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Home My WebLink About22-04 The Summit Clubhouse - Assembly - Gainesboro - Backfile (2)GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPf'kTIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING. AT HIS EXPENSE ANY AND ALL UTILITIES. INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OI PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE CONTRACTOR SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIE'i1 BY THE DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND I)EFICIENCIES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO RAINFALL EVENT OCCURS. 5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 6. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER. 7. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95 % OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED -TREET RIGHT -OF -WAY. AT THE DIRECTION OF INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 8. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A C.tIECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. 9. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM- 76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERT'ORM THESE TESTS. 10. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON FIELD SURVEY PERFORMED BY URBAN ENGINEERING & ASSOCIATES, INC., AND AERIAL PHOTOGRAPHY. 11. THE ROAD DESIGN HAS BEEN BASED UPON AN AVERAGE DAILY TRAFFIC VOLUME OF 430 VPD (43 LOTS X 10 TPO). 12. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF, OR OTHER EXISTING STRUCTURES .NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED TO SATISFACTION OF THE INDIVIDUAL PROPERTY OWNER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FRCJI EXISTING CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT. T 14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY FACILITY READI' FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL THE WORK TO BE IN ACCORDANCE WITH APPLICABLE DEPARTMENT OF HEALTH, LAKE HOLIDAY ESTATES UTILITY CO., FREDERICK COUNTY AND THE CONTRACT DOCUMENTS. 15. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, S`UCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. THE DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. CUT SHEETS FOR THE CONSTRUCTION WILL BE APPROVED BY THE ENGINEER. 17. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE LAKE HOLIDAY ESTATES UTILITY CO. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THEM AS NECESSARY. 18. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. 19. THE CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE INTENT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ALL AREAS TO SEEDED IMMEDIATELY UPON ESTABLISHING FINISHED GRADE. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN 80 CALENDAR DAYS. 20. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK IN AFFECTED AREAS. 21. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 22. EXACT LOCATION OF SEWER SERVICES TO BE DIRECTED BY THE LAKE HOLIDAY ESTATES UTILITY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE TO THE INSPECTOR AS MAY BE REQUIRED IN THIS EFFORT. 23. CONTRACTOR RESPONSIBLE FOR ADJUSTMENT OF ALL EXISTING UTILITIES TO MEET PROPOSED ELEVATIONS. 24. BUILDER RESPONSIBLE FOR DRIVEWAY ENTRANCES AND CULVERTS. LOCATIONS OF PE-1 ARE SHOWN IN THIS PLAN FOR INFORMATION PURPOSES. FINAL LOCATION TO BE DETERMINED AT HOUSE SITING STAGE. CULVERT SIZE TO BE MAINTAINED. 25. GRINDER PUMPS FOR LOTS SHOWN FOR INFORMATION PURPOSES. CONNECTIONS TO GRAVITY MAIN ARE SHOWN ON THIS PLAN. INSTALLATION AND MAINTANENCE PUMP AND FORCEMAIN TO BE MAINTAINED BY PROPERTY OWNER. 26. FCSA METER BOXES AND APPURTENANCES TO BE INSTALLED ON EACH LOT PER FCSA REGULATIONS AS SHOWN IN THIS SET OF PLANS. 27. FCSA SANITARY LATERALS TO BE INSTALLED ON EACH LOT PER FCSA REGULATIONS AS SHOWN IN THIS SET OF PLANS. 28. AS BUILD PLANS TO BE PROVIDED BY CONTRACTOR AND/OR DEVELOPER AT COMPLETION AND ACCEPTANCE OF WORK. . I. ,1 fir, Ai VICINITY MAP SCALE: I "= 2000' LAKE HOLIDAY ESTATES UTILITY COMMISSION ACCEPTANCE PROJECT: THE SUMMIT CLUBHOUSE FREDERIC:K COUNTY, VA OWNER/DEVELOPER: LAKE HOLIDAY, LLC 100 LAKE HOLIDAY ROAD CROSS JUNCTION, VA 22625 CONTACT# (540) 888-9310 ENGINEER/SURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC. 600 PEGA'SUS COURT #101 WINCHESTER, VA 22602 TELEPHONE # 540-450-0211 ZONING: RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT (R5) PROPOSED USE: ASSEMBLY CURRENT USE: STORAGE TOTAL PARCEL ACREAGE = 11.94 ACRES TOTAL DISTURBED ACREAGE = 2.90 ACRES TOTAL NUMBER OF PROPOSED LOTS = 1 LOT TO BE SERVED BY PUBLIC WATER AND SEWER. NO TITLE REPORT FURNISHED. UTILITY COMPANY: LAKE HOLIDAY ESTATES UTILITY COMMISSION CONTACT# (540) 888-3549 SHEET INDE . , • , i . . 1: N A I INAL S fF LAi'l PROVED 17 DAT Q O 6 Z 0000 A Z r- Co a a p o ~ W N (Z o 7 a O U y COO U C7 ct � a � � o c� ,SHEET 1 OF 6 k I DDD�!TY FREDERn�txiE•JE�_. F CARS SMS, 21 D6.68' 3A))-(6)"526 T•M,18A3 (( Z RESIDENTIAL I USE: I LEGEND: "NO PARKING" SIGN LEGEND NIF DAiAD M' F , G• 409 SIGN TYPE "A" SIGN TYPE "C" 69.771' O"485 .OAS-(�3P))' S T.M. 