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HomeMy WebLinkAbout14-00 Kraft General Foods (Warehouse Expansion, Phase I) - Stonewall - Backfile (2)N PROJECT LOCATION FREDERICK COUNTY �\ J \ \ ! �11 220 Park Center Drive Winchester, VA 22603 Phone: (540) 678-0442 i i� VICINITY MAP FREDERICK COUNTY, � �°°° OF DRAWINGS I N D E X DESCRIPTION Rev. 04/19/2000 NOTES AND LEGEND.......................................................C-1 EXISTING SITE CONDITIONS ...........................................C-2 SITEPLAN ........................... _ ......................................... C - 3 SITE GRADING AND E&SC PLAN .................................. C-4 STORM PROFILES............................................................ C - 5 CONSTRUCTION DETAILS ................................................ C - 6 EROSION & SEDIMENT CONTROL DETAILS...................C-7 Uw PROFESSIONAL SEAL Approved by the Zoning Administrator Zoning Administrator Signature Date Note: Site plan is valid for 5 years from the date of approval. k L,�iLL. I C1 H H n Z I i> ENC31NEERINC3. INC. 971 Acorn Drive Harrisonburg, VA 22802 -C Phone (540) 434-4135C11 GENERAL NOTES 1. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work will be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, and the contract documents. 2. Any discrepancies found between the drawings and specifications, and site conditions or any inconsistencies or ambiguities in drawings or specifications shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities. without clarification from the engineer of record. shall be done at the contractor's risk. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials. soil stockpiles. etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES VDOT 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 anid Regulations. 3. When, working on VDOT right of way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor. various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. SITE PLAN NOTES: 1. Parcel area: 30.00 acres EARTHWORK NOTES: 2. Zoning: M-1 3. Use: Manufacturing 1. All materials used for fill or back -fill shall be free of wood. roots. 4. Property Identification #: 54 ((A)) 36H and 36G rocks, boulders or any other non -compactible soil type material. 5. Magisterial District: Stonewall Unsatisfactory materials also include man-made fills and refuse 6. Building Setbacks: debris derived from any source. Front= 75' Side= 25' 2. Satisfactory material for use as fill for public streets include materials Rear= 25' classified in ASTM D-2487 as GW, GP, GM. GC, SW, SP, SM, SC, 7. Building Area= Proposed: 9,371 sq. ft. (Per Site Development Plan #50-99) MIL and CL groups. The moisture content shall be controlled withii Proposed: 8,727 sq. ft. (per Site Deve',,pment Plan #52-99) plus or minus 2 percentage points of optimum to facilitate compaction. Proposed: 2,312 sq. ft. (per Site Development Plan #54-99) Generally, unsatisfactory materials include materials classified in ASTM Proposed: 2.560 sq. ft. (per this plar)) D-2487 as PT. CH. MH. OL. OH. and any soil too wet to facilitate Existing: 219,298 sq. ft. compaction. CH and MH soils may be used subject to results of the 8. F.A.R.= 9,371 sq. ft. (per Site Development Plan #50-9a) + Geotechnical Report and upon approval from VDOT. Soils shall have 8,727 sq. ft. (per Site Development Plan 452-9y) + a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have 2,312 sq. ft (per Site Development Plan #54-99) + a plasticity index less than 17. 2.560 sq. ft. (per this plan) + 219.298 (existing)/30.00 acres*43,560 sq. ft. 3. Materials used to construct embankments for any purpose. back-fill =242,268/1.306,800=0.185 around drainage structures or in utility trenches or any other depression 9. Sight Distances = requiring fill or back -fill shall be compacted to 95% of maximum density The posted speed limit on West Brooke Road is 35 M.P.H. as determined by the standard proctor test as set out in ASTM Standard Sight Distance on West Brooke Road is equal to or greater than 350 feet D-698. The contractor shall. prior to any operations involving filling or at the proposed entrance location. back -filling, submit the results of the proctor test together with a certification The posted speed limit on Park Center Drive is 35 M.P.H. that the soil tested is representative of the materials to be used on the Sight Distance on Park Center Drive is equal to or greater than 350 feet project. Tests shall be conducted by a certified materials testing at each existing entrance location. laboratory and the certifications made by a licensed professional 10. Trip generation traffic volume = 840 vehicles per day engineer representing the laboratory. 4. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 5. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches. respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. ABBREVIATIONS C✓L OR CENTERLINE CONC. CONCRETE DIA. DIAMETER EG EXISTING GAS EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION IF.E.S. FLARED END SECTION F.H. or F/HYD FIRE HYDRANT FL FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE HORIZ. HORIZONTAL INV. INVERT LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTOPN P.T. POINT OF TANGENT PVC POINT OF VERTICAL CURVE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER ST'D STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST TPD TRIPS PER DAY VERT. VERTICAL W/L WATERLINE X-ING CROSSING ML:11 i) TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA a o EXISTING PROPOSED ROADS ------------ ............. ROAD CENTERLINE CURB CURB TAPER ------------- 7 SIDEWALKS 0 BUILDINGS -X X FENCE I, + DECIDUOUS TREE CONIFEROUS TREE 0 CONIFEROUS SHRUB ..................I PROPERTY LINE C--- ___ -= 1=30K=3EK=3 STORM SEWER - - 2900 - - 2900 INDEX CONTOUR ----- 2898---- e898 INTERMEDIATE CONTOUR x SPOT ELEVATION 2876.3 2e93.66 ------------ LIMITS OF CLEARING AND/OR GRADING RARK��VG .4�"�/ALYS/S' PARKING SPACES REQUIHEO FOR MANUI-AC7_UH1NG SPACE PER TH,E FREOER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWSs 3 PARKING SPACES PER 4 EMPLOYEES ON THE MAX/MUM WORKING S"/FT. NUMBER OF EMPLOYEES ON THE MAX/MUM WORKING SHIFT (EXISTING) PER KRAFT GENERAL FOOOS. INC. - //4 <228 DURING SHIFT OVERLAPS.) ACCORDING TO KRAF'T GENERAL FOODS THE ADD/7-IOIV TO THIS MANUFACTURING SPACE WILL NOT ADD ANY EMPLOYEES PER WORKING SHIFT TOTAL NUMBER OP EMPLOYEES PER WORK/NG SHIFT CEX/ST/NGwPROPOSEO>-//4 C228 DURING SHIFT OVERLAPS.) NUMBER OF PARKING SPACES REQU/RED F'OR MANUF'ACTURING - 86 (I72 OU)c?/IVG SHIFT OVERLAPS.) PARKING SPACES REQU/RED FOR OFFICE S)=ACE PER THE FREOER/CK COUNTY ZONING ORDINANCE ARE AS FOLLOWS. / PARKING SPACE PER 250 SO. FT. OF FLOOR AREA EXISTING OFFICE AREA - /0,272 SO. FT. PROPOSED OFFICE AREA CPER SITE DEVELOPMENT PLAN 4*50-99.) - 9,37/ SO. FT. TOTAL OFFICE AREA - /9,643 SO. FT./250 SQ. FT. - 79 SPACES TOTAL PARKING REQUIREO - /65 SPACES (2.5/ OUR/NG SIH/FT OVERLAPS.) TOTAL PARKING PROVIDED - 29/ SPACES ( b ) back -fill around structures and in trenches: TOTAL HAND/CAP SPACES REQU/REO - 7, I VAN ACCESSIBLE (PER ADA.) one test per lift per 500 linear feet of trench. TOTAL HAND/CAP SPACES PROVIDED - S. / VAN ACCESSIBLE 6. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all regulatory agencies. RLOOR AREAS EXISTING MANUFACTURING - (+/-)209,026 SQ. FT.. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN "'`52-99>- <t/-)8,727 SQ. FT. PROPOSED MANUFACTURING (PER SITE DEVELOPMENT PLAN 4054-99)- <+/-)2,3/2 SQ. FT. EXISTING OFFICE SPACE - (•/-)10,272 SQ. FT. PROPOSED OFFICE SPACE (PER SITE DEVELOPMENT PLAN 4050-99)- <$/-)9,37/ SQ. FT. GROSS FLOOR AREA - (-/-)239.708 SQ. FT. PROPOSED OUTDOOR EMPLOYEE BREAK AREA (PER SITE DEVELOPMENT PLAN 4'50-99)- (+/-)/,334 SQ. FT. PROPOSED WAREHOUSE EXPANSION (PER THIS PLAN) SO. FT. TOTAL FLOOR AREA SQ. FT. O O ON N o v in � ! O U. 0 C a� v U N O o C w U O H o z v v 0 v Y Y p U U Z 0 a Z Z a� z > 0� W Q 3 W o> LLJ Z Z oa � Z W J LL S Vi U LLJ 0 Q m 1 GNAL PROFESSIONAL SEAL - Q 0 V) =z 0 Z LLJ oWZ� C.) LL c) o LLJ Q �0�0 ZV) LLJ 0 U L' W 0 Q C'--IVY U V) QUozW Ld Q� LW 0 F- Y Qor- 0 3: LL- Z Drawing Number: C - 1 0 Q I � I, i 1 \\ ' RETAIL ZONED M-1 43 ((A)) 35 • - -• \ • ' • , I 1 • \ � � I �'� I VACANT DENSE TREES 3 BRUSH RETAIL \ �� ZONED 8 3 TAIL4 ' ZONED B-3 I ZONED 6-2 �,� I 54 ((A)) 85 %/ �I 43 ((1) A I 54 ((A)) 84__ -------------------------------------------------------------------------------------1-----------------------------— — -•-- — -- — — — ————---------- ------ -- -- — — — -- ---------------� —` -- ----------------------------------------------------------------------------------------------------------------------- 1 II 11 � —I_——zt = — ——� ——+r�I — --I --- -INTX. R.R= S7A. 8+89.29 _}--_�—I�_1 ---------------------------------------------------------------------------------------------------------N47•22r237E801.OSr--------------------------------------------------------------------------------------------------------------------------- •�� ,.�` 25' BUILDING SETBACK �� - ------ ------ \-N---------------------------------------------------------------- i-5 UILDING SET8ACK--------------------------.------ Ro \\\ — L — — — Fo WAL a--7W— I // CHILLER DIKE // PAD FRUCTOSE RII TANKS RESIN SILO I , I , PAD SPILL BASIN I I I I I I I I I t I I I I I I I I I I I 1 I I I // I I Ir dl EX/STING PROPERTY LINE TO BE VACATED 11 --- II --------------- II q j \IiI,Ii / I II ---------=----------------�� — ---- I ==`---------,'� �= 11r-E--- ----------_---r--------- -_------ ---/�--/-�- I --_--_--_- , L= _�t-_r1-__7L�_-��t __lr,_--_I_i t-�T—�T—J--�-_1- �T--I-� -� - --- ------_ G-tr- 't------ —TF-r-I- rramTr-I-�r�T-1�-- �-- — I I I I I I I I I I I I I I I I Ij� �� ( ; II _ I I I •� I I I 1 I t I I I I I I I I I I I• ; I \\ ► ! I I \ I VACANT a I I ZONED M-1 II I I 1 II I I , ml I I , I 43 ((A)) 36 FOR III I II j I 11 I I I I I I I I I I I I I I 11 I I III I I III I I—� -- -- I I III I-------------------�\ 1 I a' ' f=HOF'OSE0 BU/LD/NG I " II R I I I —� �� A00/T/0/V.FEN�1I ! 