. CALCULATIONSt 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER STREET ADDRESS: PERMITTED: 1.0 TOTAL 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER TOTAL AREAS1.00 ACRES PROVIDED: PHASE I contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed STOP SIGN PROJECT AREA: 1.00 ACRES prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by DISTURBED AREA: 1.00 ACRES 0.16 AC. BLDGA00 AC. = 0.16 utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) CURRENT ZONING: 52 GROSS FLOOR AREA of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT CURRENT USE1 VACANT 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 RETAIL = 8,000 SF PROPOSED ZONING: N/A 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 PROPOSED USE, RETAIL PROVIDED: PHASE 11 final VDOT approval. PARKING INDICATOR Al2 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES 0.05 AC. 5LDG./100 AC. = 0.05 must be provided to Frederick County prior to issuance of grading and/or site development permits. p V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans GROSS FLOOR AREA < C:1 and further where determined necessary by VDOT Inspector. TEST PIT LOCATION BUILDING SETBACKS:. REQUIRED PROVIDED BLDG. ADDITION = 2,000 SF 19. The developer will be responsible for the relocation of any utilities which is required as a result of his FRONT: 35, IS.S2' 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 SIDE1 N/A 88.2ro' -SIGNS: PLACED ON BUILDING shall meet VDOT minimum design standards and is the developer's responsibility. REAR: N/A (01338, 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected OUTDOOR LIGHTNING, PLACED ON BUILDING PARKING SETBACKS: 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 .. F10- O_ > FRONT: 51 El.5l OUTDOOR STORAGE: NO OUTDOOR STORAGE engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE SIDE, .51 51 PROPOSED acceptance of work. Unit and total prices may be obscured. =7 REAR, 51 N/A 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT BUILDING HEIGHT 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 MAXIMUM = 35' proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable basis. PROPOSED STREET NAME SIGN + PROP. HEIGHT = 24' professional engineer and results submitted to Frederick County prior to pavement construction. If a V18. Final location of CG-12 Curb Ramps shall be determined by VDOT Inspector. PROPOSED SANITARY LATERAL CLEANOUT LANDSCAPE CALCULATIONS PARKING CALCULATIONS geotechnical report has been prepared, it should supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating SANITARY MANHOLE IDENTIFIER LANDSCAPED AREA: REQUIRED: REQUIRED: 15% OF LOT AREA = 6,1534 SF or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines STORM DRAIN STRUCTURE IDENTIFIER (D RETAIL: I SPACE/200 SF PROVIDED: 15% 10,000*/200 SF=50 SPACES, USE 50 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. PROVIDED: EASEMENT LINE INTERIOR REQUIRED: INTERIOR PROVIDED: 50 SPACES I SHADE TREE PER 10 SPACES 5 SHADE TREES E-1 C.) .!!� mi P-4 P__4 UTILITY CONTA CTS FIRE MARSHALL S NOTE CENTERLINE 50 SPACES/10 SPACES = 5 TREES GREEN AREA = 2,212* 0 p4 Z OR 1.4% HANDICAP SPACES REQUIRED: E-1 EXISTING SPOT ELEVATION 12.0 PER ADA = 2 SPACES NJ Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power Fire lane markings and sign GREEN AREA a 5% OF PARKING LOT HANDICAP Or,' P.O. Box 1877 P.O. Box 1458 Winchester, VA. 22604 Any "No Parking" signs and yellow painted curb locations will be installed PROPOSED SPOT ELEVATION X 12 SPACES PROVIDED. 