'U'J" " KD s ZON�IDEN�_� USE. R N/F gAUGHNE, GREGGps66P 584 3"(3A 1SA. ATMZONRIAL_.. UESI RESIDE `- , SCAN, Ei•UX Z RAY 96$ PG. j6 STANDARD WORDING WITH AN STANDARD WORDING WITH AN D918A3�A))"(5) ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING T.M. ZOE; RNTIAL E TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN USE: RESIQ MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE LINE OF CURBING OR THE LINE OF CURBING OR THE N F ET•UX PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END 0 MARY C, SCflRAD R,1Z4g' PAINTED AREA. PAINTED AREA. Dg'110' 3A))"(5) 482 ZONE*, IDENTIAL USE:RE N/F ) ET.UX 1 w. 6ENJAMIN M' 020008g9 INST NO. 3A))'(5 1 T•M,18A3"(( 1 Z0 ESIDENflA , USE: R N/FER� ET.UUX J•L �44g PG• ) ,180 d .M•B SAS.-((3�)) R5 I T.M. Z RESIDENTIAL F L SE N/NKEL ET.A _...�. U LOAM M HE03pOp9211 t. INST N • 3A))"�5"479 ,..�..�-- T M 18A3'(( R � w. ZONSI NTIA, RE DE F AE USE N/UB INC+ ET NEE, I CAKE,HOUD90+ PG. Y' 40 5 NAME G. .11 t % ET 5 Y 5 418 p1M1E ET. DB . 3((3A))-O DD 5g9, P " 5) 4MING+ UX --•"4 M. 18A 5 _ 34 ( S 630 F X i ZONE.IDEN¶AL18A3 (( S T.M.T'' NE: RS TIAL JACQNEUNE7 PG 15 -416 I-N��ARTY, ET9 USE. RE ZRESIpEN DD18p3"((3A)) O OM ' 5 .4Z5 USE LM' ONE: RSTIAL ICNN� N �' 1( )8 ZONE: USE: RE T.M• 18A3 pN R5 Ti USE RESIDER 7 I N/F S ET,UX" WALTER 351 S K. PG.JAM 4 T M 180 ZONE: 1DENTIAL � USE. RE q ` 6" CONCRETE • R 4" SUBBASE VDOT STD. GR-21A �-COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) STAMPED CONCRETE WALK TYPICAL SECTION SIGNS 1.5" SM-2A SURFACE COURSE TYPE "A" FIRE LANE SIGN 2" SM-2A SURFACE COURSE 2" BM-2 BASE COURSE TYPE "C' FIRE LANE SIGN N s a ,y,� �, ` , :. N .E ,.,'' + ,+ .��.W ,I 6 SUBBASE VDOT STD. GR-21 A .;. „ �� 6 SUBBASE VDOT STD. GR-21 A $` .m( .' _ )'-)*$~ COMPACTED SUBGRADE " x° COMPACTED SUBGRADE i f; PARKING LOT PAVEMENT , ... § RY 1— 1 l 4 9 d €., i ➢ .' (COMPACTED TO 95% DENSITY , .1: ,,.. (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) ACCESS AND LOADING AREA PAVEMENT TYPICAL PARKING LOT PAVEMENT SECTION TYPICAL ACCESS AND LOADING AREA SECTION NOT TO SCALE NOT TO SCALE STAMPED CONCRETE WALK * WHERE EXISTING PAVEMENT CONTRACTOR TO OVERLAY AREA WITH 2" SM-2A SURFACE COAT. 0 I �t- a 4. cd e e a PIPE BOLLARD N.T.S. 6" DIA. PIPE FILLED W/ CONCRETE. PAINT AND (2) COATS ENAMEL TRAFFIC YELLOW FINISHED SURFACE CAST PIPE IN CONCRETE FOOTER PARKING TABULATIONS TOTAL USEABLE FLOOR AREA = 6447 PARKING SPACE REQUIREMENTS = 1 PER 250 SQ.FT. TOTAL NO. OF REQUIRED SPACES = 26 TOTAL NO. OF PROVIDED SPACES = 74 NO. OF HANDICAP SPACES = 5 NO. OF LOADING SPACES PROVIDED = 1 LANDSCAPING TABULATIONS TOTAL PARKING LOT AREA = 30,800 SQ.FT, INTERIOIR LANDSCAPING AREA REQUIRED (5%) = 1540 SQ.FT. INTERIOR LANDSCAPING AREA PROVIDED = 1550 SQ.FT, INSERTABLE SHEET A59 CG-12 A tier• WHETS STD. CG-3 OR 4,-a, PERMSSIBLE CG-7 !S USED. B••O" CON "'�j ® li JOINT 3'-0' OR CCC62 6 12+1 MAX. 46.1 MAX. 4• vg MIN.20+1 Q5i00CCS,B".LONG T- ERNISSIBLE e, kll.lfil 'r's SECTION A—ASLOPT+I MAxIMt� COJOINSTRUCTION ON B DOLES A 4•SOUARE LANDING y AREA OUTSIDE OF y BEA V�OSHALI . H 3 y —0: V y U TANGENT PLAN CROSSWALK Cf�0 } * TYPICAL PLACEMENT r, CROSSWALK TYPICAL PLACEMENT 5 AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK + T TYPE A (PERPENDICUL)AR) APPLICATION (WITH BUFFER STRIP) ALTERATIONS (� wi �oi�D AT TUSED OP,t 92 lxra"AiuuMCURB RAMS LEWIDER IiC HT SIDEWALK. FEeOR NEW NOTES- CONSTRUCTION. 6 FEET FOR ALTERATIONS. „ WA L DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS M4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL .SURFACE COVERING THE FULL WIDTH OF THE It. FLOOR DY 2 FOOT N LENGTH N THE DFECTMpN OF TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DONE DETECTABLE WARNING MAY BE USED WITH THE *"OVA. �A OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STNPEO TRUNCATED DOME I C� T-N-PLACE DR PRECAST N TOP SURFACE, THE AT OF THE DETECTABLE WARNWG SECTION SHALL BE A DETAD CONTLTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SINaFNCES NCLUDES FLARED SIDES). 3. SLOPING SIDES % C B RMIP MAY BE POIMiED MONOLITHICALLY WITH RAP FLOOR OR BY USING PERMISSIBLE 2�'A" C-C TRUNCATED DOME CONSTRUCTIDN JaNT WITH REQURED BARS. 4.IF RAMP FLOOR IS PRECAST IHO MUST BE FRO11 FOR DOVE(. BARS 50 THAT ADJOINING FLARED SIDES p CAN BE CAST N PLACES AgFETER PLACEMENT OF PRECAST RAMP F�LHOTOR. PRECAST CONCRETE SHALL BE CLASS A-4. O O O O O O O O O O 5' FLOORS, LCO-DEPIN BARS OF RAMP FLOOR. a" PLACED CONCRETE COVER }le &�' NTH SEES OF THE RAMP 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED N PAYMENT 2%" C-C 0 0 0 0 0 0 00 00 0 0 0 00 FOR CURB/CURB AtD GUTTER. 0 0 0 0 0 0 00 O O O O O O O 7•1 USED N COINJUNCTIDN WITH STANDARD Cl:-3 OR CG-i, THE CURB FACE ON THIS STANDARD IS �' TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AAQ COWIGILRATTON, O 0 0 0 0 O O O 0 0 0 0 0 00 B. CURB RAMPS ARE To BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTEDBY THE ENOMR. THEY ARE TO 0 0 0 0 0 0 0 0 0 0 0 0 0 0. O FACILITY OCI SSE5NA CARRSECTIONS DLE55 WER ARHETNERS SIDEWALK � IUSTN Il IN PPR D DR AHONE>OSTENT. THEY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS aR AS KETED BY THE ENGINEER, AND SNHOUAD N07 BE LNx;ATEO BETWD VEHICLE STOP LINES. EXISTING LIGHT POLE$, FWE NYDRANTT��,, DROP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INLETS ETC. WILL AFFECT PLACEAfJtT, ACCESSIBLE ROUTE t5 DEFINED A5 A CONTINUOUS UNDHSTIBNCTED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 