1 PLAN *50--99 I i -------�---- --- i-------�---- --�1'�� j I a 'o II L-------' COLD STORAGE „ I I I I , I -- ---- --- ;---- -- ---- �� ! ► �� i I � I I WAREHOUSE EXPANSION (SEE SHEET C-3) - � IN PP II I MANUFACTURING. STORAGE AND OFFICE BUILDING II � I I FLOOR ELEV.�90.0 l I I BUILDING HEIGHT -LESS THAN 60' I I J I > 1 , I FLOOR AREA=119.298 SO. FT. J I - _ - I - MANUFACTURING L--- , II Z I I \ II I ZONED M-1 I I I - - - --- --- --- I--- --- I--- - - - 54 ((A)) 36H I I I m � I I I I--- , � � � ��� M► I I 31 4 I I I I 1 I I rf �� m 111 I VACANT ZONED M-t II 54 ) ( OWNED BYKRAFT —I GENERAL FOODS) � I I ':'•• �� I I I I 1 ' I I I U.J J I ow I I cc -------�-------�-------J---- --- II 1 ) \ i .. I' • .: r PROPOSED BU/L0//VG TEFEPEo I----�---- --- --- --- ' I ! I A00//0/V. RR H0/=0S0 BUILD//VG — 1— — j I i I EX 2-4' ! TO S/T-E DEVELOPMENT A00/T/ON. REFER t-- i---� �-- r-- , ; PLAN 4'54-99 TO S/TE E 0V EP LOME/VT — — — — — I r �C - r = —_ �� T �� 1 W I I I 1 coNDu I T I I PLAN 4052-99 � I -------+---- ---7 -----�--- ---�11 I p --- --- ---- --- --------L--- --- ml I I I--- � � I I ► 1� I I I I i� w w \�=at � _-----------------1 I III t— :• :• I IIN" 4P 1 I I � I �I 11 I I I I I I jjt•I,� I I 1 , , ; I ::.:.:.:::.:.:.•;::�:�;:�;is�:�;5•�;�;::•.:::.:::.;.:'.;.:.;.:.;.:. y..:... I r--- II — i I 11 I I I 1 1 I :ljJ, I a , ; .nl I , I,, ' �,'��'• I II // 1 I ' 1. II 1 //' i I I I/ I MANUFACTURING ZONEDM-1 .�. 'I 43 ((A)) 36L ' .11 l I , I , • •, �•.J�.. II J 1 ,t / 1 LAI I I :.T / •� I ' m I ff 1 :' • ' „ 11 1 II III I 1 ;n' I � I •L -- __ --- ---_-_-_-_-_- -_— � _ --SETBACK- - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — - It II I I I 1 1 r a N I u I 1 II 1 , OW A�10.68' ' S 47. 22' 23- W 1042.17' ,--�� ---_--- - --y�-------__-_- -- ------_------------_--_--_-__--_-__-----------_-__-------__--_--_--_--_----__----__-__ _- /---------------------------_----------------------_--_--_-_--_--_--__--_----__-------_--------------__-_------------------------------- - / I - I ----------------- —I-r- "-------------------- -- 1 ``------------------------------------ LL WEST BROOKE RQAD (ROUTE 1320) POSTED SPEED= 5 M.P.H. — L 11 1 CONDUITr 1 ----------------------------------------------- ' 1-------------------------------------------------------------------------------- 1------------------------------------------------------------------------------------------------------------------------------------------------11-----------------,=------------,---------- ' ----------- ----1 I , I 1 1 VACANT i 1 , ZONED M-1 I 1 20' SAN. 54 ((A)) 36A \ I I SEW. ESM'T. I I I 1 1 I 1 =:I L TRIAD ENGINEERING, INC. c rn v N O 0 U N N o c Q U 0 ' i o) O ►- O 0 c N 0 U � 0 T 3 Y rn o t p U U Z Is TH GF K PROFESSIONAL SEAL V 1 Z o _Q V / M -z IZ 3 F— p oz Z owp> O Q , J�zF c)LL O CL cn�,0 W zLLI W () 0 f — �oVY 0 F- ::) o U O= W Q O:f W0 z Y Q W� — �rn �� V I x LLJ Drawing Number: C-2 0 M:q TRIAD ENGINEERING, INC. NOTES: 0 MAXIMUM BUILDING HEIGHT FOR ZONING DISTRICT M-I IS 60' PER SECTION 165-83A OF THE FREDERICK COUNTY ZONING ORDINANCE. THE HEIGHT OF THE PROPOSED BUILDING IS LESS THAN 60'. 2J CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 3J ROOF RUN-OFF SHALL BE CONVEYED AWAY FROM THE BUILDING EXTERIOR VIA DOWNSPOUTS AND SPLASH BLOCKS OR TIED DIRECTLY TO EXISTING STORM DRAINAGE SYSTEM. THIS WORK SHALL BE COORDINATED DIRECTLY WITH OWNER,WITH ADDITIONAL PLAN INFORMATION PROVIDED AS NECESSARY BY ENGINEER. 4J BUILDING SETBACK REQUIREMENTS IN ZONING DISTRICT M-I PER THE FREDERICK COUNTY ZONING ORDINANCE ARE AS FOLLOWS: -FRONT YARD SETBACK ON PRIMARY OR ARTERIAL HIGHWAYS - 75' -FRONT YARD SETBACK ON COLLECTOR OR MINOR STREETS - 75' -SIDE YARD SETBACK - 25' -REAR YARD SETBACK - 25' 5J BUILDING SETBACKS PROVIDED: -SIDE YARD BUILDING SETBACK PROVIDED TO THE WEST- 702.V -FRONT YARD BUILDING SETBACK PROVIDED TO THE SOUTH - 83.5' -ADDITIONAL SIDE YARD BUILDING SETBACKS - N/A -REAR YARD SETBACKS -NIA 6.) ALL SIGNS LOCATED ON THIS PROPERTY SHALL CONFORM WITH THE STANDARDS OF THE FREDERICK COUNTY ZONING ORDINANCE. 7J NO OUTDOOR STORAGE IS PROPOSED WITH THIS ADDITION. 8J THERE ARE NO EXISTING SIGNIFICANT ENVIRONMENTAL FEATURES. 9J REFER TO ARCHITECTURAL DRAWINGS FOR OUTDOOR LIGHTING FIXTURE TYPES AND LOCATIONS. /OJ CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION & DEPTH OF EXISTING FIRE MAIN. CONTRACTOR SHALL LOWER EXISTING FIRE MAIN BETWEEN PJ.V. AND NEW FIRE LINE LOCATION, AS REQUIRED, TO MAINTAIN MIN. COVER PER LOCAL CODE. ; ° ; ° ; ° ; It; ° ; ° . • D D D• AA D D D D D! D D D • , , s , s ,'� , s , , • • D I , D D • D , D , D • D " D • D D • D • D • D ,1 D D 'i , D D , D , D , D _ • D • D _ ! D _ • D . ' , D . ! D . • D . ' • D . --------- �-��--=--=a- ------------------------- � I 1 pht CLASS V RCP I _ po l e M/N. /.04% fi--'---- INV IN-68/.34 I I I INV OUT-680.9/ I IJ I ST'D VDOT I EW-6 WITH I I I WING WALLS I I I I T.O.W.