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Home My WebLink About36-01 H.P. Hood - Filling Line Addition - Back Creek - BackfilePROJECT LOCATION FREDERICK COUNTY IND TRIAD PROJECT NUMBER CD-068 INDEX OF ' W__ I S`�'RIC'�' DESCRIPTION SHEET NO. TITLESHEET.......................................................................... C —1 NOTES& LEGEND .......................... I .......................................C-2 OVERALLSITE PLAN.............................................................. C — 3 SITEPLAN..............................................................................C-4 SITE GRADING AND E&SC PLAN .......................................... C — 5 CONSTRUCTION AND E&SC DETA T S.................................... —6 OWNIER/"DEVEEOPER: I-I.P. 1-10OD9 INC. 160 Hood Way Winchester, VA 22602 Phone: (540) 868-7703 VICINITY MAP 1 " = 1000, Approved by the Zoning Administrator l 0<;l v/ Zoning Administratc r Signature ate M—+o Q;+-. —I-- ;_ t .4;.4 „_+;I %i rqn+c d�ll�si ENGINEERING, INC. w-,vW.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone. 540-667-9306 Fax: 540-667-2260 E—mail: office @)triad—w .r `1.cc:"_tn 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: off ice(&triadengineering.net GENERAL NOTES 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambi uities in drawings shall be immediately reported to the engineer in wri�ing, who shall promptlyy 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 of the contractors risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted specifications for all work shalt be in accordance with the applicable Standards and Contract Specifications of the Virgqinia Department of Transportation, I Virginia Department of -Kealth, Count of Frederick, Frederick County Sanitation Authority, and the conti-2 documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of an conflicts with existingg and roposed utilities. Damage to exisin tilities shall be tF�e Contractors respq,nsibility. F,prty-eigght 48� hours prior to any excavation call Miss Utility 1-800-5 2-7001 . 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 hall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the Land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory, material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP SM, Sc ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage pointsiof optimum to facilitate compaction. General) , unsatisfactory materials include materials classified in ASTM D-248T as PT CH, MH OL, OH, and any soil too wet to facilitate compaction. GBH and qH soils may be used subLLect to results of the Geotechnical Report and upon op71cu. roval from VDOI. Soils shall have a minimum dry density of 92 Ibft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the Project. Tests shall be conducted by a certified materials testing aboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per. 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted sub rode free of organic matter. Gravel shall be VDOT type 21 -B and shah be placed and compacted in a moist condition so t-hat the fines remain mi-xed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material roiled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virgginia Department of Hi hwa s Road and Bridge Specifications and Sfandards and Virginia E & C Regulations. 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 and 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 floggers 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. V 6 Z 0 ABBREVIATIONS C-; ARCH. ARCHITECT LEGEND C� C/L OR CL CENTERLINE q CL. CLASS EXISTING PROPOSED C/OUT OR C/O CLEAN OUT CONC. CONCRETE - - CG CURB & GUTTER ROADS D.I.P. DUCTILE IRON PIPE DIA. DIAMETER -- 8 E.P. EDGE OF PAVEMENT ci - ROAD CENTERLINE EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER _- - CURB EX. EXISTING .Q F.E. FOUNDATION ELEVATION CURB TAPER C F.E.S. FLARED END SECTION F.F. FINISHED FLOOR _ _ F.H. or F/HYD FIRE HYDRANT - -- - SIDEWALKS F/L FIRE LINE F.W. TOP OF FOUNDATION WALL OF G.V. GATE VALVE HEAVY DUTY PAVEMENT H.P. HIGH POINT�,.,;� HORIZ. HORIZONTAL UDENNIE D. DUNLAP 00- INV. INVERT ; CONCRETE PAVEMENT No. 035809 IRS IRON ROD SET °�� 9 A27 /v I 47 LAT. LATERAL LT. LEFT sIONAL M/H MANHOLE MIN. MINIMUM BUILDINGS NE NORTH EAST �'L N i5 NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION -Y r FENCE $ W o P.T. POINT OF TANGENT c PVC POLYVINYL CHLORIDE ' DECIDUOUS TREE go PVI POINT OF VERTICAL INTERSECTION ° Z PVT POINT OF VERTICAL TANGENT m"`1 1LU 7,W R RADIUS CONIFEROUS TREE