STABLE(, FIUI INO SLIP RESISTANT PAIN CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT ZAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS, - VARIABLE 9, RAMPS MAY LIMITS PLACED ON CRADIALROSS AL TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENtO IN PLACED P;,Y LIMITS WITHIN THE LNWTS OF THE CROSSWALK. W. TYPICAL CONCRETE SIDEWALK IN 4" INC.. WHEN THE ENTRANCE RADICANNNOT ACCOMMODATE THE TURNING DETECTDETE WARNING AIL TOQrREAENTs OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SDEWALK DEPTH Will BE INCREASED CG--12 DETECTABLE WARNING SURFACE Il REV.3/03 TYPE 'A (PERPENDICULAR) APPLICATION 203.05 VIRCNA DEPARTMENT OF TRANSPORTATION DETAIL 1 SECTION B-B DFTAiL 2 3S SECTION A -A SECTION A -A s NOTES: 1• FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANiEL WIDTH (W). 2. ON MY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWAL OR E]NDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAL 2 SHOWN ABOVE. 3, GEOTEXTILE FABRIC TO BE INSTALLED LINDER ALL EROSION CONTROL STONE N ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. 5)(USE TYPICAL SECTION SHOWN ON PLANS OR FOR SDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. Mw' DEPTH EC-1 o" CLASS I 2' CLASS I 3' 204 STONE FOR EROSION CONTROL 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 0� 1,4.0, 4 PLAN STATUS DATE DESCRIPTION 5-8-03 TECHNICAL REVIEW 3-31-04 FIRST SUBMISSION 6-17-04 SECOND SUBMISSION 7-13-04 THIRD SUBMISSION TO DEPT. OF PLANNING 8-4-04 STORM STRUCTURES AND SIZES REVISED cxG f bo-v k--•, u,I._Ap� 5 jitER . Rixty� CONCEPTUAL STREETLIGHT DETAIL TYPICAL STREETLIGHT DETAIL 18E fljMk 41D �1 SITE WATER SOILS LEGEND SYMBOL NAME HYDROLOGICAL GROUP 41 C WEIKERT C/D 41 D WEIKERT C/D 41 E WEIKERT C/D 18E GAINESBORO—LEHEW COMPLEX C SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA. Q 0 G O fV > o U a O o Coll w 0 U U �0� w c? -bA o L W � C) Q w � a a o � U SHEET 2 OF 6 PP-20076 44 a U ��:��.. . � : �_ �` ��:fig �: . �2 .�\ � . ® %{ � \ � 21 � � \3/ . � � .. � \\ � LEGEND: --_ o -- PROPOSED STORM DRAIN CG-6R CG-6 CURB TRANSITION EXISTING STORM DRAIN EXISTING CONTOUR EXISTING TREE PROPOSED CONTOUR EXISTING SANITARY SEWER RIPRAP --- PROPOSED SANITARY SEWER UTILITY PREBLAST -----W----- ---- EXISTING WATER LINE PROPOSED SIDEWALK W PROPOSED WATER LINE EXISTING TREE LINE PROPOSED CG-12 PROPOSED LIMITS OF LOC WATER METER CROCK CLEARING & GRADING 004 PROPOSED GRINDER PUMP PROPOSED FIRE HYDRANT CONNECTION TO GRAVITY SEWER WHEEL STOPS PROPOSED GRIDER PUMP FOR LOT PROPOSED STREETLIGHT (SEE DETAIL SHEET 2) EXISTING PAVEMENT EXISTING GRAVEL PROPOSED PAVEMENT PAVEMENT TO BE REMOVED AND REPLACED WITH TOPSOIL AND SEEDED \ / �. 5? lS C' 1�S' PO �. fj elo 410l' \v OBEAS RA AMP R S SOU NNI \nI CO1-_ NLET EX. 50\0"{^ AE VV I ¢x 1'ROPo TOP =84150 RSA � � . �4 Top= o OBE �P IN i�1 OHAN'G 850.00 qeq sT 2 �R NE ' °I A q / V .. RE— S��g 1. _ TYPE ul..� GRATE To ti°o �s &% S� w r . ti T 0� o% 40 c STAMPED CONCRETE SIDEWALK GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. Plant List 80 Symbol Quantity Botanical Name (Common Name) Min. Size Canopy trees to be selected from the following: DAcer Saccharum Sugar Maple 2" Cal. 14 Acer Rubrum Red Maple 2" Cal. Q, i l' K . x 15' , 40 �' ry XI 1 �! O , RIPR OQ t It AP � �� ' �C fib, /0� noc u T NOTE: FIRE ONE 0000 a o � g ~ W N ,.., 0 U W a a, bA C o 0 WCn w CID � a � o � > .00 N \ 44 ` QWU� Q �~ �� \ v1 bA a3 •. �U " w w r�TF oR/, /y ' i i RAGE TO BE PROVIDED BY FIRE HYDRANT ADJACENT TO DOCK SHEET 3 OF 6 , N/F "� - s.,I I- WILLIAIV M. HENKEL, ET:Ai . �- INST NO. 0J00092/ ,�, I T M. 18A3- - 5 -479 i(JA)) ii %, � \ J\� \ I x , ZONE R5 „ .U�'E�w . RESIDENTIAL. ` , ! ��\i h ", . AO r �r � . �� -,' \ , , , , 11 , , ;� / ;, LAK .. w �' E HOLI r , " f DB. S I ,- __ f , . . mil\ „m 1. n x ,; r ,,0 Z ., " -' 11 % � USE. H l' O 1 _ o _p_ . �;-�� C'� _ _ _. 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Upper End Lower End 4 3 0.40 0.85 0.34 0.34 5.00 6.81 2.32 853.14 848.89 60.85 7.00% 15 1 22.28 11.74 0.09 3 2 0.15 0.85 0.13 0.47 5.00 6.81 3.18 848.64 844.86 58.12 6.50% 15 21.47 12.54 0.08 2 1 0,57 0.85 0,48 0.95 5.00 6.81 6.48 844.61 843.35 50.31 2.50% 15 13.31 10.78 0.08 * 6 5 0.16 0 80 0.13 0.13 5,00 6.81 0.87 848.00 844.25 73.35 5.11 % 15 15.86 6.93 0.18 * 10 EX. 0.11 0,85 0.09 0.09 5.00 6.81 0.64 845.59 845.00 39.42 1.50% 15 10.31 4.66 0.14 STORM SEWER INLET COMPUTATIONS INLET Q Q Q S Sx T W W/T Sw Sw/Sx Eo a S'w Se Lt P L/Lt d E h Q d/H Qb T Z C -t m z z D O c x co T MZI T D � T m z o m � x � � 0 � M0 rn x _ m m � 2 _ r m :(7 CU) D 0 p z c7 x x D O < m O m C) xy X O m mAI Cn � * m G) G) m D q = 2 DI-7 0.57 0.85 0.48 1 0.48 4.00 1.94 0.00 -1,94 6.5 0.21 3 DI-7 0.15 0.85 0.13 0.13 4.00 0.51 0.00 0.5171 6.5 1 0.09 4 DI-7 0.40 0,85 0.34 0.34 4.00 1.36 0.00 1.36 6.5 0.17 * 6 DI- 0A6 0.80 0.13 0,13 4.00 0.51 0.00 10.51 6.5 0.09 * IT-0.15 ]7108 EX. 41 DI 3B ).0 0.32 0.85 0.27 0.27 5.50 1.50 0.00 1.50 0.0100 0.0200 6.70 2.00 0.30 0.0830 4.15 0.77 3.51 0.13 7.44 1.00 1.50 0.00 LEGEND ,<II�. 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Y, .. :.. _ - _ r f ? .t . r. r J : w.., y ti - r: , al " w . ,. . ,,.,, _ - :.,, F r . \ : ., , ti 3 "1 . ,f _ 4. I s' b f "" { �F • r - - _ , - '( I,�, r y _ t r4, ... .� .. ,.fw . '.Y" _ .1� i, e er,.. / t , y . ' .