5% OF PAWING LOT = 1,51(o* 2 SPACES E-1 > Hagerstown, MD 21741 (540) 868-1061 1-800-654-3317 by field inspection at the direction of the Fire Marshall's Office. EXISTING TREE DRIP LINE N VAN ACCESSIBLE SPACE) E-4Phone: w Bell -Atlantic Gas: Shenandoah Gas Co. P.O. Box 17398 EXISTING TREE 15 OAK 15" PINE PERIMETER REQUIRED., PERIMETER PROVIDED- LOADING SPACES REQUIRED. I SHADE TREE 40' OF LOT ro SHADE TREES L Z P.O. Box 2400 Baltimore, MD 21297 Winchester, VA 22604 DIIOPV APPROVAL D.L UA PER PARKING I SPA0,000 SF PLUS PERIMETER 243740' TREES, 3' EVERGREEN HEDGE Z 5 (301) 954-6282 (540) 869-1111 PROPOSED jAeEIN TREE J=7_ 1,5P./EACH 30,000 ADDITIONAL SF ADDITI( MISS UTILITY 1-800-257-7777 APPROVED BY THE ZONING ADMINISTRATOR. SITE PLAN SHALL BE VALID FOR A 10,000*/10,000* =11 SPACE, USE ISP. 0 PERIOD OF FIVE (5) YEARS FROM DATE OF APPROVAL. LOADING SPACES PROVIDED: 1 SPACE FCSA CONSTRUCTION NOTES Z INSPECTIONS DEPARTMENT NOTES, 1. BUILDING SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 309 rM 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. USE GROUP M (MERCANTILE) OF THE BOCA NATIONAL BUILDING CODE ISS(o. OTHER CODES THAT APPLY ARE CABO AIII.I-S2 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. for inspection by, the Authority. SIGNATURE DATE 2. ALL REQUIRED EGRESS FROM THE BUILDING SHALL COMPLY WITH A.D.A. 2. The contractor shall coordinate with, and arrange TRIP GENERATION DAIA DATA FREDERICK COUNTY COVER SHEET 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 responsible for the installation of water meters through 2" in pLTH 0 size. Before a permanent meter is set, they require; 1) the frame and cover to be roperly aligned with its meter be to the final the lot; 3� the ditance between the top box and yoke bar; 2) the frame and cover to 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 Project Name: Project Number: proper working order. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY MICHAEL S. STICKLEY INSTALLED CORRECTLY. 814 SPECIALTY RETAIL CENTER 10,000 40.67/1000 SF 540 LICENSE NO. WNCHE6TEFR AQUAfRlUt",01 4 FET CENTEfR 3241 REGEVED 5. For water and sewer services that connect to existing lines: 0 031162 a. The location of the service lateral is to be coordinated with the Autority's engineering assistant. An application for be fees before begin. RAnm 0 7 2002 Magisterial District: Date Plan MIRK service must made and paid work will ONAL of (Month, Day, Year) b. The Autority shall furnish and install all 5/8", 3/4", and I" 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. TOTAL 540 5HAWNEE ID15TRICT JANUARY 2002pLAA The contractor is to furnish and install the meter vault assembly. The Authority shall install the meter. 6. When an existing water main is tapped for the installation of a new line: PROFESSIONAL SEAL & SIGNATURE Owner; Address, Including Zip Code & Telephone No, a. The Autority shall furnish all labor and materials to make the tap. 10 WEEMS LANE b. The developer/contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark SHEET T INDEX JEFF 4 STACEY NETHER6 WINCHESTER, VA 22604 DATE: JANUARY 2002 the location of the tap; (4) make final payment when the work is completed. THESE PLANS ARE IN CONFORMANCE WITH (540) 661-81I98 7. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. FREDERICK COUNTY STANDARDS AND Developer: Address, Including Zip Code & Telephone No, ORDINANCES. ANY DEVIATION OR CHANGE 10 WEEMS LANE DESIGNED BY: MSS 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. I COVER SHEET 2 SITE PLAN IN THESE PLANS SHALL BE APPROVED BY JEFF 4 5TACEY NETHER5 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 661-81S& CONSTRUCTION.(540) Certifying Rani 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 4 SEDIMENT CONTROLEngineer AND LANDSCAPE PLAN assembly as required. The assembly shall meet ASSE standard NO. 1048 or 1047. A remote readout is required. 