R.D. ROOF DRAIN ,� o o RT. RIGHT CONIFEROUS SHRUB SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD PROPERTY LINE STM. SEW. STORM SEWER SE SOUTH EAST STORM SEWER SW SOUTH WEST S/W SIDEWALK 2900 zs®s INDEX CONTOUR S.F. SQUARE FEET STR. STRUCTURE - -2898 - INTERMEDIATE CONTOUR T.B. TOP OF BANK TPD TRIPS PER DAY 2876.3 x zas3. sa' SPOT ELEVATION U/G UNDERGROUND VERT. VERTICAL LIMITS OF CLEARING AND/OR GRADING W/L WATERLINE X-ING CROSSING GENERAL SITE PLAN NOTES: 1. TAX MAP NO. 63 ((A)) PARCEL 86A. 2. MAGISTERIAL DISTRICT: BACK CREEK 3. ZONING: M-2 4. CONTRACT OWNER/DEVELOPER: H.P. HOOD, INC. 160 HOOD WAY WINCHESTER, VA 22602 PHONE: 540.868.7703 5. SITE AREA: 74.10 ACRES 6. BUILDING SETBACK LIMITS: FRONT=75' SIDE=25' REAR=25' 7. MAXIMUM FLOOR AREA RATIO (FAR): 1.0 FLOOR AREA (EXISTING) = 330,000 SQ. FT. TOTAL FLOOR AREA = 352,104 SQ. FT. (FAR = 0.109) 8. PARKING ANALYSIS: EX. OFFICE SPACE: 16,000 SQ. FT. @ 1 SP./250 SQ. FT. = 64 PACES EX. MANUFACTURING USE: 90 EMPLOYEES ® 3 SP./4 EMPLOYEES = 68 SPACES EX. WAREHOUSE USE: 8 EMPLOYEES 0 1 SP./EMPLOYEE = 8 SPACES TOTAL: 140 SPACES REQ'D (INCLUDING 5 H.C. SPACES) PROVIDED: 140 SPACES (INCLUDING 5 H.C. SPACES) NOTE: THERE ARE NO ADDITIONAL EMPLOYEES PROJECTED FOR THE WAREHOUSE ADDITION. 9. BUILDING HEIGHT(S): BOTTLE STORAGE ADDITION HEIGHT = 32'-10 1/2" BUILDING ADDITION @ DOCKS (PLANT SE CORNER) = 44'-8" 10. BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY TRIAD ENGINEERING, INC., DATED 1 1 /6/97. 11. THE ORIGINAL SITE PLAN FOR THE NEW H.P. HOOD MILK FACILITY BY HIXSON WAS APPROVED ON 10/19/99. 12. THERE ARE NO ADDITIONAL OUTDOOR TRASH RECEPTACLES REQUIRED FOR THIS BUILDING ADDITION. 13. THERE ARE NO OUTDOOR STORAGE OR RECREATIONAL AREAS PROPC'___.F` WITH THIS ADDITION. 14. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DIRECTED TO PREVENT GLARE ON ADJACENT PROPERTIES. 15. THERE ARE NO ADDITIONAL SIGNS PROPOSED FOR THIS PROJECT. 16. ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F, (FACTORY) OF THE BOCA NAT►C BUILDING CODE/1996 AND 507, UNLIMITED AREA BUILDINGS. OTHER CODE THAT APPLIES IS CABO Al 17.1 -92 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. 17. NOTE CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENT`_", FOR THIS TYPE STRUCTURE. 0 Triad Engineering, Inc. 04 CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 Phone (540) 434-4135 Fax (540) 434-5841 Mill E-MAIL: office®triadengineering.net z ® z W z W J Ck C4 ® ®® W A z z W L o X L :9 Isis DWG FILE C-02.DWG DRAWN TRIAD CHECKED DDD Q.C. REVIEW DRAWING DATE 08-08-01 JOB CD-W8 NUMBER PRINT DATE 16' GRAVEL D/W & 20' R/W 322/359 OHE &__ NORTHERN VA P€1WER CO. R/W PLANT a NORTH .! ` ,- "-- ' / -�- N/F \ - B.J. SAGER, INC. 63-A-87A j fi. /� �/ Q s •_ / I 493/708 ram- i ZONED: M-2 USE: COMMERCIAL �—1 LOT 3 ` , k IX1STIN0 r1� THE ESTATE OF LOT 2 no NAOMI POOLE ADAMS N W 7•;_2 \t, THE ESTATE OF 935/739 15.78N/F N \ /F NAOMI POOLE ADAMS + o - ' i I R II FLEX-O-GLASS, INC. t� CARL F. FRYE I I 935/739 z / N33'08'27"E ( 63-A-87 `t 63-A-82 rri 45.45' N46.21 ` 395/576 738/302 r i \ ff t ,26„ I - 58"E IPF ZONED: M-2 ZONED: B-3 1 =� N34'42 53 E I �., �2 4' 309.23 ' �-� S49'34'03"E I USE: VACANT USE: COMMERCIAL 1 IU o N/F 29.46 .• IPF 6 / \ 56.43' 1 ' P F � POTOMAC EDISON CO. ' 63-A-81 NAIL FOUND IN CONC. IPF 7.59 746/543 ( 17' USE: COMMERCIAL I I I I N43'S9- " r r 767. I 1 IFENCE POST FUTURE 30' WATER I I t _' II AND SAN. SEW. ESMT. \,l EX. 20' WATERLINE ESMT. 75' BUlLp1NG—SETBA_ I 923/1 171 CKNo Cr CN T I I \ 10' TEMP. al t �� CONSTRUCTION ESMT. \ \ 10' TEMP. EX. 20' NAIL FOUND 923 1 1 71 FUTURE 20' WATER DH FOUND \ `� \ — Q f CONSTRUCTION ESMT. WATERLINE ESMT. IN CONC. / AND SAN. SEW. ESMT. IN ROCK �� \ \ \t+1 _ — ® — — 923/1171 w' I 923/1 1 71 r f, II PK FAIL / N34.42'58 E — — --� — I „ S f S34'42'58"W — 64476=— — — -- _ — — -- S34'42'58 W -� 238_89�_ — —■ �\ 60' FUTURE RIGHT OF WAY EASEMENT. PRIOR IRF �--T IRF �-- — — —� \ \� TO ANY FUTURE SUBDIVISION OF PARCEL. 95.8 _ 63-A-86A, THE PROPOSED FUTURE 60' RIGHT — — ,� —� '• �! OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE m ALIGNMENT SHALL BE CONSTRUCTED N/F J.S. COOLEY C/O MARSHALL NATIONAL BANK 63-A-85 ZONED: 8-3 USE: VACANT l,` \ OR BONDED AND DEDICATED TO FREDERICK \`' \ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA EX. 20' SAN. DEPARTMENT OF TRANSPORTATION ROAD SYSTEM, \ I SEW. ESMT. cn I FUTURE 75' BUILDING SETBACK `\\ \ 923/1171 — 0 . I 20' I SAN. SEW. ESMT. — — — — I \\ \ \ �'``�!7 I ! {i j (F,C.S.A.) �I �I I I 1 I I I V I I I I TI - I -TI FI I -T7I 1I I I I V I I \� I 10' TEMP. I�v 1�`t CONSTRUCTION g1l ESMT. FA I d IIIIIIIInIIII1IIIn'IIIII'In,IIIIIII \ 0 �.