` 0 s �<". �- ,a; _ O �� e , 1 � � � I �, ,, � I ... w. '. 4 i y t \'. "I I rr' s. v v1, 'l '' ''^ m i,, ( \, - w ". a. \fin( 77FF�� 3 ,.,. 1 (D � � -, d J,� / w k P . w �o �, �.� /( k 1 _ err,. a �' -�-r,,. (-rj 20 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. C�\ , 4 �� / � _., w r �t J / �. 'I \ y }` R �', 80 ,, , ,:. h �. I I wa'4. \e ll:� S )"1T F �, tio,,� T/y lll,� ti Q 0 I w F- d- �F d- � Q ,-�� _ _ d" �� ^�^� M (D r- 00 !—I U Cloo O N o 110 u�` w N C'n � � CD o ct 'V zzQ � 0 a O � �cn �� _ p � Q w -e!�U 5 U U `� U V; � w , o = � = w o F � r- Ow P 1• t^ �C i, O ,4 w �D a. V) w a. 1..� � o U 14 'Ai IL x ��'„ i 4,0 � C. � rAr lw :� N� o a: . W � z: Z�' 9� z . lk AV �000 q Aa v¢Q 1,,, //�� 0 *�4,,1 O O N x U C1 r� 0 � � 4 �WU04 O �>- U I,. I i,-4 O Q E-a 't. a) = = U lv o � U�Q � • u. r T, w SHEET 5 OF 6 a rur V� 1 EROSION & SEDIMENT CONTROL NARRATIVE ROCK CHECK DAM 3.20-1 S -► � -► � -00. 2 ACRES OR LESS OF DRAINAGE AREA: 6 FILTER CLOTH 3 (OPTIONAL) (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE 2 3' FLOW i- 2-10 ACRES OF DRAINAGE AREA: FILTER CL (OPTIONAL (DOWNSTREAM VIEW) VDOT #1 COARSE A( FLOW �- PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED :HANNEL -- I I � d r -�- SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER I 3d o (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL i d SECTION A -A SPECIAL APPLICATION FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Lo IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Plate 3.18-1 STONE CONSTRUCTION ENTRANCE 70' MIN. 5:1 6 =��. EXISTING PAVEMENT FILTER CLOTH A MOUNTABLE BERM •P• GROUND • WASHRACK 11-0' 11-1.... ....,.. �. =5 EXISTING 11.=11.=11....11�'✓.fir%� ��i � � �i. �� i �'� •SEDIM EXTENDMUST FULL WIDTH TRAPPING DEVICE OF • EGRESS PLAN VIEW •P• CLOTHFILTER • CONCRETE DRAIN SPACE • • SECTIONREINFORCED Plate RU WIl STORM DRAIN 3.07-2 e INLET PROTECTION GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER WATER�v SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. *GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSIS AND EXCAVATE A 44' Z STAPLE WIRE FDM TO THE POSTS TRDICH LIPPSIAPE ALONG THE LINE OF POSTS. n n n 3. ATTACH THE FETER FABRIC TO THE WIRE FENM AND EXTDD R IWO THE TRENCH FLOW 4 BACIli AND C0I111I THE EXCAVATED SOL SH Plate 3.05-1 PROJECT DESCRIPTION The purpose of this project is to upgrade the existing community building site. The site is located in the Gainesboro District of Frederick County, Virginia. Approximately 2.90 acres will be disturbed for this project. EXISTING SITE CONDITIONS The proposed site consists of slopes ranging from 2 to 33%. The site consists of an existing community building including a gravel parking lot. OFFSITE AREAS No disturbance of any off -site areas will be required for this project. SOILS (See Sheet 2) EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall' be constructed and maintained according to minimum standards and specification of the handbook. The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping Structures, Silt Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. CONSTRUCTION SEQUENCING 1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 2. Install permieter controls including silt fence and check dams. 3. Begin grading and removal of existing pavement where necessary. 4. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 5. Install inlet and outlet protection as storm structures are constructed. 6. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days. 7. Stabilize the remainder of the disturbed area with permanent seeding. 8. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch. MAINTENANCE All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program. 1. The check dams will be checked regularly for sediment and cleaned when necessary. 2. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 3. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed. STRUCTURAL PRACTICES 1. Tem ora Construction Entrance - 3.02 A gravel pad locatedat points of ve Icu ar ingress and egress on a construction site to reduce the mud transported onto public roads and other paved areas. 2. Outlet Protection - 3.18 The installation of pave and/or rip -rap channel sections and/or stilling basins below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. 3. Riprap - 3.19 A permanent, erosion -resistant ground cover of large loose, angular stone with filter fabric or granular underlining. VEGETATIVE PRACTICES 1. Permanent Seeding - 3.32 Establishment ot perennial vegetative cover by planting seed on rough grading areas that will not be brought to final grade for a year or more or where permanent, long lived vegetative cover is needed on fine grading areas. Seed mixtures are as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 Ibs.10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as a final phase of construction. 2. Tempoi Seedin 3.31 All denuded areas, w Ic wll be left dormant for extended periods of time, shall be seeded with fast germinating temporary vegetation immediately following grading. Seed mixtures are as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October thro.igh April) 450 tons 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared fer as necessary to provide grass emergence. 