5 DETAILS 151 WINDY HILL LANE JOB NO. 3241 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 5 i E C; L EX. TRAPEZOiDAL DITCH (2' WIDE BOTTOM) N/F WINCHESTER MEDICAL ICAL CENTER, INC. TM 64 ((A)) LOT 4J D.B. W1, PG. 231 ZONE: 52 USE: VACANT GUY y LIGHT POLE N 52'33'58" W 326.60' (T TAL) _ LL 2 a LILL1__l1$�@' 12'x20' CONC. UMP. PAD W/— �� ENCLOSURE (SE'C� L2FTAIL� -- - / _5HT. IS NOT -- RESPONSIBLE FOR CC-6 5' PARKING LOT MAINTENANCE OR REPAIRS. GATE SETBACK EX, 30' DRNG, ESMT.--<" \-LOADING P C 2' SCUPPER (SEE DETAIL THIS SHEET) I cq N/F TRUSTEES OF THE NORA °GAR5ER TRUST A TM 64 ((8)) LOT 6A V, ZONE: 52 y USE: VACANT Z- tri va \ TEMP. WHEELSTOPS TO BE REMOVED AT TIME ADJACENT LOT IS DEVELOPED AND INTERPARCEL CONNECTOR IS CONSTRUCTED. FUTURE INTER -PARCEL _ CONNECTOR EX51"iH EX. 10' SNENANDOAH GAS TOF=1?2.40 :^. ESMT. D.B. 838, PG. ?610 INV ?N=104:14_-- _ T =10 al m PROP. ONE STORY BUILDING ADDITION 2,000ASF. \ / 80.00' WALLPACK 8' CONC_ S/W— LIGHTING, TYP. (SEE NOTE 3) NOTE: ALL EXTERIOR LIGHTING SHALL BE HUBBELL SERIES NRG-31X OR APPROVED EQUAL. m PROP. ONE STORY WILDING PHASE I GFA = 5 000 S.F. HEIGHT = APPROX. 24' NOTE: ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE FRONT OF THE PROPERTY AND DRAIN INTO THE STORM SEWER SYSTEM IN PARKING LOT. MOUNT HANDICAP ENTRANCE PARKING SIGN (TYP.)TO BLDG. --\ 6' CONC. S/W 10.00, INV= 10030 4' LANDSCAPE STRIP ' , •. .: X ONE ?f/2"IRF EX. TRANS. I -...-- - ----- ----- EX\ FIRE HYD._ J�EX, BOLLARD 40OW HIGH PRESSURE SODIUM "SHOIEBOX" a' LIGHTING, TYP. (SE NnTF E 8826' .a .d. 20' 24' 1 20' • PROP. 1" TYPE PROP. 20' STM. SERV. LINER DRN. ESMT. 3B PROP. 20' WATER LINE ESMT. a, S 3/4" WATER 1 METER CLEAN OUT GG -6R INV= 10630 PROP. F.H. 8 W/ 1.6'RI6ER d GV. p� 8' a' (TYP.) m CG- 4" SDR-21 PVC TAP BY PROP. 6" I.P. >END CtG N SAN. LAT. 9 225% FCSA CL 52 W/M ry ' 10'�W ESMT.838, PG. 14 — - 1/2"IRF SMN Q `r L _ 14.02 CG-12 — r. • f _ _ _ e Ya =" --_- ` EX GdG EX. 5` GONG, S;W MATCH EX. G#G EX, 30 RCP STM. SEW. TO EX. 5TORMWATER MANAGEMENT POND (E3" OTHERS) _ / 20 10 0 20 40 SCALE: 1" = 20' QN I � 1550' SIGHT 550' SIGHT X DISTANCE DISTANCE n r N/F CROSSROADS MALL TM 64 ((8)) LOT 5A ZONE: 52 USE: RETAIL I EX, FIRE HYD. } M i EX. I ZIPRA� EX.SMH I TO BE /'Ex� TOP=112.12 REM VED t�f INV OUT=106.51 i � MATCH EX. G tG i T - L J EX. IO' SNENANDOAH GAS CO. ESMT. D.5v838, PG. 1610 3A -EX. 20' SAN. SEW. -- _ WV ESMT. �E- _-__-- -- — — — — d < • _'. _ �- EX. 24" RCP STM, 5EW, EX.DI 3J 24"INV IN=108.18 MATCH EX. CtG 30"INV OUT008.00 PORTION OF EX. C 4G AND S/W TO BE REMOVED C05TELLO DRIVE (PRIVATE ROAD) W' RIGHT-OF-WAY NO POSTED SPEED LIMIT I N/F THE fi RICE COMPANY TM 64 (l8)) LOT I D.B. 82% PG. 481 ZONE: 52 USE: RETAIL SALES SITE PLAN NOTES: 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4,5 d 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 2000. 2. ALL PROPOSED UTILITIES SHALL BE LOCATED UNDERGROUND. 3. EXTERIOR DOWNCAST LIGHTING (WALLPACKS) SHALL BE HUBBELL LIGHTING NRG-31X SERIES OR APPROVED EQUAL. ALL SITE LIGHTING SHALL BE DOWNCAST TO PREVENT GLARE ON ADJOINING PROPERTIES AND RIGHT-OF-WAYS, 4. THERE ARE NO OUTDOOR STORAGE AREAS PROPOSED WITH THIS PLAN. 5. THE PROPOSED ENTRANCE SIGN SHALL BE LOCATED A MINIMUM OF 10' BEHIND THE RICH -OF -WAY LINE AND SHALL MEASURE 8' BY 4' (32 SQ. FT.). ALL OTHER SIGNS FOR INDIVIDUAL STORES SHALL BE MOUNTED TO THE BUILDING AND MEET ALL ZONING ORDINANCE REQUIREMENTS. NOTE: THERE ARE NO STEEP SLOPES, WOODLANDS, FLOODPLAINS, WETLANDS, SINKHOLES, STREAMS, DRAINAGE WA`1'5 OR OTHER SIGNIFICANT ENVIRONMENTAL FEATURES ON THIS SITE. 4" REINFORCED CONCRETE 30M PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" - I' 4' •:d I= 4"/ =1 I I=1 I I=1 I I I=1 I I=1 I I=1 I I=1 COMPACTED SU15GR4DE (wil DENSITY) CONCfRETE 5IDEW,4LK