\\ \ \ `sue I I N/F I—C/L NORTHERN VA H-H 11 I t I-H Itj �tl+•1+I ' \ >_ \ ,� I' j I THE HENKEL HARRIS CO. INC. �• I I I I I I I I I I I I I IIIJJJ I I I I i I I ��JJ I I I I I I 1 \ \ _ • 111 POWER 90 R/W II \\\� \ � \�� _ \ � II j I 6670 332 I / �_� \ \• I, I I / >r_ ZONED: M- -- USE: INDUSTRIAL � I 1168 FUTURE BUILDING �- �`— —�\ FUTURE 20' WATER —---AND SAN. SEW. ESMT. EX20' WATER10' SHENANDOAH I ADDITION AND SAN.�EW. ESMT,GAS9CCO.7ESMT. ROPOSED / 387/535 LOCKERROOMDDITION S.F. , • _ \ \ \ I I f#ENCE II , PROPOSED - \ PROPOSED (4) BOTTLE STORAGE i:; ' - . '. �\ �--- IPOST SILO ADDITION ADDITION I a� I� H.P. HOOD 1 7,4-96 S.F. (t) I `- ��1 74.10 AC. \\ I r- -�� FUTURE I �r�0�05�'D. � 63 A-86A >II.PROPOSED BUILDING L©A►QIfV.• z� ZONED: M-2 \ I IIexisting building _ '��.• SECOND - g g ADDITION ':• Q%J USE: INDUSTRIAL I TANK �� ❑ 330,000 sq. ft. (+/ )- - . • o/ I building height = 52' / .• • •' �� existing I N/F = PROPOSED = . topsoil �' \ J.S. COOLEY N I I (}/—) BUILDING stockpile \\ C/o MARSHALL NATIONAL BANK ADDITION • -1 `o \ ZONED: 8-3 W/ DOCKS USE: SINGLE FAMILY / 3,440 S.F. Al FUTURE PROPOSED (2) nmnni 11111''�111 ►► r WASTEWATER DOCK DOORS TREATMENT EX. 20SAN. 10 oF (IIIII II I SEW. ESMT. C —I �1III11 I PLANT , \ � I _— 923/1171 o FUT E PROPOSED ADDITION(S) R POSE- / 10' SHENANDOAH _ TRAILER LOADING GAS CO. ESMT.UIL II G BUILDING I RLAtO� N P IS g5s/820m DDI ADDITION _- AREA W/ �ADDI iI^CONCRETE _ � moCONCRETE PAVING -_ PAVING \ / • I — _—..----- PR —Pti I� �� I IIIIIIIIIIIIIIIIIIIIIIIII , � \ � � \ / , + IIIIIIIIII .dha� ) , I .,� I - { N 1 I t 14- 1 t-a a I� I ,-� I I-4 I I �u N/F ^ JOHN C. RUSSELL, JR. / I 75' BUILDING SETBACK 63-A-116 (PART) 75' BUILDING SETBACK \. — • — - - - �J - - - - - --/ / ,.t / 521 /723 -I USE: VACANT S37'03'05"W 1098.84' VDH MON. VDH MON7 S34-2303"W 301.82' VDH MON. — RR SPIKE SET IN FOUND FOUND FOUND IRF 30" CHERRY ll N52'57' 1 1 "W - 0.69' SL_ TO IRF tNTERSTATE---$1 - R1W_ VARIES___---..-_-----___. —_.._ ___ ______�-__--___-_- - - _.-.-___----------------__ __ ___ _.----__-__ — �� Arc=306.03' _ INIERSTAjEa1 I� Delta=OG'45'32" Arc=470.99' — Radius=i 3106.32' Tan= 153.02; Delta=01' 10'01 " Radius=23126.32 _ __----___-_ Chord=..:, i _ Tan=235.50' Dist=306.02 Chord __ - ____.__.__:------_ Dist=470.98 100 0 100 200 300 so Scale 1" = 100' NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 2. ALL CURB RADII ARE 5' UNLESS OTHERWISE SPECIFIED. 3. REFER TO ARCH. DRAWINGS FOR EXACT BUILDING DIMENSIONS. 4. SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 5. CONTRACTOR SHALL COORDINATE F/L CONNECTION INTO PROPOSED ADDITION WITH THE ARCH./PLUMBING DWGS. 6. THOUGH NOT DEPICTED HEREIN, SCOPE OF WORK INVOLVES ALL REQUIRED DEMOLITION. 7. ONLY THOSE ADDITIONS CLASSIFIED AS PROPOSED SHALL BE PART OF THE INITIAL PROJECT SCOPE. �,i 8. PROPOSED SITE LIGHTING FOR THIS PROJECT TO BE DETERMINED BY MECH./ARCH. PLANS. SITE LIGHTING TO BE SITUATED TO NOT SHINE ONTO ADJACENT PROPERTIES. 9. THE PROPOSED USE FOR ALL ADDITIONS FOR THIS PROJECT SHALL BE CLASSIFIED AS WAREHOUSE. PLANT NORTH ... < a......._..t .t��F _... - r? � :y, a,�,..�.� _•�t. - ri; J'_ _'�':Ls'F .^^^s. �=5: - wx.a _-v..- - _ _ _.._...,. .,....,,—.. ,. ..,-..---_" -. 146. �_.. ram. ,> �..!' .. ' . ,� � -�.� -' `a, ds y �;-;_ �;k� °, '°_ '�' {-f y,t_ ,,.� t�, i f _.,, r - !.. t-+,mot '... nr- "�•t+••'1� , p, _. R..- r ._.r..... _ i y@1. -.,a r- < 415.36' �-4171 i` •- _. _ la s y 42 21 p¢ g J i : : , y 1 i 1 - -. .: ♦ t ¢ .� -�i`1} � ..J s �, '�--, 1+tea 1 P A< i f , 3 _ ,. •``.'*. •-.��-'�ii /'� - ". .. _._ __ __3 f"r,"'' , Z i r"'F„/ `n_y \, h A. „�_ �� 1 / - : / �• � : •,.. x r € : , € .s_ i f krs. f �s Y. , .._._ ` 1- x xTEE 1-8" G.V. 1 -22.5 BEND - end �rU rc; - a ,! _r8" DIP Co V FUTURE_ ADDITION CL 52 F/L. �, I _ _. _ve Ar, PROPOSED existjn 28 SEE NOTE #5, ��, � :6 r� : 9 e/ec THIS SHEET Inv �� k NON -CLIMBABLE CURB tr'c fence -."-1-90' BEND F.E.S. C� C� 11! (SEE DETAIL SHEET C-6) 170 LF-18" RCP R 243' _ INV 732 10'M 30 { F E S TM. SEER ®0 509, SEWER II®SO 50% 84' r PROPOSED BOTTLE INV.=746.90 STORAGE ADDITION `� W/ PLUGGED END PROPOSED 7 tr STR #1 ex sting silt fence ,( ) LOCKER ROOM t:aF. sti3� 17,496 S.F. (t) i, �— 22.00 LF-15 RCP 0 BE RELOCATE STIR I ADDITION 2 , 3 — — — — .: HEIGHT = 32'-10 1/2" "° # . CL III STM. SEWER _ - USE: WAREHOUSE } ® 2.00`t v . 1,168 S.F. (f) - -........- - - - emu;.