1 C) O Z Con N H > N `n > N o C/] O Cn v � w bA Uno� �! V1 Cnd . r..I �Q 0 wLoll C7 ct z W w A.. d o v �400#00 `111 000I o� o W : r c� O • 40, d i W i �Z N Q� 000� SHEET 6 OF 6 w a U PP-20076 �� ,� � �c�� ,�;� GENERAL NOTES 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. 2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING. AT HIS EXPENSE ANY AND ALL UTILITIES. INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC. OWNED BY VDOT OR PRIVATE UTILITY COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3.02. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. THE CONTRACTOR SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND DEFICIENCIES IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO RAINFALL EVENT OCCURS. 5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF CONSTRUCTION. 6. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ENGINEER. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER. 7. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE COMPACTED IN 6" LIFTS TO 95 % OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT -OF -WAY. AT THE DIRECTION OF INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 8. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD AND BRIDGE SPECIFICATIONS 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. 9. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S "ROAD AND BRIDGE SPECIFICATIONS" (SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM- 76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. 10. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON FIELD SURVEY PERFORMED BY URBAN ENGINEERING & ASSOCIATES, INC., AND AERIAL PHOTOGRAPHY. 11. THE ROAD DESIGN HAS BEEN BASED UPON AN AVERAGE DAILY TRAFFIC VOLUME OF 430 VPD (43 LOTS X 10 TPO). 12. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF, OR OTHER EXISTING STRUCTURES NOT PROPOSED TO BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE REPAIRED TO SATISFACTION OF THE INDIVIDUAL PROPERTY OWNER. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FROM I_:-XISTING CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT. T 14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM A'_.L WORK INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY FACILITY READY FOR USE. UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL THE WORK TO BE IN ACCORDANCE WITH APPLICABLE DEPARTMENT OF HEALTH, LAKE HOLIDAY ESTATES UTILITY CO., FREDERICK COUNTY AND THE CONTRACT DOCUMENTS. 15. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER, Sill MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. THE DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, LOCATIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. CUT SHEETS FOR THE CONSTRUCTION WILL BE APPROVED BY THE ENGINEER. 17. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE LAKE HOLIDAY ESTATES UTILITY CO. THE CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THEM AS NECESSARY. 18. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES 19. THE CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE INTENT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ALL AREAS TO SEEDED IMMEDIATELY UPON ESTABLISHING FINISHED GRADE. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN 60 CALENDAR DAYS. 20. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK IN AFFECTED AREAS. 21. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 22. EXACT LOCATION OF SEWER SERVICES TO BE DIRECTED BY THE LAKE HOLIDAY ESTATES UTILITY INSPECTOR IN THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE TO THE INSPECTOR AS MAY BE REQUIRED IN THIS EFFORT. 23. CONTRACTOR RESPONSIBLE FOR ADJUSTMENT OF ALL EXISTING UTILITIES TO MEET PROPOSED ELEVATIONS. 24. BUILDER RESPONSIBLE FOR DRIVEWAY ENTRANCES AND CULVERTS. LOCATIONS OF PE-1 ARE SHOWN IN THIS PLAN FOR INFORMATION PURPOSES. FINAL LOCATION TO BE DETERMINED AT HOUSE SITING STAGE. CULVERT SIZE TO BE MAINTAINED. 25. GRINDER PUMPS FOR LOTS SHOWN FOR INFORRATION PURPOSES. CONNECTIONS TO GRAVITY MAIN ARE SHOWN ON THIS PLAN. INSTALLATION AND MAINTANENCE PUMP AND FORCEMAIN TO BE MAINTAINED BY PROPERTY OWNER. 26. FCSA METER BOXES AND APPURTENANCES TO BE INSTALLED ON EACH LOT PER FCSA REGULATIONS AS SHOWN IN THIS SET OF PLANS. 27. FCSA SANITARY LATERALS TO BE INSTALLED ON EACH LOT PER FCSA REGULATIONS AS SHOWN IN THIS SET OF PLANS. 28. AS BUILD PLANS TO BE PROVIDED BY CONTRACTOR AND/OR DEVELOPER AT COMPLETION AND ACCEPTANCE OF WORK. CONTACT "MISS UTILITY" AT 1-800-257-7777 . • r TOCOMMENCING WORK LAKE I 10LIDA "Nfl MIN him Ain Fe V� - a--1 h FR D RICK COIJ N71 VICINITY MAP SCALE: 1 "= 2000' LAKE HOLIDAY ESTATES UTILITY COMMISSION ACCEPTANCE DATE PROJECT: THE SUMMIT CLUBHOUSE FREDERICK COUNTY, VA OWNER/DEVELOPER: LAKE HOLIDAY, LLC 100 LAKE HOLIDAY ROAD CROSS JUNCTION, VA 22625 CONTACT# (540) 888-9310 ENGINEER/SURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC. 600 PEGASUS COURT #101 WINCHESTER, VA 22602 TELEPHONE # 540-450-0211 ZONING: RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT (R5) PROPOSED USE: ASSEMBLY CURRENT USE: STORAGE TOTAL PARCEL ACREAGE = 11.94 ACRES TOTAL DISTURBED ACREAGE = 2.90 ACRES TOTAL NUMBER OF PROPOSED LOTS = 1 LOT TO BE SERVED BY PUBLIC WATER AND SEWER. NO TITLE REPORT FURNISHED. UTILITY