DETAIL (NOT TO SCALE) �— PAVEMENT 2' CURB CUT �21 d d T T 0 OT SPEC. 414.03, CL. I, TYPE A T''PE I SCUPPER DETAIL NOT TO SCALE CG-&R DEPRESSED GUTTER HAND( SYMBOLS STRIPED AREA 8' L8' VAN ACCESSIBLE SPACE 5' FOR REGULAR SPACE HANDICAPPED PARIGING DETAIL N.T.S. A :a• . • •' 5311 • • �I .. • ... .. • G • d: ,d . i ,. lli •• ltyp) SLOTS FOR DRAINAGE 911 A p 11 .. d 5311 11-�11 IIII � •T. 2-24" "6 REPARS (Typ) 911 FOR WHEEL STOP II SECTION A -A WHEEL STOP Dt-whletalot NOT TO SCALE Z W W Z — Z WC\2 o co C\2 0 Co. Q a) co �ao CO LO I a� Zx �tko W 910 W Lo Ql Lo U to ^' a) 0 w �n O 5 E- Q MICHAEL S. STICKLEY LICENSE No. �O 031162 s 100NAL DATE: JANUARY 2002 SCALE: 1"=20' DESIGNED BY: MSS FILE NO. 3241 SHEET 2 OF 5 J 20 10 0 20 SGALE: I" = 20' 0 z W W GRADING ELAN NOTES: 1. BOUNDARY INFORMATION TAKEN FROM PLAT ENTITLED "PROPERTY LINE ADJUSTMENT PLAT LOTS 4,5 t 1 GARBER BUSINESS CENTER" PREPARED BY TRIAD ENGINEERING, INC. AND DATED MARCH 15, 20M. z 2. TOPOGRAPHIC INFORMATION FROM FIELD RUN SURVEY BY GREENWAY ENGINEERING DATED JULY 5, W 2000. c� o to cv 00 3. TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), THE CONTRACTOR SHALL CONSTRUCT � It THE HANDICAPPED PARKING SPACES NOT TO EXCEED 29e SLOPE BOTH IN LONGITUDINAL AND CROSS a SLOPE. ADDITIONALLY, THE ACCESS ROUTE FROM THE PARKING SPACES AND/OR RIGHT-OF-WAY SHALL cco o0 NOT EXCEED 5% IN LONGITUDINAL SLOPE OR 2% IN CROSS SLOPE (EXCEPT FOR THE CG-12 � HANDICAPPED RAMPS). Z y x cv 4. 5TOR1" (WATER MANAGEMENT FOR THIS SITE IS SATISFIED THROUGHT THE DESIGN AND CONSTRUCTION W p o OF THE STORMWATER POND ASSOCIATED WITH THE SUBDIVISION DESIGN PLAN FOR COSTELLO DRIVE W PREPARED BY GILBERT W. CLIFFORD < ASSOCIATES, INC. NO IMPROVEMENTS t0 THE POND ARE 0 a,n y� REQUIRED AS A RESULT OF THIS DEVELOPMENT. H ANr 0 �, w v�i r z 0 5 w a w H A ll-i�e4VQlslq NUR 0� TQ MICHAEL S. STICKLEY y LICENSE No. 031162 10+00 10+50 11+00 10+00 10+50 11+00 DESIGNED BY MSS V 5CALE: 1 n = 5' FILE NO. 3241 W 5GALE: 1" = 50' SHEET 3 OF 5 NOTE: A LAND D15TUR5,4NCE PERMIT MU5T BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORK5 PRIOR TO COMMENCING 51TE GRADING WORK. SCALE: 1" = 20' EROSION/5EDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3D2 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 O XX x SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3jM �D � TEMPORARY DIVERSION DIKE 3.10 O■� TEMPORARY FILL DIVERSION 3.12 �V .}�}� DIVERSION 3.13 TEMPORARY SEDIMENT TRAP 3.18 O ® OUTLET PROTECTION 320 CHECK DAMS 333 O --— SODDING 338 O 0-0-0 TREE PROTECTION LCG 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 EROSION AND SEDlt"iENT CONTROL NARRATIVE PROJECT DESCRIPTION THE PROPERTY IS LOCATED APPROXIMATELY 100 FEET EAST OF THE INTERSECTION OF ROUTE 522 AND COSTELLO DRIVE. THE SITE AREA IS 1.694 ACRES OF WHICH APPROXIMATELY 1.60 ACRES WILL BE DISTURBED FOR THIS PROJECT. THIS PROJECT CONSISTS OF THE CONSTRUCTION OF 8000 SF OF RETAIL/STORAGE SPACE AND ASSOCIATED PARKING. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONSISTS VACANT. ADJACENT PROPERTY THE SITE IS BOUNDED BY BUSINESS PROPERTY TO THE EAST, SOUTH AND WEST. COSTELLO DRIVE BOUNDS THE SITE TO THE NORTH. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH). 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 CONTROLLED BY SILT FENCE INSTALLED ADJACENT TO THE ENTRANCE. CULVERT INLET PROTECTION SHALL BE INSTALLED ON THE EXISTING 24" RCP CULVERT TO THE NORTHWEST 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 (-I) DAYS AFTER FINAL GRADING IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (-I) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED IS TO BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. SEDIMENT TRAPPING MEASURES SHALL BE INSTALLED AS A FIRST STEP IN GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER INSTALLATION. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND 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 OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. 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 ST,45 LIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINAL GRADING. SEEDING SHALL BE DONE ACCORDING TO STANDARD AND SPECIFICATION NO. 332, TABLE 332-C, OF THE VESCH. 5TOR-IWATER MANAGEMENT STORMWATER MANAGEMENT FOR THIS SITE HAS BEEN PROVIDED THROUGH THE CONSTRUCTED POND FOR THE SUBDIVISION. SEE PLANS ENTITLED "SUBDIVISION DESIGN PLANS FOR COSTELLO DRIVE" PREPARED BY GILBERT W. CLIFFORD d ASSOCIATES, INC. SEEDING NOTES: 1. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 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 eO% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED 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 OF 200 GALLONS PER ACRE. LAND5CAPE LEGEND KEY SYMBOL BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY REMARKS TR THUJA Reingold RHEINCsOLD 3611 li AS © ARBORVITAE: SHOWN CP CRATAEGUS WASHINGTON 2-1/2" CAL. 4 AS Phaenopyrum HAWTHORN SHOWN CC CERCIS EASTERN 2-1/2" CAL. 5 AS Gana denSlS REDBUD SHOWN PYRAMIDAL 2-1/2" CAL. 2 AS CB ® CARPINUS betulu5 EUROPEAN SHOWN HORNBEAM Z W W Z Z W C\2 o 0 0 00 a� c� C\, co CO ko .G rn Wb cu 40 Ln Hw ^ awi �°.19 w z O U) 5 w w E- Q � AL TH 0�, r G u MICHAEL S. STICKLEY LICENSE No. Ai, 031162 Cs4�, PWIA-10NAL I I 0 DATE: JANUARY 2002 SCALE: 1" = 20' DESIGNED BY: MSS FILE NO. 3241 ESLGND2 SHEET 4 OF 5 SILT FENCE INSTALLATION GRAVEL AND DIRE 1IESH STONE CONSTRUCTION ENTRANCE (� DROP INLET SED IrIENT CULVERT INLET 5ED i1""IENT TRAP Z 1. SET THE STAKES 2. EXCAVATE A 4 x 4 TRENCH RUBBER HOSE UPS ALONG THE LINE OF STAKES. F i L TE R 10' MIN GUY WIRE Nit GAUGE / A PAgTVEt' ENT W TURNBUCKLE — I / i 3 UJ I_ GLASS 1 RIP RAP OUNTABLE TREE WRAP WITH 50% OVERLAP d� � — I I— —1 4" 1 ` WEADWALL FILTER CLOT 6" MIN. A BERM (OPTIONAL) FLAGGING TAPE ON EACH WIRE _-� II 18" MIN. �\ _ P� SIDE ELEVATION II— GRAVEL (12"MIN. DEPTH) 2" DOUBLE SHREDDED HARDWOOD / EXISTING 10, MIN. MULCH/3" SAUCER. PLACE TOP 1/8 OF RUNOFF WATER- o to 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT THE WITH SEDIMENT- j B WABHRAGK 10' MIN. CD co ROOTBALL ABOVE FINISH GRADE TO STAKES AND EXTEND IT EXCAVATED SOIL. � � I � I I i / / (OPTIONAL) � C � INTO THE TRENCH. / I -=:.---- . ' " - '-*•--�,�-� �' VDOT'3,'3s1, oil 5 I 3 STAKESDInENr STORAGE / COARSE AGGREGATE Q a� 4—� 12' IN, PAVCQ EXIEMENT Ph , to to I rn ROOTBALL-REMOVE TOP 1/3 OF I = ' = eve °a \ POvITIVE DRAMAGE 10' Mny x' tc� -I I _ VDOT COURSE _ I —",III I III- 'STORAGE OF�TEII RY sEEDIMEENNT AGGREGATE TO SEDIMENT BURLAP AND CUT ROPE AND/OR I=1 —I �II IIII � B TRAPPING DEVICE REMOVE WIRE BASKET FROM BALL III— III WIRE MESH TRAP, STD. 1 SPEC. 3.13 T1 0 p SEDIMENT • MST EXTEND FULL WIDTH OF W q O FILTERED 61 C.TIACI� WET STORAGE INGRESS AND EGRESS OPERATION O 4 tLo -III=III=I I=_=_=I LIGHTLY COMPACTED SETTLING MOUND — I — WATER 113ELOWBASEOFSTGNE) i=ERSPECTIUE �iEI.0 PLAN VIEW � � � Q) X —III—III III III —I I III —III— SHEET FLOW INSTALLATION BASE Oho T �1� d 4" VARIES 4" (PERSPECTIVE VIEW) of STONE BERM) V PIPE INVERT NATURAL GROUND .