�_ -0 HEIGHT = 16 " =°: r_ ,:. :'. ... ..::::': .. .. .. • o USE: STORAGE 12 -- BEGIN TAPER FROM 10'. - v ' 6 �`"`` NON -CLIMBABLE CURB TO - r�n� 10.00 LF-15" RCP I STD. 6" CURB 4' FROM PROPOSED (4) REFER TO ARCH./PLUMBING CL III STM. SEWER` 2.00% _ - , /c-rr mr i r.,mi.if, r,,.,..n STORM STRUCTURE + e, ; , I /— FUTURE LOADING PROPOSED ADDITIONAL 0 TANK W/ CONCRETE PAD (MATCH EXISTING PAD SIZE, TYPE, AND THICKNESS) 4 50 0 50 100 150 Sca(e 1" = 50' existing building 330,000 sq. ft. (+/-) building height = 52' (+/-) PROPOSED CONDENSER PLATFORM (REFER TO 10'x75' PAINTED STALL STRUCTURAL DRAWINGS (TYP. OF 2) FOR EXACT DIMENSIONS PROPOSED BUILDING ADDITION W/ DOCKS 3,440 S.F. (t) HEIGHT = 44'-8" USE: WAREHOUSE PROPOSED (2) DOCK DOORS (EXACT LOCATION '' t'" PER ARCH. PLANS) i~ FUTURE ADDITION NOTE: I REFER TO BLOW-UP DETAIL ON SHEET C-5 FOR I PROPOSED DOCK ADDITION. 10'x75' PAINTED STALL (TYP. OF 6) 80' v - • v • d ti I v ' v 33 - - - 405' v - v v • v % 15' - - 0 s = • FR0S.FJ - • TRAILER • LOADING AREA Wj"TYPICRL- MAINTAIN A MIN. �—' e - °• CONCRETE .PAVING •° WIDTH OF 20' - (SSE • DETAIL ,SHF-ET C o6) - FOR EX. GRAVEL FIRE ACCESS ROAD - = - j v , J • o b 53' JYP. • . o , ° v ' v • 1°1 TYP. . �— PROPOSED NON -CLIMBABLE CURB v ° ----(SEE DETAIL SHEET C-6) ° OPOSED ' NON -CLIMBABLE C1. (SIP [JET941�, S � .3� RM' R50' /-R10 P. . Northern Red Oak AREA ADDITION (37 SP. ® 11'x53') existing topsoil stockpile Q UANTITY PLANT NAME (LA TIN) PLANT 1VAMK (COMMONS SIZE SPA CING REMARKS 4 Quercus r2.tbra Northern Red Octk 2.5" cal. Pe-r Plan B & B Double —shredded hardwood mulch _ 4"-6" deep ***mulch each tree individually 0 Triad Engineering, Inc. CONSULTING ENGINEERS — 971 Acorn Drive Harrisonburg, Virginia 22802 Phone 540 434-4135 ' J Fox MO) 434-5841 E—MAIL: office®triodengineering.net I w 0 of o � U DENNIE D. DUNLAP UP> No. 035809 Al'' �SIoNAL E� -0 O N a C y 0 V d p fd `p U d 'C cc p a p m O ' N E U i E 0 d U--0 o z z Q ce W z � W pzU) O W z J = a of J IL z W t: =a� U) DWG FILE C-04.DWG DRAWN GLK / DDD CHECKED DDD Q.C. REVIEW DRAWING DATE 08-08-01 JOB NUMBERR C D-068 PRINT DATE C=04 LEGEND N0. TITLE KEY SYMBOL PLANT TEMPORARY STONE _ NORTH CON 3.02 ENTRANCE ION E ei 3.05 SILT FENCE S F X X-XSTORM DRAIN 3.07 INLET PROTECTION TEMPORARY O OO 3.09 DIVERSION DIKE TEMPORARY 3.13 SEDMENT TRAP j J LR - r 1 r•�:v -r l A''k'D SAN. S,.Oi. E SM M. i! i+ K -. 4 ...3s�R; VV { , %,. ...-- - /-�_....+-.-+-..•..=.nv:...+s_"....-...__..'.'.__ice -. 'r f_'.9 ('^ 1J • - .-1 B ' -i___" i -- ._ _ -.- -... F tit _ t ------- - ti _- r'_ t` 4 r I _ I ' ram._ -6''"'"••1 7-1 1 7-"`" „""" ;i".. I - T-w k{ ,7-7- --1 i17 ..-.:rr,.r. .:i � I 1 3 I t t I p 1 E 7 LA i, t l ^ Y l+'. t r r I ._' .. IN Y, _ I rr , - q E i £ i .00 wyj I%c r 1 , i I i 'I Q' E r,. : PROPOSED 76 LF TRENCH DRAIN ® 1.00% PROC. TRENCH DRAIN::: ' INV 746.10 TOP=748.17 I::':;::>::.: r� (SEE DETAIL SHEET C-6) IN ':... :::':;':: ' 4 5 8" CURB - _» INV.=746.41 I INV_=747.17 v • 34.41 LF-8" PVC 6" PRCC. W ' 1.0F. / SDR 21 STM. SEW • .0 7 • ® 5.00% -= I ;d CONNECT TO ,� I �`,#. -_I- DU C/ ! EXISTING C/0 , 0 48.3 e - i V I `r P `ROVIDE SMOOTH x ; TRANSITION FROM DOCK I iy "� • s•. i RAMPS TO EX. TRAI LER PARKING AREA H.P.- - -DEMYJLISH EX. CONC. 48.87 48.87 GgURB AS, NECESSARY i d PROPOSED DOCK LOADING AREA DETAIL SCALE: 1 "=30' { I _ a v 736.9e; ': ,-- - _--;---__ -__- ---- � - ---- -- -- ' FUTURE -..-732No .�: • i : f r existingti . ! ! ! ' � y `, { ram' rors�c�.- ^�4` r•c - -__ ADDITION r r 7 I r I v _ _! v4 _ of _ NORTH RINnGREEN FES �nni FxA F(vNvR 7sni�r� 752 4 4` NV-74 -� _ / ° v F.E.S - - z lac -- INV.=732.30 ! 3 PROPOSED ` PROPQSED BOTTLEIEs z,. ,4t+ -1 F" R P3 MINER LOCKER ROOM ; !: spoiit STORAGE ADDITION .__ ly: -- HANNERICAN ELE ' ! NORTH AM C 22 00 LF RCP 0 N FLEXIBLE C ADDITION i F.F. - ±752.67 --�s -- -____. ._ _ M SEWER (,SEE DETAIL SHEET C-6) F.F. = f752.67 DD-d " �. I" I STIR L III0S2 00. MAINTAIN A 1' DEEP DRAINAGE ___..._ _. _- _-_ -- ____ W 3:1 SIDE SLOPES) 7. (r ex,stln bulidmp ur e �_ > - ems: a '.� Iawlkdirf, " SWAt 4'x= Madcast 4'x, p d i edcr=,<-ma,y *doorway edoorxay 1 0.00 LF- 1 5" F�'CP ' PROPOSED (4) REFER TO ARCH./PLUMBING CL III STM. SEWER C? 2.00% (SEE PLUMBING rjWGS i SILO ADDITION DRAWINGS FOR EXACT I W/ CONC. PAD LOCATION AND ELEVATION FOR CONTINUA;Si'E) (REFER TO STRUCTURAL OF PROPOSED PRIMARY AND DRAWINGS FOR PAD SIZE, SECONDARY ROOF DRAINS I TYPE, AND THICKNESS)FROM BUILDING t O `'' 1, FUTURE I -t ADDITION I + _ Al z f PROPOSED ADDITIONAL TANK W/ CONCRETE PAD r 1 ice_%!_ ._._ ---- __- �4_- -_ (MATCH EXISTING PAD SIZE, `" existing buildingI TYPE, AND THICKNESS) i ! 33C,000 sq. ft. building height = 52' f.f.