COMPANY: LAKE HOLIDAY ESTATES UTILITY COMMISSION CONTACT# (540) 888-3549 SHEETINDEX 1. COVER SHEET 2. PLAN STATUS AP�D MISCELLANEOUS DETAILS 3. GRADING DIVIDES4. DRAINAGE i, STORM DRAIN EROSION5. •S EDIMENT CONTROL PLAN 6. EROSION & SEDIMENT CONTROL DETAILS & NARRATIVE E D DATE Q Q 6 Z N Q N Ln C7O ^, ® o o 0 U U CIO c� w b,1rJ a7¢ � o o W C) H o bq C ® o W � � a � o � C> SHEET 1 OF 6 I Z w2wilows C, E. It A. 2 i 200E FREOERICK COUNTY PLA - & DEVELOP �'iE T PLAN STATUS DATE DESCRIPTION W/DCONCRETE. IA. PIPE IL PAINT 5-8-03 TECHNICAL REVIEW N/FET.AL NO PARKING" SIGN LEGEND � °Q AND (2) COATS ENAMEL 3-31-04 FIRST SUBMISSION CA6�11MSpG• 27�6 TRAFFIC YELLOW N/F UX a 6-17-04 SECOND SUBMISSION O D6.681 103'((3A)) (6) M. FARtfy�µ �09 y FINISHED SURFACE I- T.M ZONE: IDENTIAL DpB•Z�' .pG• 5) 485 SIGN TYPE A SIGN TYPE C a 7-13-04 THIRD SUBMISSION TO DEPT. OF PLANNING n- Vj USE. T.M.R5 y 8-4-04 STORM STRUCTURES AND SIZES REVISED Q ZONE: RE USE: NO NO -_ ° PARKING PARKING I OR OR NIFN ssy, E1UX coRY R S,AUGHN , 553 STANDING STANDING CAST PIPE IN �E g66, A}84 d CONCRETE EDGIER DB' 3A)� FIRE LANE FIRE LANE d T�,18A3'(( ))R5 a ZON SIDENTIAL USE. RE Q 0 7" 6" 7" N F ET.UX 1'-8" o z 71 IAY96 N,PG• 16 3 STANDARD WORDING WITH AN STANDARD WORDING WITH AN DB18A3`((3A)) 5 ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING _ I 1 F" 000`r I T.M.R5 TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN FPPE BOLLARD E'L 4XG' d o ZONE' NJA USE RESIDE THE MOUNTED PARALLEL TO THEsy % PARKING TABULATIONS' Q \\\� U MOUNTED PARALLEL TO 00 LINE OF CURBING OR THE LINE OF CURBING OR THE yf, N.T.S. TOTAL USEABLE FLOOR AREA = 6447 u,+ F ET PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END 0 ;' N� - � PARKING SPACE REQUIREMENTS = 1 PER 250 SQ.FT. RAIDER, Q11 ,.�t'�s� MARY , PIS PAINTED AREA. PAINTED AREA. i = U © o C S� 174 DB 110' "A�2' - TOTAL N0. OF REQUIRED SPACES 26 H 0 N 18A3 - P5 T.M. ZONE; AL �,, TOTAL N0. OF PROVIDED SPACES = 74 � � N RESIDENT N0. OF HANDICAP SPACES = 5 �vM►J"T � Q �sE• F ET•UX �. " � � NO. OF LOADING SPACES PROVIDED = 1 Q N fssEE g9 !neto BENJAMIN M, . 02p0p8 U > . 11 o INST Np- 18A((3A)'(5 LANDSCAPING TA B U L A TI 0 N S O w �~ I T.f�. Z1, E, N¶ NIF ET.UX I USE RE R TOTAL PARKING LOT AREA = 30,800 SQ.FT. � �ERHOLn G 26p _ ' �D6.449, A."(5).48D INTERIOIR LANDSCAPING AREA REQUIRED (5�) — 1540 SQ.FT. rM,18043 )) 1 INTERIOR LANDSCAPING AREA PROVIDED = 1550 SQ.FT. w n w o ZONE: R NTIAL USE RESIDE NSF ET.AL...... HE E ° 921 0LUST NO.03_�5� 479 � .. 3A )" -� , N 3 (( INSERTABLE SHEET A59 a l ) T.M. 18A ' ZONE: R5 g t cG-12 PERMISSIBLE A �r -7 is USED. -] OR W 1 CC-7 IS USED. 6'-0" 4•.O•• • }�'\ 5 CONSTRUCTION ® - f�'� {Z! o 0 ESIDEN¶AL F L # JOINT ,. D «:° s2 6 1211 MAx. 48:4 MAX. ii��ll W Vi a USE: N/INC,ET.A 1 } HWVAY apt. 565 we, ... T ET Ao 20 12 TONG E"4 �, �� ..,,•'�^ � 4• io� �' ' 1 i5 DOWELS 8" , 7 LAKE 9Q, A}18 OM�NA G 4 3 -` ,.M,w 8, �� SECTION A -A SLOPE TOO JOOINT CONSTRUCTION Z W DB•gA3((3A))-(5) D 599, 3 ))"(5) 417 tS�IING, 0 LUX t B L j ID B JOINT T.M. E: R5 L8A3 (( uNE G 163 N�F E(,UX itAX ZONE: T.M.MZONE RNTIAL JACQUE 752, P 476 1 CART'(, Q •SE TION B-B SE ESIDE DB' (3A))`(5). Rp E• M� flO116� J RUNCATED DOMES A 4°SOUARE LANDING Y � �O USE. USE R rM, 18A3 ( R5 RICHA O 47 -' Y AREA WAY SHALL of ZONE: SIDENTIAL INST.NO 3A))-(5)` .4 BAPRov�D �� 3 (( N Y CONCEPTUAL STREETLIGHT DETAIL `.i to 0 USE: RE T.M. tA 18A ZONE.: NTIAL �42» o 4 �o _ RE5 0 �� V) _ - �S� USE: TANGENT PLAN CROSSWALK a C 0 N' CROSSWALK TYPICAL PLACEMENT TYPICAL PLACEMENT \ \ AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION fi + TYPE A (P P (WWITHNBU CROSSWALK WITHIN s •, • WITHIN CROSSWERKENDIC�U) APPLICATION ��` //�/ I ALTERATIONS THIS DESIGN TO BE USED FOR COAST THAT INCORPORATES WIDER SIDEWALK. LANDING _,• r ,�, �Vi (4B WIDE) REOUIRED AT TiP CLIRB RAMP, L)R6MtM1 CURB RAW' LENGTH 8 FEET FOR NEW Y Ar NOTES, CONSTRUCTION,6 FEET FOR ALTERATIONS.- ��, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL �♦ �Q]Vw �A .SURFACE COVERING THE FULL WIDTH OF THE RMIP FLOOR Dv 2 FOOT N LENGTH N THE DIRECTION OF TRAVEL. �--+ O Y ♦ Q O � q\ OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNNO MAY DE USED WITH THE APPROVAL c 71' OF a \' I N�jERS, EI•UX"DNA y. DIE ECTABIERWA2NN0 SHKL E PROVIDED DY TRUNCATED DOMES. TRUNCATED DOAE5 TO DE STAAPEp " ` x+ co O di g WAIL 351 TRUNCATED DOME �gT-N-PlwcE oR rRECAST N TOP SURFACE, THE COLOR OF TIE DETECTABLE WNtNING SECTION SHAL DE A ♦ MES PG 4 \ ~' DETAIN CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). O 55ppEE pF pE JA DB 411 3))_(4) 45 3 TONs� JCTION JOINT WITHR W MAY BARS. D MONOLITMCALLY WITH RAP FLOOR OR BY USING PERA6SSELE Z rho A 23A" C-C TRUNCATED DOME 4, F RAW FLOOR IS PRECAST BOLES MUST BE PROYIOED FOR DOWEL BARS S0 THAT ADJOINING FLARED SIDES PL / W► \...... _ _.. - I 18A3`(( R5 � O CAN DE CAST N ACE Ai7'ER PLACEMENT of PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL K CLASS A-4. { / d- i - _._-.---1 I I� T•M' ONE' TILL O O O O O O O O O O O S. REOUNEO BARS ARE T BE NO. S X Ir PLACED TCENTER TO ER AIOI&i BOTN SIDES OF THE RAMP d` AF A 41 iI SIDE FLOOR. MID -DEPTH OF (LOOK. MNF6AA CONCRETE COVER% O O O O O O O O O O O O O O 6. CURB/CURB NA GLITTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ME INCLUDED N PAYMENT $ Z N R,w,,,_"• I r I I USE. RE �, 2ii" C-C 0 0 0 0 O 0 O O O O 0 O 0 O 0 FOR CURB/CNIRB AND GUTTER. 