-685.24 I I I I � I 'D VDOTi I I � WITH: PROPOSED I I � WING WALLS ST'D VDOT I I TIO.W: 685 EW-2PC I I 1 o I 1 l I PROPOSED I / a I ST'D VDOT 48' rcp / + I GR-2 (TYPJ - nv. -68 (l I 1 I 8 L.F. EXTENSION OF EXISTING 48" RCP i 1 i ' 1 I I I I I I I ------------ r-------------- ---------------1- I I I I I SCALE /" = 20' LNV. =690.34 STONE CULVERT) MILEAGE "'POST SIGN II EDGE OF GRAVEL --------------------------------------------------_--_-__-____-_----------_______-_------------------ 11__--__-------_____--_----__-_-----------__--____-__-_-________-__________----_--_-_______-_- _--:-�z_ --------------------------------------------------------------------------- - ----------___--_-__:__��- --------------------------EDGE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -It-----__ - _--_ OF GRAVEL EDGE OF GRAVEL _ ------------------------------------------------------------------------------------ l �' -�_ -''------''--------------------------------------------------------------------------------------------------------- --------------------------------�---- - `.�-_� -�F •c BARB ;IRE I Ii --�� FENCE i II `--� ��^��� INV.=i93.17 ����� _ �(12" RCP) �� 1 INV.=690.16 I (30" RCP)-----r ��-9 �\-- ,---S FETE Y LINES-� III `GF OF _ _ - _ EDGE OF GRAVEL �\RgPFc-------------- I ', ---------- --- == ------------- EXTEND EXISTING l/ " ----------� =_ METAL 1 30" RCP /2' AT � CONC. BUILDING PAD �� U�/! � � � � � i � - �!/ I SAME GRADE ! METAL STAIRS' METAL STAIRS �,!/ /I D.I. TOP�96.44 d PLATFORM d PLATFORM CAINI 1 ^INV.IN=692.28(12" RCP) TOP-708.96 TOP=709.03 RETAINING WALL ; 11 INV.OUT=688.69(12" RCP) STAIR 1 i O.I. TOP=689.39 U INV.IN=686.26(6" PVC) 1 INV.iN=686.31(10"PVC ) I! /1 INV.[Ni86.48(12" RCP) 1 I INV.OUT=686.18(15" RCP)- - EXISTING i =____?'_,. �cp --__ ill --12-rcD -_--- L" PROPERTY i all > LINE TO I storm mh u top=689.07 N _ I' - - - - - - - - - 1 � BE VACATED I inv. in=683.51 I� inv. out�i83.50 "I EX. BUILDING LINE p,l 1 storm grote INV top=689. 6B 1 _ - - - - 12" in=684.67(RR) NV ! II RAMP CANOPY 12" in=684.60 INV 10" in=685.09 INV 21 " out-,684.17 I 1 I I CONC. PAD ji 1 Ili y PLANT III GRAVEL NORTH 1 i PARKING i AREA I II fT- TRAILER - � r TRAILER woven wire fence TRAILER 1 1 ii IL - - - - I TRANSFORMER ELECTRICAL 9 I II I I PANEL BOX J i APPROXIMATE 1 m L LOCATION OF I II I I I, Ito I� F.F.=690.0 � 1 /5' W/DE GRAVEL �� l- -� - - - N I CONSTRUCT/ON ROAD GRAVEL ( Im I 1 /O WIDE GRAVEL I I W I 1 HEAVY DUTY CONCRETE PAD FOR LANDING GEAR OF TRAILER II ( I SEE STRUCTURAL DRAWINGS I R- ii I FOR FOCaTING DETAILS a EXIST. I 1 I 24' RCP STORM LINE 1 I 5 /75 I ' I I I I I PROPOSED BUILDING EXISTING FIRE J I ADDITION. REFER TO I HYDRANT AND PROPOSED ; I I SITE DEVELOPMENT WATER VALVES TO BE RELOCATED ASPHALT I I IDLAN 4*54-99 I AS SHOWN O TRAILER n' i I i I SAN. MH TOPm685.79 CONC. PAD INV.1N�79.29(4" PVC) I ` PARKING I I INV. IN-678.84(6" PVC) I INV.IN�79.14(6" PVC) I 1 I I l2' ADS N-I21 INV.OUT=678.92(10" PVC) ROOF DRAIN r RELOCATED FIRE HYDRANT & WATER VALVES (BOLLARDS TO BE PLACED AROUND HYD. SEE DETAIL SHEET C-6) i I-8'x8'x8' TEE 1 I-8' GATE VALVE LLJ EXTEND WATER LINE ONE PIPE JOINT 1 PAST TEE 702 ' I- 75' BUILDING SETBACK RELOCATE EXIST. LIGHT POLES AND I i ght pole with guy U/G WIRING wire AS NECESSARY REMOVE EXIST. /2' RCP f.h. R- 0 Ir{I r" x storm m/hJ. Li 24" in=680.96 III II �:• �:::.:• 24" out=680.81 �/ M/N. IA%. (NV.1N-683.46 CONC. STEPS 1 PROF 22' l' J 11 STM MH TOP=685.94 13 INV. IN-680.75(12" PVC) INV. iN=680.65(12" PVC) INV.OUT=680.56(12" PVC) TRENCH DRAIN W/ 4" PVC 7 7 `� PSED ;z"PPVC) (III r \ F6193- r. d. - H N`�J ,M MH INV.OUT=683.03 )P=685. 68 f_ CONC R f 1'� 1 " TOP OF SILO ;s tom' 2.560 SO. II --------- FT II ELEV=687.05 +/- ' II // " ' ©• W�V-T EI�OUSE oil 11 N E.P. :P" •, ( nll ill( BOLLARDSl4I >eatr' EXPANSION : 11 n :c IJV C Ii -11 u c::7'I I ' �1• :�"; r e l ^ll 11 � ASPHALT i•! ®G%1;: / •::rv;{::! 1 iI SAN. M�� T�OP85.33 �• ✓ .;' I II // INV.IN�i77.74(lO' PVC) ' • ll I �FRAMP [NV.OUT Mf .:} r W; d. - 11 rrd. EX. BU Ii Dd)4G L 1 %-. cis J II // I ----- - II-----'��--JL_-JL--------t''_'`_�t-YLIGHT�t ---------- --- -I� -----R�,-- -�� - pole Iwvlight f F.H30'.v.i��I II< pole L]GHTJ L Q N II^ POLE FLOWTER w m I i I I I I _ 4'_ rcp I -_ 12" pvc PAD BOX w/ CONC� _ - - _ - J.Pvc inv.-679.85 11 00I \ 30' ItP-� I i I I I I a0 I inv.=680.50 10" Dvc--�--------- -- o stor m/h 24" rcD 1 INV. 478.30 pvc inv.i80.44 11 I m I I I I I topes 5.94 I inv.i80.22 inv.-680.38 I 24 I-680.34 f h 2, ADS N-l2 ROOF DRAIN SAN. MH TOP-682.29 11 ' 24" t-680.32 INV.IN-675.22(12" PVC) n R- MIN.lA%. INV. tA,-682.70 INV.OUT-675. 18(15" PVC) 11 �0 rG 30" RCP ----------------------------------------------- - - ------------ - ---- - ---- ---------------------------------------------------------------------------- ----------------- - - - ---------------------------------- �J V...�Z3 3 1 25' _ _ _ �•.