=752.67 CN >G i I I t 4 / REFER TO BLOW-UP DETAIL, THIS SHEET, PROPOSED Al FOR PROPOSED DOCK BUILDING LOADING AREA ADDITION ® DOCKS a �- F.F. = ±752.67 tit t, en r v ench drain •. a . PROPOSED (2) !nb a�+=7<�oph4c I DOCK DOORS (EXACT LOCATION s¢s PROPOSED CONDENSER PER ARCH. PLANS) . f sior r v � � a tq#sr 7i7.Ei5 PLATFORM (REFER TO _ �', 4Lr n 4 z F.F. ±752.67 ..7 .f STRUCTURAL DRAWINGS ` FOR EXACT DIMENSIONS - - -" - - - - r: �. _: � , __' __ ._ .:�: ,.� H.P. ,H.R.- =.5 i 48.87 - 48:87 AND LOCATION) ;y /'� 7 4 \FUTURE ADDITIOD e PROPOSED NON -CLIMBABLE CURB -(SEE DETAIL SHEET C-6) 6 - ex tiro , 540 .s ��-ozr C / 4 F - -tea- _ .-.�,w<...-.:.....-. �:.,.._.. ..v..®,. ' w.r..-a. �.....�... .�......,... _ ..r...�._ tA^y,, - _ - _ .�r�•� s a ._ _ .. �.. __ _ �� __. r _. _�_. - - ---�--�---- �' - - --�' _., -__ .._-�=- - a� y--- -.. .-.:mot_ --- -�+_=-=-�_ --- y---••=�,� _�' - ---�:. _ -_�_ _ _•,___.-.__�_._-a:--.._. __._.}r_-._ __...-___. ____ -it-- __•__-_--.._.�._.. _- '�. - -1 .. T .. 'A . - .roc._ -- � •�: .- - ..�., .�� . - _ _.._.__._:, E_�,_. ..._.�..__ --�5 : _ _.-.-...____�.«._._.�.._.__,..<.m..._-...-...,..,.y...__.__..-._._._. ___.._�_...«,.__._.-.-_n„y ,m.^" _ N[, 50 0 50 100 150 Scale 1" = 50' EX WATER ,.. AN ,J,C'N.` _. Grp$`: �. �.. V. 387 f "_,} -4 vie t `D Ss R_z existin9 electric fe - nce -existing silt fence (TO BE RELOCATED) Ie existing topsoil stockpile R w 0 ,O•Ma UDENNIE D. DUNLAP H1 No. 035809 7 /0 ZSIONAL E E 8 � $ W o C T $ C Uw W Yt = � LE � E o d o Z a NOTES: 1. REFER TO DETAIL SHEET C-6 FOR EROSION AND SEDIMENT W CONTROL DETAILS. 2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM Ck PROPOSED & EXISTING BUILDING AT ALL TIMES DURING CONSTRUCTION. Z 3. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENT Ea CONTROL NARRATIVE FOR CONSTRUCTION SEQUENCING NOTES. 4. THOUGH NOT DEPICTED HEREIN, LIMITS OF DISTURBANCE SHALL BE THE EXTENTS OF ALL GRADING OPERATIONS AND/OR THE Z PROPERTY BOUNDARY. Q a 19 STOfT-M STf�L/CTUf�E- SCh'EDUL E STFI' # TYPE TOP /NI/ERT #1 DI-3C (L=8) 739. 71 7JJ. 88 2 M/H- 1 752.00 747. JO Q Triad Engineering, Inc. CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 Phone 540 434-4135 ' Fox 540 434-5841 E-MAIL: off ice®triodengineering.net 0 W DWG FILE I Z O _Z 0 o� a19 W Z ., J W I 0 Z 0 O W O ..� LL Z L_ X L C-05. DWG DRAWN RDB/DDD CHECKED DDD Q.C. REVIEW DRAWING DATE 08-08-01 JOB NUMBER C D-068 PRINT DATE C=05 U C� GENERAL EROSION AND SEDIMENT CONTROL NOTES w ES-1: Unless otherwise indicated, all vegetative and structural erosion o and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia CHANNEL INSTALLATION A B CONSTRUCTION OF A SILT FENCE Erosion and Sediment Control Handbook and Virginia Regulations VR STONE CONSTRUCTION ENTRANCE C:\ENG\CHANNEL.DWG �, (WITH WIRE SUPPORT 625-02-00 Erosion and Sediment Control Regulations. �' 2' NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS A TRENCH UPSLOPE ALONG THE LINE ES-2: The plan approving authority must be notified one week prior t0 O,?/GNAL CRITICAL POINTS ALONG THE CHANNEL SURFACE. B. PROJECTED WATER LINE B C OF POSTS. j' CLASS / R/PRAP C. CHANNEL BOTTOM/ SIDE the pre -construction conference, one week prior to the commencement GROI/NO COARSE AGGREGATE" 70' MIN, EXISTING REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. SLOPE VERTICES of land disturbing activity, and one week prior to the final inspection. ELEI! PAVEMENT 1.O' � 1 5:1 ES-3: All erosion and sediment control measures are to be placed prior 2�- to or as the first step in clearing. / 1 / j o FILTER CI (OPTIOMOUNTNAL)BLE BERM I N 6' MIN. A C❑PTI❑NAL) � C , l � � �. � (. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. •:... __0 SIDE ELEVATION I III �� 11 I�►I �EXCA 11A )TV 2. ¢' OR/GNAL ` . r - F/L TER CLOTH GRGt'/ND EXISTING GROUND - `� � ES 5: Prior to commencing land disturbing activities In areas other thanELE!! indicated on these plans (including, but not limited to, off -site borrow or 70' NIIN. i;1 i� .• _ 4 waste areas), the contractor shall submit a supplementary erosion T �11 �� 3FLOW �/ - control plan to the owner for review and approval by the plan approving E 10' MIN, . • • • III III WASFRACK 6 �� ^� ^ L^ ,-� l - S 4- authority. .