9' tt /I000 4 I 7.WHEN USED N CONJUNC71ON WITH STANDARD CG 3 OR CG 7, THE CURB FACE ON THIS STANDARD IS ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �, TO 8E ADJUSTED TO MATCH THE MOUNTABLE CURB AID CONFIGURATION, O O O 0 O O O O O 0 0 0 0 O O 8. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO O O O O O O O O O O O O O O O BE FRONDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN TIE RIGHT OF WAY OF A HIGHWAY „�•}' `.:: I " ' *^"„, ,' FACULTY CROSSES A CURB REGAIDLESS OF WHETHER SIDEWALK AS EXISTING PROP06E0 OR NOHEXISTENT- THEY O O O 0 0 0 0 O O O O O O O O MUST BE LOCATED WITlIN PEOESTRUW CROSSWALKS AS SHOWN ON PLANS OR AS ONECTED BY THE ENGMEER. 1- 0 0 0 0 0 0 0 0 O O O 0000 -INLETS{ b _ -.—.- i ) NO SHOULD NOT BE LOCH v BEHIND %1LE STOP LMES. IQSTNG LIGHT POLES. FMiE HYOgR�MTIRT(��,TpEgppp ,I I' "",° STL, EF CIU'1 AND SLIP RESIST PATHCONNECTINGALL ACCESSIBLE ELEMENTS T ��TY THAT C BE � '�-X ', _ O O O O O 000 0000000 �1 a APPROACHED. ENTERED MID USED BY PERSONS WITH MOBILITY IMPAIRMENTS. � I, t X i Ip VARIABLE S. RAPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED PAY MINIMUM. � WITHIN THE LIMITS OF THE CROSSWALK. C ` DETECTABLE WARNING �' RTEYP ICONCRETEANTI�gPATED WATHICK. Y TR iCWK TTNRAFF IC THE C�ONCRREETE SIDEWAIX DEPTH ACCOMMODATE THE BE D .... T TO 7". --" TYPICAL STREETLIGHT DETAIL � 1 .�. CG-12 DETECTABLE WARNING SURFACE fuuma o REV. TYPE A (PERPENDICULAR) APPLICATION IDS cV SLNN}S G�URZ --- 203.05 VIRGINIA DEPARTMENT OF TRm*pwTATKN 802 1 / u 41 C i W � � EC _.. CC3 Q DETAIL 1 DETAIL 2 B DETAIL f� B Q S b s MN. � ' ,} Igs- — IA A y 41 I S MN.35 i(f W - W _ MN 3S m MN.3S un S N. S MIN _- - 6 CONCRETE 8E 41 • 1 D �' O U O 4' SUBBASE VDOT STD. GR-21 A ( El p/ €?.�HIx..,} "I�"�I�t ; OMPACTED SUBGRADE -_ �3H 3H —+ 4 O O ' "`° COMPACTED TO 95% DENSITY _ \ �j r� Jf AT OPTIMUM MOISTURE CONTENT `�, _ _ ,� w VDOT VTM-1 METHOD) H � I � ). >. \ STAMPED CONCRETE WALK TYPICAL SECTION f ..,.'- W/ (1) CO D aA/ 1 GEOTEXTILE p� GEOTEXTLE p('h� FABRIC CEOTEXTLE 9A' FABRIC T �� \ Ca FABRIC L \ t SECTION A -A SECTION A -A SECTION A -A SITE WATER LEGEND: NOTES: P --- MN. 3S T• FOR MULTIPLE LIRE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION SIGNS \ OUTSIDE THE CHANNEL WIDTH (W). - -�- 1.5" SM-2A SURFACE COURSE s "'� W S 2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL STONE WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE N ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. TYPE "A" FIRE LANE SIGN °°GEOTEXTLE FABRIC TO K 2" SM-2A SURFACE COURSE 2" BM-2 BASE COURSE 3 ACCORDANCE WITH THE SPECtFFICALTKW ALL EROSION CONTROL S7oNE N =+- 4• S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX ELLIPTICAL OR ARCH CULVERT. SOILS LEGEND H - DAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX,ELLIPTICAL OR ARCH TYPE 'C' FIRE LANE SIGN 6" SUBBASE VDOT STD. GR-21 A^''' 6" SUBBASE VDOT STD. GR-21 A CULVERT. F 1 H N ;; GEOIEXTLE 5 TYPICAL SECTION SHOWN ON PLANS OR FOR SIX:SLOPE. BOTTOM WIDTH AND DEPTH a ( I - I COMPACTED SUBGRADE I '° COMPACTED SUBGRADE of cHAH6EL, MATCH EXISTING DITCH OR NATURAL GROLINO. II..iril-..Ila°4 Nil .IN.,T1�ssm..all-w'iT1..s, FABR�c SYMBOL NAME HYDROLOGICAL GROUP PARKING LOT PAVEMENT (COMPACTED TO 95% DENSITY (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT AT OPTIMUM MOISTURE CONTENT EEC-1 "'N'••oT" 41 C WEIKERT C/D VDOT VTM-1 METHOD) VDOT VTM-1 METHOD) SECTION B-eSI 41 D WEIKERT C/D SHEET ACCESS AND LOADING AREA PAVEMENT TYPICAL PARKING LOT PAVEMENT SECTION TYPICAL ACCESS AND LOADING AREA SECTION 5 1C4 41 E WEIKERT C/D m'� '`'" NOT TO SCALE NOT TO SCALE 2 ,n i°4s STONE FOR EROSION CONTROL 18E GAINESBORO—LEHEW COMPLEX C OF STAMPED CONCRETE WALK VIRCNu DEPARTMENT OF TRANSPORTATION 41 n4.o' SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK * WHERE EXISTING PAVEMENT CONTRACTOR TO OVERLAY AREA WITH 2" SM-2A SURFACE COAT. COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA. v.a„e;r..,tt..n ..'h. .+( r .l Nt A'rt n w.0 ,a m.Y.Wd+.wW. eW'k .: xMM wew ,iWxv'. vMx l4axe ., xWwuf �.4w3'l.+x.�+"rs",.ate.'wrtrwv,fwuimaus'snSX✓auwn,'vawcvsmwuiwn. PP0 / 7 l - ^ FREDERICK COUNTY _N O C-1 CL Z cl� U W LLJ O U � [j] Cn ww7 ME O V) INN SW R f BOA ate. NC O / S N0 P ° REP- L.OGS ILI s� = • . .. e ' 0 S �/ D. M PROvEMEN s�z °/�` q S CDv CD A s INLET E " oP $ TOP= 4 \o �) / ( � W U � R 2 Ov - PING EW cHaNOE' a o0 9°q s� � x RE—S [RI �S WISH N d� Js, p8\_ E ��.R rE ti°o�,�sT v S r , L F so\o�w L . 4 L y i _ k ".. _ ° "_ w ��r '� �� •rah ",r::, t .. �{'^J % � /' :,� r `-' "`h' rr! � � o V " \\op V r A u; f` r.. , SHEET 3 OF 6 PP-20076 1 :f AUG 2 i 2004 liy FREDERICK COUNTY PLANNING & DEVELOPMENT i j ,�'P� jg �_�..�/��✓ rt- I �yii��^ ...pry 1 IJ � u `''tom.".7 i .4i11 r� ,�- y 7 i ';;7��i �..,.� i � '. 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I " I "�� ------l-o" "' .,-- I " 11 I I I L ) , - -'------,-- " � , , " , "", 11 " - I 1 ,�,,,, - . . . . . . . 11 :: " � " � ---' I L - " _ , I �l I ", , -� i 11 I -:,-------��.:-----,- - � �,�, I \ . � -.- - ,,, ",.-- ---- " , " - - ,, I ,I I 11 Ir " I I - - - , .1 )k I �l - - �---- - . )111 TF I oR-��' , I 'I , �-4 - � --!