�__-�.---_..-----.--'GItA4ECSADJC�Ii---------------------4,zJ� ` i --- - I '--"----- � -,�- ----GRAN L SHOULD ��E.P• f.p � ---------------------------- -- - -- E.P. - E.P. E.P. s, --- --_------------------- --- ----------------------- - --WEST - ----- ---�- -�---- 48„ r - -�1-B-ROOKS -------------- --- -------R��4{� ----- - -------2- i , PROPOSED 1 1 (60' RIGHT-OF-WAY) ST'D VDOT (35 M.P.H. POSTED CG-6 (TYP) PROPOSED ENTRANCE, i PROPOSED PROPOSED 4" SOLID WHITE WIDENING PER SITE ST'D VDOT ST'D VDOT PAVEMENT STRIPING DEVELOPMENT GR-2 (TYPJ CG-6 (TYP.) PLAN 4"52-99 •I� C 0 0 O O `cf N O 0 N O C ' U w O •- O +O 0 U N 0 in U 0 � M p 3 Y O O p0 U '4�J,TH op v Y //��J�Oe�� N 9 CL l wA�wx l PROFESSIONAL SEAL - Q � =Z p LL C� O OW/^O> L- (D - (n) _1D:fZ�- Q 0 Q Z Ld X O Z W U W n 0 LJJ V O U L U O Fh Q = W Q:� W Q Y Q � 3: LL- LIJ f- V) Drawing Number: C-3 0 11 Xx rr .a 8624 6 5 stor686 r8► 1 ��---CONC. 81.01 � o808�524vt 4J " I I \ ,..r'.'I'I s '/' '� .f. �•. •. N:Ill. .[' ►' is • •: r' ��' i/i• •i• ..�.1 '.•I. �• i' r! /,1•I •. l'''•':��' i ffIlk I .j:, . LI s I l VIA x t-; _�I i h-t I 1I- `poIe11 /86Jx `p• I. V. I `\\ WI Wi V82 .�:- I `\\ ' '.! l p�Qa6 24„ I --'-�P --- Q \85.5 "DCB; ' 6 storm rr✓ h \ Xj ICD x top-685.94 1 ►-, I - I 1 \ \ 1 24 1 n=680. 34 I 24" out=680.32 i, I o� o \ I / __ -f..Y- a I 686 _ I 1 W H ! - ------ --_/i 1 x 86.2 P. E. P. 86.7 ------------------------------ x-------- ` 48 rcp 'i inv.=680.511 I 1 I I I I I I I I I I I I I I LJ DETAIL SCALE /" - 30' ASPHALT k Q PAVING ALTERNATE SCALE /" - 50' INV.-690.34 ` 1�1- (STONE CULVERT) BRUSH \ MILEAGE � _ _ _ POST SIGN - � - - -- - -- ��-700---------------------------7 -----------------------------= r`^-r---------------------------------------------�_���---------------------------------------�2 --��---------- -�� -�zc ------------------------------------------------------- ------�Of----�zsss�� _1_ ____----------- --E _- .�___700- -__���-698-----------EDGE OF GRAVEL - ---8----- -- - 1 ---- ____- \`---_-7- RAVEL--- _ _ - - ------ / --- _ - -----��_'---- GRAVEL `\\� \ _ INV Y7-_6964L '_' \ FENCE _ - _ __- --- -_ \ - �����\ \� (TZ��R P) BRUSH \ / TREES -----------------------�/---�---- \ -- � �•��••. -' mac- --------------� ---��- / - ` ` C\ C \ \\ /� - ` \ - \ _FETY^L�{AIES _mot o- _ - - - - - - / , i� - - - - - ----- - - - - - - - - - �T--- 18 " honey l ocust / / / I % / �' / - y - - - AL CONC // ' ��� BUILDING PAD I / / V N - - - - -\ ii ii•f�-ate:-� •�r�.- I 700� // ��� ��� LI/ - -\��! METAL STAIRS METAL STAIRS NORTH AMER/CAN i• I I I 1 / // / / / NIl D.[. TOP=S96.44 d PLATFORM d PLATFORM CONC. 1 ///, / i /' INV. IN-69G.28(12" RCP) TOP-708.96 RETAINING 6" quad GREEN P300N I _ 1 I ' / N INV.OUT=688.69(12" RCP) TOP WALL CONC. mulberry i { i II j ////// //� / / N STAIR: X693.2 (SEE DETAIL I ( / / , Il D.I. TOP�89.39 / N INV.IN=6B6.26(6" PVC) SHEET C-6) # '1 ' I/ , / lI INV. IN-686.31(tO' PVC) '/OUT-6i8648a (15 "RRCP) X692.4.3 / / / 21 " rcp at 2" rc \ '� 1 ' 1 ► / /_____________ _ t 0" osage \ 1 1 1 1 D 111 u N orange \\ 11 ' I 1 / / '' 1I I storm mh o _ N top.89.07 �N 1 1 inv. tn=683.51 ( D- .IX693.0 lqinv. out-683.50 storm grate EX. BUILDING LINE t"89.6a INV 12In-684.67(RR) INV 12" 1n-684.60 INV 14" honey locust _ -R�- - OIANOPY 10' In-685.09 INV 1= 21 out-684.57 X693.0 X689.3 CONC. PAD X693.4 1 I X692.9 �I I 1 11 \, 1 1 I 1 �• I III PLANT 1 1 \ 1 1 1 1 1 III CGRAVEL NORTH i xAREA w rRu- - - X692.6 ._' / I I 1 11 ; 11 \I� I I 11 I II 688.6 �/ X689[7 Z X693.0 //���� /! ■ I \ 1\ 11 `I / I I I•I I II -,(---- �I TRAILER ( ush I 11\ \ \\ ` t'2 I I I I II I'r/ TRAILER I ven wire fence 0.8 1 \\\ 1 I j l �\{, I i► I I I `� --- J brush TRAILER X692.3 x/ \II I 1 1/\I I I 111 L _ J TRANSFORMER I x/ brush fit I N \ I I 1 1 1 I/ 111 I I- J I PAD I OA Q \ 1 I I 1 I - X6a8.9 I` I ELECTRICAL d� ` \ i I �1 I I I I PANEL BOX XE98.2 I X691.0 r I I 18" Osage I \ ��� .;f::.'� :c.'I•::. orange x - " �r .' i;[::',;':I ' •; t;:l:•;;'I . ': is N _` I - i:,;:•... IX688.6 Y-689.3 I = I I F.F.-690.0 / 41 \ 1 I I \ 11�688J2 GRAVEL m 'A691.0 // i :::: r / 4 X691. / 1 \ \ \ 1 I II GRVEL \ 92.6 / 84.70 , , 86J8 X689.4 / j11 \ 3�. \ rX f00/9/N/ 1 I I I I Y689.7 SAN. MH TOP-685.79 \ \ \ :.'`• :1�. I CONC. PAD \ \ \ l.. I I INV.IN=679.29(4' PVC) �1 \ \ J \ \ \ �� �� INV.IN-678.84(6' PVC) 708.7 \\ \ \ ` \ I 1 7'• 1 IN V.[N=679.14(6' PVC) \ X689.3 I'� \ \\ \\ `� `� \ \ ' I :, ,• I I II I INV. OUT-678.92(10' PVC) STM. MH TOP-685.89 •' I I r] INV.IN-679.83(15' DIP► \ \ \ I \ f.h. 1 L X689.4 \ \ \ \ 1 I :..• I .'1 I • ' I INV. IN=680.29(10' PVC) \ \ \ \ I ' I I STM MH TOP=685.94 INV. IN-680.16(10' PVC) EX. `, \\ \\\ \ \ \\ \\ \\ \1 '1 : ;:�,'• 1 �' `v INV. IN-680.75(12" PVC) INV.OUT-677.51(15' RCP) x INV.IN=6800 12" PVC) - - - - - - - - - - - _ INV.IN�80.65(12" PVC) I \ \ \ \ I 1 I I I X 68 .8 :'.. \ X 6 8624 / I I N 56 \ 5 TRENCH DR 686 star 88L 01 1 II ' CONC PS W/E4"HPVCA 1 Z,�57w1f r7ap%an59r-------�` - I E I 21" 1.02 1 II I I INV.OUT-683.03 I 1 ! STM MH TOP-685.77 \ 1 �\ -MH �- �� 1 1 I I / I I `•: I' \ •x '24" ayt 0.81 INV. IN-fi80.10(12" PVC) I N �(,i85.68 �CONC X \ 1 ' •'.