`. - CRO55 SECTZON OF OUTLET C❑PT.?NAL) • ` / (I ' • ' ° i 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFlLL AND COMPACT THE -6: The contractor is responsible for installation of an additional ES p y - VAT i 10' MIN. 7 FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. * r prevent i and sedimentation as erosion control measures necessary to even erosion = Y p LENGTH OF BAS/N BOTTOrt/ �O 12' MIN EXISTING :•' . I `. O i PAVEMENT •� Ian approving authority. BASIN BO TTO,eI4 2 b the ly107H OF determined Y P PP 9 Y 1 1 TORAGE 56' 1 P GDP" I.3rr Y S •� LENGTH OF TO RY TORAGE 5' 1 T P OF O S F O i o h i fences r sediment trapa all 1yI07N O 0 i is to dr ain t the silt enc s o ES 7: Site grading � 9 9 . i i ' itie an duringsite development unti l an disturbing activities d times during land tl e 9 P "T / AGE 1 0' MIN, ❑T #1 P❑. _TINE DRAIN G � VD / is achieved. SEDIMENT 7 final stabilization Ina COURSE AGGREGATE T❑ .,..�. . z -s B � P DEVICE CLASS / RIP RA TRFi, . iNG DE C a ES 8: During dewatering operations, water shall be pumped into sediment 9 * MUST EXTEND FULL WIDTH traps. € �L�- '\ OF INGRESS AND EGRESS PLAN VIEW 8 4_- �� OPERATION / - FLOW - ES-9: The contractor shall inspect all erosion control measures ��`-` %�- D/IRS/ON dail An necessa repairs or cleanup to maintain the effectiveness of �f D/KE 12' MIN. I„ I �,Q.LTH OF Y Y rY P P y � \�� - 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. the erosion control device shall be made b the close of the day.The � ��=��'� 4 �- I contractor shall be responsible for the ultimate removal Of all temporary --�\\ �_ 3' MIN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6' WIDE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. P P ry �.��"'� �, �- �\ - — — 3' MIN. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. UDENNIE D. DUNLAP HI9 pediment control devices. �_ 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. NO. 035809 FILTER CLOTH 4, PLACE BLANKETS STAGGERED STAPLESD4�PARTER NTTO(SHINGLE SECURE BLANKETS. A 6' OVERLAP. USE A DOUBLE ROW OF' FILTER FABRIC �0 AZ -7 I [� CONSTRUCTION NOTES l �� / SECTION A- A 5 TFULL RENCH.NGBACKDFGL ANDBLANKETS C MPACT ATHETOP TR O CH SLOPES MUST BE ANCHORED IN DEEP X 6' WIDE WIRE I SIGNAL 1. The contractor will be responsible for applying for and obtaining any - ICOARSE AGGREGATE / 6'-7� 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4' OVER THE CENTER BLANKET AND STAPLED —I - necessary disturbance permits which may be required by the County of � ( (2' FOR C350 MATTING). Frederick prior to the start Of clearing and grading activities. (111-7Z7Z_R CLOTH 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 m S, - EXCA!/A)E0 �� INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A Shenood k Tyant € AREA SECOND ROW 4' BELOW THE FIRST ROW IN A STAGGERED PATTERN. - cc 2. The contractor shall stabilize all disturbed areas within 7 days after 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6' WIDE TRENCH.i the area is brought to final grade. ~ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. $ c COARSE AGGREGATE SHALL BE BOOT I'3 I-T57 OR ,55 NORTH ._ g s ` AMERICAN 3. Stabilization shall be by permanent seeding and mulching as follows: T /� / T 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 t - . N �` • r s a. Scarify the top 1 to 2 of soil after final grades have been / ��/ OrJ / L/ L�T REINF❑RCED CONCRETE DRAIN SPACE USA 1-800-772-2040 CANADA 1-800-448-2040 GREEN �� `� �`d a o .SLED//liI t a d . d 6 W achieved. 8 f ° a ' 72 w c b. Add pulverized agricultural limestone at the rate of 2 tons per NOT TO SCALE SECTION B — B �_ � � SQ >,�.- acre. 0 0 0 0 0 0 o d o C. Small grain straw mulch shall be spread at the rate of 1.5 tons SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 per acre. d. 10-10-10 fertilizer shall be spread at the rate of 1,000 lbs. per e. Seed with one of the mixtures listed below: tre i ch width as general backfill req red ; » TEMPORARY SEEDING :::: (see note) "•;.:.:.:.:.•.....:......:.:..:..•...(see rwte) , . 6nide filled wit �econcrete j 4 SUBBASE general backfill :..........:::.::.::.6 P P 3 40 steelI d I d painted ye llow Ilow a Pa Y - I D.:; ::.:. D.:ts :2 : :c .' i T COMPACTED SUBGRADE SPECIES r 2' TIN AT PLANTING DATES: RAT E E ACRE IN LBS. PER CR concrete co c ete � 24' select 24" select . r • a , r 50 - 1 00 lbs. backfill backfill I 18" dia. t ` "16 SEPT. 1 - FEB. 15 / acre ; ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% a note) - ,.. see note) concrrte ~w CEREAL (WINTER) RYE (SECALE CEREALE) 50% ` ' 3, , encasament f .