� I �) I (/) I I / I . � , , - SHEET I , � - 5 f /I OF i --�l 6 PP-20076 j4Y �_� a�" m 7R� ;� �(11 `1� � � _. `� C� cam= O� ry, � C-) .,_� C� '� n'� O r� G .: C.� �u � ?-= �_, p`�'u -i �'j� r-""�- EROSION & SEDIMENT CONTROL NARRATIVE ROCK CHECK DAM 3.20-1 co-►�-►�-► 2 ACRES OR LESS OF DRAINAGE AREA: FILTER CD (OPTIONAL (DOWNSTREAM VIEW) VDOT #1 COARSE AGGREGATE 2 3' FLOW .► 2-10 ACRES OF DRAINAGE AREA: FILTER CL (OPTIONAL (DOWNSTREAM VIEW) VDOT #1 COARSE Ac FLOW PIPE OUTLET CONDITIONS A .. A IIPE OUTLET TO FLAT AREA WITH NO DEFINED ;HANNEL L o %--"am a - d r 1- T- SECTION A -A FILTER CLOTH KEY IN 6'-9*; RECOMMENDED FOR ENTIRE PERIMETER 3d o (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL L a o% d SECTION A -A SPECIAL APPLICATION FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES; 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Plate 3.18-1 CONSTRUCTIONS TONE + ANCE • •.a�/�.�/�a�/�.�/��/��/�a�/�.�/�.�/�. �j/^`'� PAVEMENT 1=11=11=11=11=11- .11=11= Ili=11=11i-..�•+.� �:�-+:�••:.�••..�•+..�••:�-•:�-��-� FILTER CLOTH - t At MOUNTABLE BERM (OPTI• EXISTING GROUND • -�" EXISTING PAVEMENT- 1• 3-POSITIVE DRAINAGE y'F • COURSETO SEDIMENT EXTENDMUST FULL WIDTH OF 1 EGRESS PLAN VIEW •• • •�.� ,• CLOTHFILTER • CONCRETE DRAIN SPACE • SECTIONREINFORCED Plate 3.02-1 RU WIl STORM DRAIN 3.07-2 0INLET PROTECTION GRAVEL AND WIRE MESH DROP INLET SEDIMENT FI LTER WATERLv SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. *GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'z4' 2 STAPLE WIRE H NCNG TO THE POSES TRENCH UPSLAPE ALONG THE UNE OF POSH n n n 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EX11M IT NTO THE TRENCH Dow 4 BACKFkl. AND COMPACT THE EXCAVATED SON.. LXItN" Ut rAtM AM WIM mw IM IMMUM FN.TER FABRIC - SH Plate 3.05-1 PROJECT DESCRIPTION The purpose of this project is to upgrade the existing community building site. The site is located in the Gainesboro District of Frederick County, Virginia. Approximately 2.90 acres will be disturbed for this project. EXISTING SITE CONDITIONS The proposed site consists of slopes ranging from 2 to 33%. The site consists of an existing community building including a gravel parking lot. OFFSITE AREAS No disturbance of any off -site areas will be required for this project. SOILS (See Sheet 2) EROSION AND SEDIMENT CONTROL MEASURES Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specification of the handbook. The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance. No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Temporary Diversions, Silt Trapping Structures, Silt Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading. CONSTRUCTION SEQUENCING 1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible. 2. Install permieter controls including silt fence and check dams. 3. Begin grading and removal of existing pavement where necessary. 4. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading. 5. Install inlet and outlet protection as storm structures are constructed. 6. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days. 7. Stabilize the remainder of the disturbed area with permanent seeding. 8. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas. PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall Fescue according to Std. & Spec. 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch. All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program. 1. The check dams will be checked regularly for sediment and cleaned when necessary. 2. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition reaches half way to the top of the barrier. 3. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed. STRUCTURAL PRACTICES 1. Tem ora Construction Entrance - 3.02 A gravel pad locatedat points of ve Icu ar ingress and egress on a construction site to reduce the mud transported onto public roads and other paved areas. 2. Outlet Protection - 3.18 The installation of pavedand/or rip -rap channel sections and/or stilling basins below storm drain outlets to reduce erosion from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. 3. Riprap - 3.19 A permanent, erosion -resistant ground cover of large loose, angular stone with filter fabric or granular underlining. VEGETATIVE PRACTICES 1. Permanent Seedingq__3.3�2 Establishment of perennial cover by planting seed on rough grading areas that will not be brought to final grade for a year or more or where permanent, long lived vegetative cover is needed on fine grading areas. Seed mixtures are as follows: 200 Ibs Tall Fescue per ac. 12 lb. Annual Rye per ac. 1000 Ibs.10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as a final phase of construction. 2. TTeempora Seedin - 3.31 All denuded areas, which w 11 be left dormant for extended periods of time, shall be seeded with fast germinating temporary vegetation immediately following grading. Seed mixtures are as follows: 60 Ibs German Millet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 tons 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Seeded areas to be watered and cared for as necessary to provide grass emergence. 1 00 a w O N ~ N > M �U > a o F, o v FF W U U w W o Q 91. �J O L) C7 ¢ � z w � W a d o � o U d- 0 0 N U h � � Q ly r o�wU U r la h o 0 L) II o�0 0 w w SHEET 6 OF 6 w a U FA � 1 O j �i �