�••. s'�:•' \\ INV.OUTa679.77(12-PVC ) \ I I 1 I 1 I I }. •�`:j�yr.:•.nb !': 1. j{fir \ -�,� ��N (� /TOP OF SILO o X707.5 / / I { 1?',(o•: manhole top85.00 I II / j: f• J:• •' top of seat nt=- � / I I ! / :}; :•L I A /1 N E.P. / �.�:` :x:': :.� .. ,f• 1: O BOILARDSf41 / I I 1 storm grate n II > fl I / i S r' / I I I ' , •`•y:�' (�`t top�,94.,4 = II nll N -_ // / I I , 3�:�: :}:. t•'sY.. /;•�1L•• 1 1 I Inv. out=681.0 N a N { / �. �: • •'R, i' :1; f :Y:• I.: ►. I C ^// I N ASPHALT 1• %'�;'••'�:�c`Fw I N SAN. MF�� T-OP="5. 33 ---------- �/ / I I 1 1 1 ( :,�::. j..; i. j , �' •a; , I II 11 INV IN 7T.74(10' PVC) I 1 ''. c'.• ' I A N I INV.OU 77.68( PVC) ------ 1 1 \ '�:. .. c•:'�,•:.'�. �d. r.d.EX. BU4Lj}jNG LINfR-.d. I--T--1---1REES -_� - I� _ - -JL -•L- LIGHT -- -- / 1 1 �/ \ `� pole Lti, 3��N II / 1w.v. Na - -Fi - ----� -F.H.N WATE I1 / ^ .I.v.I O My I _ _ _-bo c �1GHT r l�KIFLOW PEDE TAL a D II I �'�---_70_- N -_-- --� TER IW ml w 2 .� , ' Tk#I _24_rc� I /' �-��� ---- - - - - - - - t2 �pvc N X-W( CONCi ��\ TREES -30" F1�P L-}I--------- ( -- / 1 nv. -680. �1\(7'� pw- V - / \ s orm m/h 24J` T' - " ` I N -678. 30 2 < I ap- {EKG _ IL1v. -680.44 \ - \ ' �y +01��85.94 - -- - �`----- _--� / I �� 1 �� e I \ 1 I n I itlY,ifl4r__I_nv.�680_�8 `` \ I - I \ i , I 24-680.34 - - - - - --------------------�/ I `� �\ \ ' �� / I 24" out-680.32 f _ - -- - - _ - - 1 - SAN. MH TOP�i82.29 ------------------------ \ / _ _ �� INV-IR► 6 1 _�V ) �� R1� _---------------------- / \ \ �_-_-------------------- \ \ /� 1 / NV.OUTi755" PC) N /// Q� nG 30" RCP - - - _ ��„J p� INV =677 73 \ •fl7ILF(-___ --_ - -- ---01fCH _ y/� _ I x�2 _ ✓ ----Z',1wnrsRD(7C131:rr'i a�`_`z=_---------- --_�/ --__-- -- -=z� -_ __-�� - D �'E.P• E.P. E.P.--------------------�`^�\ -- E. P. - ------ I--- �� E.P. - ---------------- _W-E-T 1---�'0�E------------------------------ /0�4L=---- - - - - - - - - - - - - - - - - - -- 48" - - - _ - _ - _ - - - _ - - - _ - _ - _ - _ - _ - _ - - - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ -/ I 48" rcp inv. ••680.51 1 I II I II i II SEE OETA/L T IS SHEET M:? L TRIAD ENGINEERING, INC. 0 8 c 0 0 O UO 04 0 Q 04 V ► N pi) _ 0 ►= o C y � 0 0 O 0 (n (n �p c Y C rT D' p U O p� 0 U Z a z<> a r Qk W Q >;7d W S o> L,J 00W Z3, .m gyCr 08 z �J W ;4 Vl 0 F-- Y ry Net. E�6i PROFESSIONAL SEAL Q Q =z Z w i1/ wpL>> Z Q Z � OQZ zLL (n X O � `� U Q U �WY C� O�U �oZS m U O Ch - W 0 w Q LLJ �W ~ 0 o ^ N V , �Q U Drawing 0 Number: N 0 M:ql TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 0 o o rn o � a N C E E 0 a 0 A U o © Y u 0 v u `t! a i 0 rn 000* O O Z 00 U 3 N p O o = N C 0 (n a O `� O c v v o cv� U 7) U1 � O� � ; Y Y p U p U PROPOSED TWIN 33" RCP PROFILE z w z zLr a> z 1 1� A34 W o W 0& CL z �9( C� ��m rn Z o U Q WZ r N L'i OF U AY J a ��� ✓/Q�� ZONAL E PROFESSIONAL SEAL Q 2 Z (f) o � LLJ o W z j J l.� (' ® LL ��Q� ®CLz zcn�,® a.. W U c�_jV)Y f-®�U LM QUO= W W � o Y Q� o a s o 5 /o /s zo S 0 VC H7 SCALES r-5' 50 0 s0 /00 /50 zoo 0 u i HOR/Z. SCALES /•-s0' D r a w i n g 0 Number: N 0 PROPOSED DRAINAGE SW ALE PROF-ILE C-5 0 u ry 10 4 ---j---- L----�--------1----1----�--------�----1----I--------L---J----�--------L----I----L--------1----�----1-------1---- L--- -� -------- J----1-----1--------1----1----I ---I---- +--- - I --------i---- +--- - I -- ------F-----1----1--------4-----I----+--------+----1----+------- t---- H-- -�- ------ -i- --I---- T - - - - I I I I I I I I I I ---J----1-----"---yC �J--'- pit}---'---- ----'----1----'---- 6�A I 1 I ® 1 I I I I I 6�.4.! I I 1 • 1 ,� I I I I I I, I I I I I I I I I I I I I �,iA I I I I I I I I 685.0 I I I EXISTING I I I I I I --- ---- --- ---- - -- - -- --- -- -- I I I ----�----L----'---- I 1 I ----I----1----'---- I I I I ----�----1--`--I---- I 1 I I ----I-----�----L--- I I I I I ----L----1----L--------1----'----1---- I I I I I I I I I I I I ---1----I----J---- I I I I I I ---J----L---J---- I I I I 1 I ----1----1----I---- I I I I I I ----I----1----1- I I I -- I I I ----L---J----�---- I I I I I I I I I I I I- - - - C/y I I I ----�----r---1---0 V I I I -�--I----T----1---- I I I ----,----T-•---,---- I I I ----r---1----r--- I I I ----r----1----r--------T----I----T---- I I I I I I ---1----1----1---- I I I ---,----r---,---- 1 I I ----1----T----I---- I I I ----1----T---- � I I I ----r---1----r--- C/� T®5r0 7®Jr' .O I I I I I I I I I I I I I I I I I 1 I t I I I I I I I I I I I I I I I I I I I • I I I I I 1 I I I I 1 I 1 I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I J-I- - - - - - - -I- - - - 1 - - - -1- - - - - - - - L - - - J - - - - L - - - - - - - L - - - J - - - - L - - - - - - - - 'L - - - -I- - - - 1 - - - - - - - 1 - - - - L - - - J - - - - - - - J - - - - L - -- J - - - - - - - -I- 1 - - - - �- - - - J - - - - L - - - I I I I I I �--I----+----I---- I I I 1 I I I I 1 I I I I I I I 1 I I I I I I I ---�----�----�---� ----1-----�-----1---- ----1----�-------- ----{-----I----+--------+----I----+---- ---4----I-----1---- ---- SEE JOINT SEAL OPT/ONS CONC. PAVEMENT DETAIL T/-//S SHEET s:x x -x x-a: Z. WWF /-/OLO BACK 3" FROM JOINT CONTRACT /ON JO//V T OET A/L NOT TO SCALE SEE ✓O/NT SEAL DETAIL CONC. PAVEMENT THIS SHEET o X X --7 - X X —•�o ----------------- — d WWF /-/OLO BACK FROM JOINT 4'd v v n.:v,.bp: . BUTT JOINTZ% " D/AMETEK. /8" LONG DOWEL SPACE /2 CENTER TO CENTER. ONE ENO PA/NTEO ANO OLEO. CONS T RUCT /ON JO/NT OET A/L NOT TO SCALE \ PAVEMENT SURFACE \ PAVEMENT SURFACE j;:' �';r�� /POURED JOINT .