-� � E � RIPRAP HEADWALL - IT MIN. w ICI r '�—_ 3" MIN. � r•. �' SPECIFIC APPLICATION AREAS TO BE DISTURDED s Q) TYPICAL PLANTING DETAIL - TREES OVER 2-1/21' CALIPER (CUT, FILLED,ETGJ 3 MIN. � � (NOT TO SCALE) FLOW f`igW 171 3 FILTER CLOT14_ t THIS METHOD OF INLET PROTECTION IS APPLICABLE �� FLOW SECTION A -A w A _ WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED IS 1 BUT NOT WHERE PONDING AROUND THE STRUCTURE I'x4"x4'-8" SLATS, 2-FINISH NAIL AT I -I MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGEY CLA867 RIPRAP TOP AND BOTTOM — — TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. -1L VDOT 43, "1, OR 5 COARSE AGGREGATE 2"X4"X4' BEAMS, TOE NAIL TO P05T POINT A SHOULD BE HIGHER THAN POINT B. MAX SEDIMENT DEPTH (CLEAN OUT POINT) AT In VOLUME OF WET STORAGE AREA • GRAVEL SHALL BE VDOT 03, 0351 OR *5 COARSE REINFORCED CONCRE DRAM SPACE Z dillDRAINACxFRONW ELEVAAY TION) AGGREGATE. 0 _ Ef� ELE V,4T I ON SECTION e-e a ESD-30Y 4"X4"XS' POSTS � cG-11 SOURCE: V . DSr- PLATE. 3.01-2 ARE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 ONS i TE TYP i CAL PAVE1-TENT SE CT i ON •• Street approach some 1.25" a'-0u _ surfacing as mainline (y A roadway. W NOT TO SCALE 1 4" CG-6 (Radius n la as (Radius n la as NOTE: PRESERVATIVE STAIN ON ALL WOOD. — _ ♦(adl'd C G- 6)tio 2 R shown on plane) curb and gutter shown an plane) St'd. CG- 6 COLOR r0 MATCH THAT of BLDG. 6111 ril�11= = I I I I I I I I I I PA Ri< I NCB LOT — — — —I I— - St'd CG-12 n 2 Q 2' 8 Ii—I i I —III 11 cJ V ,• cq c Sidewalk • 2" SM-2A SURFACE COURSE III a CL of CONCRETE FOOTING - ;}. 1 - 6" side street Optional now Lin 6" W e e o Expansion Expons on / e • F =1 6 SUBBASE VDOT STD. CzR-21A III:vLe2 a Joint a—L 1= _ _ _ _ _ _ _ a e Joint . -' � —III—III— — — — — — — — — d e ... ' =I I I —I I I —I I I —I I I —I I MI I I=I I I —I I I —I I I- COMPACTED SUBC;RADE A Class A3 (H.E.S.) q i.I i I-1 i I—i I=1 I-1 i I-1 I I-1 i I-1 i I—i (COMPACTED TO 95% DENSITY 6".1. Note: Width "S' 2'0" or as Mainline roadway Concrete WOOD FENCE DETAIL AT OPTIMUM MOISTURE CONTENT shown on typical section. NOT TO SCALE VDOT VTM-1 METHOD) PLAN VIEW sECT1oN c—c p,LTH 0 THIS AREA MAY BE CONCRETE BOTTOM OF CURB &GUTTER MAY 6, AT THE OPTION OF THE CONTRACTOR BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PAVEMENT DESIGN BASED ON A SUBCRADE CBR DESICxN VALUE OF 6, SOIL TEST THIS CURB IS TO BE USED WHEN when St'd CG-11 Is used for entrances built PROVIDED A MINIMUM DEPTH OF 7" In can ctlon with VDOT projects, please A OF THE SUBCxRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED DESIGN SPEED IS 40 MPH OR LESS IS MAINTAINED. ® Construct note the following: U MICHAEL S. STICKLEY a a PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. grade changes with a parabolic curve. ••Malnlins pavement shall be constructed ON RURAL HIGHWAYS AND 45 MPH 10' Parabolic Curve LICENSE No. to the R/W Ilne (except any subgrode n"d� d - + _ .Q ... Dt-pvmt2 OR LESS IN DEVELOPED URBAN & /-, stabilization required for mainline --}.-y pavement which can be omitted in d a • e ° ° d 53" Edge of shoulder ex Max. ® D the entrance. 031 162 A.• l .. :. a �. I{ ..a SUBURBAN AREAS. slope Change _ — _ _ _ ) e ' `• �. II • or Optional Flow Line — — — — — — — — — — — — — D ll A Radial curb or combination curb a NOTE: Mainline Roadway ex Max. eeydaod t e R� not be constructedept for SSjONAL WIRE MESH REINFORCING VD.O.T. slope Change — — — — — — D replacement purposes ROAD AND BRIDGE STANDARDS SECTION 3(diO4 COMB. CURB &GUTTER HAVING A RADIUS s 1 -lo all OF 300 OR LESS (ALONG FACE OF CURB) 40' Min for Street Connection when used in ,the curtlon with Standard CG-3 or CC-7, the curb face on this (Typ) SLOTS FOR DRAIN46E 6„ SHALL BE PAID FOR AS A RADIAL COMBIN— 5' Mln. 20' Desirable for Standard Is to be adjusted to match the .:i.•� :.;�:. •. .i,.4.