� POURED JO/NT N SEALER \ � '• \ SEPARAT /NG BACKER TAPE MATER/AL T /N//AL JO/NT SAWCUT • /N/T/AL BOTTOM OR /NSERT SAWCUT JO/NT OR /NSERT DETAIL B BOTTOM DETAIL A CONTRACT /ON JO//V T <USE E/THEE? OETA/L A OF? DETAIL B> 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-2A INA I ••I � I I • I•'I 'I I' I A A ' NOT TO SCALE HEAVY DUTY CONCRETE PAVEMENT PAVEMENT A .A •, A •A A •A . tx -x X ° 8" VDOT •2/-0 WWF APPROVED PLACE NEW A.C. PAVEMENT SUBGRAOE AGAINST PC SLAB R/G/O PAVEMENT ABUTTI/VG FLEX/BLE PAVEMENT NOT 70 SCALE TE✓ REQUIRED AT INTERSECT/ON OF PAVEMENTS SEE ✓O/NT SEAL OETAIL 5' M/N NON -EXTRUDING ✓O//VT FILLER STRIP T/H//CKENEO-EDGE EX/=ANS/ON JO/NT <T EJ> DET AI L NOT TO SCALE � (MIN) PAVEMENT SURFACE N /4'• �y/NJ PAVEMENT \ SURFACE • \ ' POURED \ •:r •POURED JOINT JO/ NT SEALER SEALER SEPARAT /NG SEPARAT/NG TAPE BACKER TAPE MATER/AL NON-EXTRUD/NG 3/4" JT FILLER M/ DETAIL B M/N DETAIL A EXPA/VS/ON JOINT <USE E/THEE? OETA/L A Of? OET AIL B> SEE PLANS 8" VDOT '•2/-B COMPACTED TO ---/ 95% STANOARO PROCTOR OENS/TY SUBGRAOE COMPACTED TO -95;,I-J STANOARO PROCTOR OENS/TY CONST RUCT /ON ROAD EAV EME/V T SECT /ON NOT TO SCALE �. 60 ' R. 0. o I& 1 ' 2.524' 12'QZ 1 ' � / L� , exlsting 1 �2" SM-12. 5A exlsting EXISTING PAVEMENT �CG-6 2.091. 2. 08,,-•- SEE PL ANS SEE 0Z ,4NS SOIL COMPACTED TO 4 BM 25. CRL/SHEO UNTREA TED ACC. 95% STD. PROCTOR 21 B TYPE 1 COMPACTED TO DENSITY .95% STD. PROCTOR OEN5.1 TY lYEST B�'OOKE /Q0,40 TYPfC,4L CROSS-SECTfON NOT TO SC,4L E \ � •4 REBAR SPACED APPROVED m /Z" C-C SUBGRAOE 8" PORTLANO CEMENT CONCRETE PAVEMENT 6" CRUSHED AGGREGATE VDOT 2/-A PROVIDE HEAVY DUTY, RE/NFORCEO CONCRETE TRUCK PAVING PER AC/ 20/, 3/6. 3/8. 325 AND 504 WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK, 28 DAY COMPRESSIVE STRENGTH 4,000 As/ CONCRETE <3" -/- /' SLUMP, 4% - 6% A.E.J.W/Th/5/g" DOWEL BASKETS AT CONTROL JOINTS ON 20' CENTERS BOTH WAYS, RE/NFORCEO WITH "'4 REBAR AT /2" CENTERS EACH WAY, AT LEAST 6" OF VDOT 2/-A AGGREGATE COMPACTEO TO MIN.95% STANDARD PROCTOR (AST0698). CONSTRUCT/ON ✓O//V7-S WILL BE FORMED AND OR/LLEO FOR O/A. DOWELS AT /2" ON CENTER. FILL ALL JOINTS. /% SLOPE /S MAX/MUM ALLOWABLE FOR THE F/RST 60' FROM THE FACE OF THE DOCK. CONCRETE PAVEMENT SECT/ON NOT TO SCALE COMPAC'RD DAWN INITIAL MACLFILL SEE SPECIFICATION 520.07 CGO VT SPECS TYPE 1 2" Rad/us .•.• • • • e'• .•► '.--------------- COMB//VAT /ON 6" CURB GUTTER <CG-6.) NOT TO SCALE ANIm a"X ABT ON dt 16111011011 INITIAL MACSFILL TYPE 2 COMPACTED SAWILL INITIAL SAW ILL SEE SECTION 520.03 YDOT' SKCS' $67 ON M RIMING /,,,,,/„ //,/,/, 2• TYPE 3 PROPOSED STOW ORAINAW INITIAL BAOUFILL MIN. N MIN. D.D. B• SEE uCTION 520. of 0 O• P01 I. .• ,, No r . r o 4• IN 11• MIN e' D.B./� •YIN 1 D. n A a 0.0./4 N NEW. 0.1 /2 1j' MINI • Lxa Aa COME. �• r AaKaATE NOT OR a. B 10 'CLASS A-S CONIC. PRorOtao STOW DRAINAaE PIPE CONCRETE cRAoIE ON CAP SiNALI FNLL011 THE PIPE CONTOAt A YIN. OF 4' HOVE OR BELOW M CROWM. CONCRETE ENCASEMENT CONCRETE CRADLE CONCRETE CAP AfO.Aff. I. WHERE THE TRENCH BOTTOM IS IN ROLL. IT 1. WHERE PIP[ FOHUTATICMS ARE YEILOINa. PIPE • FOR PIPES LESS TNAM I2' M TIrHCH SHALL BE EXCAVATED TO A MINIMUM OF SHALL K REDEEM ON A MINIMUM OF $' BEDDINB WIDTH MAY IE Sa' MALIUM. a' BELOW THE BOTTOM OF THE PIPE AND MATEIIIAL. BAOCFILLED WITH BEGDDO MATEIIIAL UTILITY BEDDING AND PROTECTION WATER AND SANITARY SEWER FACILITIES VIRGINIA DEPARTMENT OF TRANSPORTATION ' Pu I- ' Z'LAK A-8 WIO. POP TO UMDISTLMW EARTH NORTH AMERICAN GREEN P30ON FLEXIBLE CHANNEL LINER (W=20') Mi. = L' TYPICAL DITCH SECTION NOT TO SCALE CONTACT AREA IN SO. FT. THRUST BL OCW SH.4L L BE j \ z-ACCOOEO IN UNOISTURBEO \/\\/ ° D THRUST BL OCK 5000 PSI CONCRETE D DD PRESSURE PIPE TEE ORIGINAL TRENCH r4LL THRUST BL 00( CONTACT �\ AREA ( SO. FT. J I WINO \\ PRESSURE "PSJl \\ SIZE too 250 200 /\ \ 4 / S 7-,4N0,49z9 7H- RZ/� T N Bop s 5 9 L z OCA"5 FOR TZ S 12 ` 6 12 '4 (NOT TO SCAL E) THRUST BL OC/Y CONTACT AREA (SO. FT. l PIPE M'ORIUNC PRESSURE (PSI SIZE 10o 150 200 CONTACT AREA -7000 P5 i CONCRETE OF MAIN PL UG A',4 TER MA IN BOND 9RE.4XER THRUST 9L OCK 17RI0IN4L TRENCH N.4L L 5T4N0,4R0 THRUST BL OCAI FOR PL L166ZO ENOS (NOT TO SCALE/ s concrete thrust block 6" dia. schedule 40 steel pipe filled with concrete and painted yellow ,;'., 3' 7, :. •. 18' dia. concrete encasement BOLLARD DETAL direction of setting to be approved prior to instal lotion as required �2' min. - 6" max. stone toe minimum of 6' above top of base FIRE HYDRANT ASSEMBLY Figure 9 pad 1 ' -6 " sq. x 6 " deep screw type adjustable valve box locator peg mechanical joint swivel tee with 6" branch L :31 TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 71-.1111111 C E E 0 T 'a S 0 N U O Y � u u v V 0 a O 0 N N O O 0 C rn cD O u O a> • 0 U O O C 0 Z 0 O = Q U (n Coy v U) • 0 � U y p Q -C U U Z w 0 a z> Z a� z 0 � >wa W o> W m Zaro Z U Of tr ZUJ 0 w J U V) Z 3� 0 Q L.J._ MTH OF �AY/, d0 0. I 1 I0NAL E PROFESSIONAL SEAL V Q Q to � Z 0 O or-_ LJ 0w0> 0 L L_ < U) QOQZ Z w�X� O C — z LLJ C) f— W �oLY U �0�U m L 0 0 = L1 / � /Q/'�/ L L. Lli Q Y � LJ ,�n V J CD CD 0 Q LL Z L 0 U a LZ 0 U Drawing Number: a C-6 F GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated. all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including. but not limited to. off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: Site grading is to drain to the silt fences or sediment trap at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: During dewatering operations. water shall be pumped into sediment traps. ES-9: The contractor shall inspect all erosion control measures daily. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be made by the close of the day. The contractor shall be responsible for the ultimate removal of all temporary sediment control devices. CONSTRUCTION NOTES 1. The contractor will be responsible for applying for and obtaining any necessary disturbance permits which may be required by the County of Frederick prior to the start of clearing and grading activities. 2. The contractor shall stabilize all disturbed areas within 7 days after the area is brought to final grade. 3. Stabilization shall be by permanent seeding and mulching as follows: G. Scarify the top 1" to 2" of soil after final grades have been achieved. b. Add pulverized agricultural limestone at the rate of 2 tons per acre. c. Small grain straw mulch shall be spread at the rate of 1.5 tons per acre. d. 10-10-10 fertilizer shall be spread at the rate of 1.000 lbs. per acre. e. Seed with one of the mixtures listed below: TEMPORARY SEEDING PLANTING DATES: SPECIES SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET (SETARIA ITALICA) PERMANENT SEEDING RATE IN LBS. PER ACRE 50 -1 00 I bs. / acre 50% 50% 60 - 1 00 I bs . / acre 1 00% 50lbs. / acre 100% MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 lbs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE RED TOP GRASS SEASONAL NURSE CROP** CROWNVETCH* 150 lbs. / acre 70% 3% 13% 14% **SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS. CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE TREATMENT SOURCE: VA. DSWC PLATE. 3.29-3 SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION GUIDE PLATE. 3.29-4 DUST CONTROL MEASURES THE CONTRACTOR SHAM USE SPRAY - ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE I METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL/ AC.) ANIONIC ASPHALT 7J COARSE 1200 LATEX I25.4 FINE 235 RESIN -IN -WATER 49 FINE 300 TEMPORARY DIVERSION DIKE Comrlacted Soil TEMPORARY SEDIMENT TRAP ORIGIONAL GROUND ELEVATION 67 CU. YD/ACRE (152.6 CU/ YD.) 67 CU. YD/ACRE L ORIGINAL (EXCAVATED) GROUND (157.8 CU. YD.) 2.75' ELEVATION CLASS I RIPRAP FILTER CLOTH COARSE AGGREGATE** CROSS SECTION OF OUTLET CLASS I RIPRA NGTH (IN FEET)=13.5 6 X DRAINAGE AREA ( IN AC-) DIVERSION DIKE Lld OARSE AGGREGATE* / FILTER CLOTH EXCAVATED AREA COARSE AGGREGATE SHALL BE VDOT #3. #357 OR #5 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) L SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX Jam► � ��_ / - ��� � - III IU 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. III = III SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I FLow ] wx. \ A I A I A \\\ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) OUTLET (PERSPECTIVE VIEW) STONE CONSTRUCTION ENTRANCE EXISTING GROUND _7:be. "_000011h' CLOTH MOUNTABLEFILTER SIDE ELEVATION 70' MIN. 6 WASHRACK 10' MIN. (OPTIONAL) 41 u-••:�• •�:.�:••:EXISTING PAVEMENT •jam?.0 ,., MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS COURSE AGGREGATE TO SEDIMENT LAN OPERATION SECTION A —A REIKrUKI:tU WKI KL,t UKAM ZWALt SECTION B—B N. N. L TRIAD ENGINEERING, INC. HARRISONBURG VIRGINIA 0 u � o rn o � C rn v O O r O U Z N o O � N C o N �•= o N Q C - v v 0 v 0 (% T � � >� a rn 3 v Y � U U U y p p L U U Z a Za> z_ z' %� U_ U r >3a LLJ LdU) o �0az Z 0a 0� V Zw w z z � WOE Lj UN 0 Q TH OF Y j 1 ZONAL E PROFESSIONAL SEAL F— _ Z� =z 0 a-5 w_J :2 0 z 10:f Q O w 0 > C� F-- I_ < z >- L.1J w < 0 < Z �Q ��12::) z�w0 dS -1 LIJ 0 mow -J cn Y Z ry �(0 0E- Q Q = w V) Z wp Y 00 0 o Q � � W a Drawing Number: N C 0 'IT7 0 0 SOURCE: VA. DSWC PLATE 3.09-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control.VA, DST C PLATE.3.05-2 SOURCE' ADAPTED from 1983 Ilayland Standards for Soi I erosion and Sediment Control, and Va. DSWC Plate 3.02-1