�, ' i" mountable curb configuration. ATION CURB & GUTTER. Commerical Entrance w See Standard CG-12 for Curb Romp design CLASS A-3 CONCRETE to be used with this Standard sEcnoN A — A sole + THIS ITEM MAY BE PRECAST OR CAST IN PLACE. theturninq requirements off anti ipatteedoh°etasvy - d 53" ro" BASE 21-A truck traffic, consideration should be given to Guidelines for Grade Change D Increasing the depth of adjacent proposed 1'-OII COMPACTED SUBGRADE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, sidewalk to T Inches eT 2-24" e(o KEBABS Entrance Colums Desirable Maximum l7yp.) (COMPACTED TO 95% DENSITY AT OPTIMUM 4000 PSI IF PRECAST. High (more than 15M VPD) o x 3 % • Optional flowiine may be used for entrances FOR WHEEL STOP Medium 1500-1500 VPD) s3 x 6 X n cut sections. g MOISTURE CONTENT, VDOT VTM-I METHOD) Low (lees than 500 VPD) s8 x 8 x Optional flowline may require warping of a u SPECIFICATION COMBINATION 6" CURB AND GUTTER portion of gutter to preclude ponding of water. r (NOT TO SCALE SPECIFICATION METHOD TREATMENT SECT I INN A -A 105 REFERENCE CONNECTION FOR STREET INTERSECTIONS � III C a '�-CJ ��1�CJT� 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 502 AND COMMERCIAL ENTRANCES uJ�IEEL STOI 203.04 _ (NOT TO SCALE) cG-12 E. Dt-wnlatalot NOT TO SCALE 3. PERMISSIBLE Y It a � Dt-alum ad — _ MIN. CONSTRUCTION JOINT TAPER CURB HEIGHT DOWN 3 pp — — — _ _ _ _ _ TO 0 AT THIS POINT OR w PAY LINE CG-12 PAY LINE CG-12 CONTINUE AT FULL HEIGHT oo WHERE APPLICABLE Sip(ABLE WIDTH 0000 c e000 EWq� 0000 4• MIN. 5'x8" BARS O 12' OC 000c z?0000000 SIDEWq� SPACE coo VAR• VAR. WIDTH SIDEWALK MINIMUM CONCRETE 000000> 0000ep ooeoo Q o0000 oo COVER 1 1/2" 000000 0000 trench width °p OR SIDEWALK SPACE V�� • 1.4 as required l- - 6 --1 6 --a PERMISSIBLE O 6' olio. schedule 40 steel CONSTRUCTION JOINT CC • :r ' ' pipe filled with concrete 3' •' and painted yellow MINIMUM CONCRETE RADIAL PLAN No. 5x8" BARS O 12" OC METER BOX and COVER COVER 1 1/2" TYPICAL ALTERNATE RADIAL PLAN *FOR COMMERCIAL ENTRANCE �' 7' A FOR USE AT APPLICABLE STREET W 2' METER SIZE METER BOX METER BOX COVER CONNECTIONS AND COMMERCIAL (HEAVY TRUCK TRAFFIC ANTICIPATED) �Icc . •.� :;i.:'lj: i. 5/8'x3/4" or 314 18 in. Dio. Non-Traff c M32C PW SEE STANDARD CG-13 SHEET 203.10 `4 s' 3' s' PERMISSIBLE ENTRANCES 18' dia. 1'-6 Traffic c A32HH - T — — — MIN. — W Z H CONSTRUCTION JOINT 0 Non -Traffic MC-30 (Frame) WiTH RML-1-T (Top Ud) Q W concrete 1' 24 in. Dia. encasement •� 3 Traffic MC-30 (Frame) WITH RML-12-T (Top Ud) B B o° c' d JPR u t�� VAR. OR 000 ¢ of e H v .see conccc o re lock treated 2"x 4" with SPACE ALK I 000c > > BOLLARD DETAIL op paintedblue N > NN °OpO°O RAMP FLOOR W F•+1 cost iron ousters cap with brass plug oo 0000e0000 r , meter Cover 000 °OpO000000°°° having a countersunk square head 6 0000°O000000°�, set 2" above o0000 000000co Panella Model PA4SV-CSK 4 0000000 °p000 fin. grade prior A ° o0000 °o0 9 vanes as required to sodding 18" Panella Model PA6SV-CSK �6� oo°o°Oo°00000 °poo concrete d °O0000000000 0 r� direction of setting to be approved prior to installation pad finished rode o000o0o0 �y SLOPE 12:1 MAX. 1 -s sq. x s seep , TANGENT PLAN oe corporation 8"-21, r �Op 3• stone bedding star by F.C.S meter box IL w surrounding box J' 6' as required [concrete pod V-6' sq. x 6" deep square concrete skid pad ISOMETRIC angle check valve 20 x 20"x 12" deep VIEW 1' 36" min with droin valve ® 7" WHERE ST'D. CG-3, CG-7 IS USED NOTES: Z CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE CLASS A-4 IF PRECAST) WI - - 4 ' ( E S NTH SLIP - 8' min. n le oke - I Y - _- 7' 4" I 4' Stan - = - SIDEWALK A IS THE MINIMUM Q a E LK ARE � ball valve - II RESISTANT T T - U ES S AN INTEGRAL DETACHABLE WARNING SURFACE 2" min. 8" max. U ACE COVERING THE E ENTIRE WIDTH F REQUIREMENT T D 0 THE l I Q 0 L 4" stone RAMP FLOOR RAMP FL OOR LOOK MAY BE PRECAST OR CAST IN PLACE. THE DETACHABLE WITH OR WITHOUT BUFFER STRIP ) ( ) ACHIEVE A 12":1 SLOPE screw type type K copper 1' I WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT / adjustable valve box 36' min. tubing, continuous ST'D. CG-2 ®6" 7'-4" EXCEED A MAXIMUM SLOPE OF 12:1. �ston' without joints from 2 ft. cleanout pi OR CG-6 water main main o meter 6" stone bedding SDR 21 8.33% MAX. screw type 9 = � — FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR adjustable location marker METER SETTING PARTS 4" BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. valve box SDR 35 spigot by stone stone to be minimum stone valve m alu ed lips meter oke angle yoke angle check expansion of 6' above to of base 99 size size y ball valve valve wheel SDR 21 gasketed 7" DEPTH TO BE USED WHEN THE ENTRANCE IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT p locator marker to main curb k gutter SDR 35 tell adapter RADII CANNOT ACCOMMODATE THE TURNING ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP megalugs 1" 5/8'x3/4 Y502 8A94-224W HHCA91-323-TV EC-23 stone Street gasketed bell Wye SECTION A —A FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. k C84-34 (see note) SDR 35 spigot by REQUIREMENTS OF ANTICIPATED HEAVY alugs ��:—megalug 1" 3/4" Y503 BA91-323W HHCA91-323-TV EC-23 sanitary gasketed bell 45' TRUCK TRAFFIC. do C84-34 do C84-34 sewer main SDR 2 REQUIRED BARS ARE TO BE No. 5 x8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES �•; :<,> bend (see note) SLOPE 12:1 MAX. :r1' 1" 1' Y504 BA94-444W HHCA94-444-TV EC-4 &i o OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2". AREM......::......................... ` ..> o back of°:> THIS ITEM MAY BE CAST CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR .... ...:� „ .•'-,.` `'s'"•:%:_:: >.•�..^a.«t, ;+ .-:c;.};i,tif::: oo ° o000000 :.; . '; t"::� INSTAUATION NOTE : sidewalk :<: ;,.:• ^; is '::_.-... HYDRAULIC CEMENT �,� .:••:•: OR PRECAST IN PLACE CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, C E CON 1. Exact location of meter box assembly n COMPLETE -IN -PLACE. RS O 12" C .ram 5'x8" BA 0 PERMISSIBLE to be approved prior o to installation. mechanical joint thrust block 18 to 24 PP P;'`` 6 stone bedding SECTION 8—B CONSTRUCTION JOINT CURB/CURB do GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN DATE: JANUARY 2002 %..; swivel tee with2. Water service crossing street shall be Pe:;:: PAYMENT FOR CURB/CURB do GUTTER. 78'x 8'x 16" solid block Y Y 6' branch encased in 3' dia. SCH40 PVC or M o v NOTE :1.Whero length of service lateral to exceeds (for valves 12" and larger) SDR21 piping. The piping shall run from � � 75' a cleanout assembly shall be furnished at o°O000°o° LIMITS OF EXPOSED AGGREGATE SIDEWALK WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS y . . y the property line. go STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. one foot beyond sidewalk, across the SCALE: AS .SHOWN street, to one foot beyond sidewalk. 2. H top of sewer main is greater than 15', then Y Wye and bend to be heavy wall SDR35. 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 1" X 1' TEE (T444-444) ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE FIRE HYDRANT ASSEMBLY Note: this detail is also DUAL METER INSTALLATION BeACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FiRM AND ROUTE Tj9 WITHIN THE RIGHT-OF-WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARD - Figure 9 used for butterfly valves 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 S 8"x3 4", 3 4" & 1 METER INSTALLATION SEWER CLEANOUT 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, GATE VALVE Figure 5 Figure 17 FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. JOB NO. 3241 Figure 8 SPECIFICATION REFERENCE CURB RAMP 5(PERSONS WITH MOBILITY IMPAIRMENTS) 504 Revised 3-26-96 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.09 SHEET 5 OF 5