° 3' O.D. 6 O.D. 6�`,* TYPICAL CONCRETE PAVEMENT 1/2 O.D. concrete < , FEB. 16 - APR. 30 60 - 100lbs. ; acre thrust ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% L block BOLLARD DETAIL s s stone stone 5„ 8„ MAY 1 - AUG. 31 50l bs. / acre STANDARD CONCRETE ARCH direction of setting to be approved prior to installation GERMAN MILLET (SETARIA ITALICA) 100% SEE PLAN FOR 3" CL general backf�ll general backfiu PAVEMENT ELEVATION f 1 /2" RADIUS PERMANENT SEEDING (see note) (see note) = as required concrete pad 1'�• sq. x 6" deep 4 (TYPICAL) :.:..:.: ) TYPICAL 2' min. - 6 ' max. I i <'O 6 8" 8" 8' i fi_ R RESIDENTIAL) 200-250 lbs. acre � 2 5 M ARE LAWN (COMME RCIAL 0 RES DENTAL MI NIMUM C LA . , � ( ) / ax 4 FS d .L . f I C t G F- TALL FESCUE 90 100% KENTUCKY 31 OR TURF -TYPE TYPE IMPROVED PERENNIAL RYEGRASS 0-10% 24' select 24"select ,�, 4'stone CONCRETE 4 �. �- _�. KENTUCKY BLUEGRASS 0-10% �eknlae) saeeknote) I I screw 8 PAVEMENT x 4 a _ 2%4" KEY stone ' L ?� stone I stone to be minimum valve box HIGH -MAINTENANCE LAWN 125 lbs. / acre 6" s" j of6"above top of MINIMUM OF THREE 3 MAXIMUM OF FIVE 5 O.D. _• ( ) ( ) 1/2 O.D. r. Y °,ti( locator marker 4 „ „ stone # 4 C� 1 - 6 OC may. ,.. a ; °' 2 s-sa • �r• :off:<s�voe,! VARIETIES OF BLUEGRASS FROM APPROVED LIST �<a. �a�o��yl�a,`� FOR USE IN VIRGINIA a °.,`�° ° t �° alu s � o �.�°•a � ., r 1 e9 9 I ti a,'•aA•-,fig; �,•;�° '�.� �'y',a L � '`w � , :° ��, y o �• �c't GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre concrete concrete KENTUCKY 31 FESCUE 85% ' I PROVIDE FORMED JOINTS IN CURB RED TOP GRASS 3% �� =ems; 1`a sa 'ro•"�,�", a°< SEASONAL NURSE CROP** 12% CONCRETE CRADLE CONCRETE ENCASEMENT `,� ;;.I •°'�''<°°�°� `°..`'' lr° M t L. sae. o-a,a �.,.°,�°;� TO MATCH PAVEMENT JOINTING. aa; ;_1a,y y � � o.lv�'e � �• � ..�`' � • mechanical STOP REINFORCING® EXPANSION JOINT. p�� a� a1�nwa°�< .,��-P -°•-e y joint swivel tee 150 lbs. s . acre `.<° • s• °;•�;°n- ``:"a•`` t°tag°,.0 aka o...glfi..nzoe+ q<a.�: with fi° branch GENERAL SLOPE (STEEPER THAN 3:1) / �,� • „aaa .: -fl�°aa°,�teo �°' dr.ms .`� eat,°.•<°_. °•4qa° °'•`°°°•°° ° �- NON —CLIMBABLE CURB KENTUCKY 31 FESCUE 70% NOTE: To be compacted to 95% of ASTM D698 maximum density. � ,a{; � `� RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% TRENCH & BEDDING FIRE HYDRANT ASSEMBLY Figure 1 Figure 9 3/4" EXPANSION JOINT 1 /8" RADIUS TOOLED EXPANSION CAP ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. JOINT. SEAL AS SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. I SPECIFIED **** IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. -- 1 /2 PAVEMENT WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING DEPTH WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. 1 " DIA. SMOOTH DOWELS 1 "-6" LONG ® 1'-0" OC GREASE EXP END DOWEL BASKET SIL T FENCE DR OP INLE T DUST CONTROL MEASURES PROTECTION EXPANSION JOINT — CONSTRUCTTRENCHES TO PROVIDE NEENAH #R-4990—DX 2 X 4' WOOD FRAME LOWEST INVERT SHOWN DROP INLET HEAVY DUTY FRAME & GRATE. THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO WITH GRATE ON PLAN. GROUT FILL TYPE 'A' GRATE 1 " THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO MEET REM4INING /4 x2 ')AWED JOINT TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SEAL AS SPECIFIED SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) t.s' MAX. � FRAME INVERTS. � z 1'--0' TRENCH 2' _-- 1 /2 PAVEMENT ADHESIVE WATER NOZZLE APPLICATION �_-� (I,TORM) — — — — - DEPTH J O EMULSION DILUTION TYPE RATE (GAL. / AC.) 8 8 2— 3} Q �- \\ 3' MIN. ��-~7 #5 BAF'', 3'-0" LONG BRICK BATS OR BOLSTERS 7: 1 COARSE 1200 3/4' EXP JOIN ! JOINT C� LYE (TIED W ANIONIC ASPHALT �� 1 ' #5 @ � Q _ LATEX 12.5:1 FINE 235 GATHER 10 O.C. EXCESS SEAL AS SPECiI IED 1 RAD CONTRACTION JOINT p �� AT CORNERS GROUT FILL (TYP) RESIN -IN -IPA TER 4:1 FINE 300 �� , y II DRAIN, JR SMITH #2250C, Q i� f W/6' OUTLET AND DOMED PERSPECTIVE VIEWS 1/8 RADIUS TOOLED JOINT & ::: (5) #4 GRATE. PROVIDE ALL 1/4"xl" SEALANT RESERVOIR. LLI (3)#4 I FITTINGS AND TRANSITION SEAL AS SPECIFIED. STAKE REQUIRED PROVIDE HOOK BOLTS OR CONC PVMT ° I 5/8" DEFORMED BARS 1-1 /2"xl " KEY Z �9 I °° 3 WATERSTOP REFER 3'-0" Lc„":�G AT 1'-6" OC Q ul FABRIC ` THICKENED ° °° ':FND DWGS (TIED JOINT ONLY) Z V TEMPORARY DIVERSION DIKE — — EDGE SECT ION, I- °°° — — — , /2 PAVEMENT ,�I o °° 00." SEE PLAN FOR LOCATION — -*-4— - DEPTH 0 Q Z t' MIN. �I - o ° ° ° o I WALL TS IIIII �� 010 o°OO� o ° ° OF TIED JOIN O W A 111 ° o o ° FORMED JOINT - fie, COMPACTED t_° o o ° _ ° o o° o ° o ' O SUBGRADEjl ICI I °o V Compacted soil ELEVATION OF STAKE AND v �(5) #4 CONSTRUCTION JOINT FABRIC ORIENTATION DETAIL A COMPACTED GRANULAR DOWELS INTO y Z j1ltltj ii 18' min. i i i t j .—Flow BACKFILL #4 @ F-0' WALL Z t.t.t t_t t- Q _ SPECIFIC APPLICATION TO PROCESS SEWER Ill DWG FILE C-06. DWG THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE � PAVEMENT JOINTING DETAILS DRAWN DDD � TOW 4.5' min. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT ® � EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOTAlL _ _ O.C. REVIEW APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS DRAWING IN STREET OR HIGHWAY MEDIANS. DOUBLE, TRENCH DRAIN DATE 08-08-01 Triad Engineering, Inc. NUMBER JOE CD-068 SOURCE: K.C. Erosion and Sediment Control Planning and Desilim Nanuol 1988 PIATE 3.07-1 CONSULTING ENGINEERS PRINT 971 Acorn Drive Harrisonburg, Virginia 22802 DATE SOURCE: VA. DSWC PLATE 3.09-1 Foxne (540) 434-5841 !, E-MAIL: office®triodenginearing. net C=06 VICINITY MAP i " = 1000, Zoning Administrator e to.r Signature valid until. 5 years after approval date. ENGINEERING, r.triadeng. com -winc.com 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: off ice(g)triadengineering.net LLI Q 0 Z O N Isi c 6 U -c 1,TH of R v TODD D. WOOD x' No. 032091 �SIONAL Eli' mom LU w w w a w ®� w as W Gi t� z ® t'� v DWG FILE C-01.DWG DRAWN DDD CHECKED TDW Q.C. REVIEW DRAWING DATE 08-08-01 cos C NUMBER D-068 PRINT DATE GENERAL NOTES VDOT GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions 1. All work on this project shall conform to the latest editions of the or any inconsistencies or ambi pities in drawings shall be Immediately reported to the engineer in wriing, who shall promptlyy address such Virginia Department of Transportation (VDOT) Road and Bridge inconsistencies or ambiguities in writing. Work done by the contractor Specifications, and Standards, The Virginia Erosion and Sediment after his discovery of such discrepancies, inconsistencies or ambiguities, Control Regulations and any other state, federal or local regulations without clarification from the engineer of record, shall be done of the applicable. In the event of conflict between any of these standards, contractors risk. specifications or plans, the most stringent shall govern. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed 2. All construction shall comply with the latest U.S. Department of installation of utility systems and all other improvements shown or Labor Occupational Safety and Health Administration and VOSH implied as necessary. Unless otherwise noted specifications for all Rules and Regulations. work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, 3. When working VDOT right of , all traffic control, whether Virginia Department of Health, Count of Frederick, Frederick County 9 on g way, Sanitation Authorlty, and the contract documents. permanent or temporary, shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control 3. Contractor to verify the exact location of all existing utilities and floggers must be certified in accordance with VDOT's January, 1994 notify the Engineer of an conflicts with existingg and roposed (or latest edition of) Road and Bridge Specifications, Section 104.04-C. utilities. Damage to existin tilities shall be tFie Contractor s respgnsibilit Forty-eigght�12-7001. 8) hours prior to any excavation 4. Design features relating to construction or to regulation, control and calf Miss Utility 1-800-5 safety of traffic may be subject to change as deemed necessary by VDOT. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shah be 5. Prior to initiation of work, Contractor shall be responsible for acquiring field verified by the Contractor prior to beginning work. all necessary VDOT land use permits for any work on VDOT right of way. 5. Contractor shall obtain at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer 6. Any unusual subsurface conditions encountered during the course with ,the attendance of the contractor, various County agencies, utility of the work hall be brought to the attention of the Geotechnical companies and VDOT prior to initiation of work. Engineer %S Owner. 7. Access by emergency vehicles must be maintained at all times. Access 7. Contractor shall notify the local VDOT Residency Office when work is to fire hydrants must not be impeded at any time by parked cars, to begin or cease for any undetermined length of time. VDOT will also construction materials, soil stockpiles, etc. require 48 hours notice for any inspection. 8. Refer to architectural drawings for exact building dimensions. 8. The contractor will be responsible for maintaining adequate access to CONSTRUCTION NOTES 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 EARTHWORK NOTES: to other properties affected by this project shall be maintained through construction. 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete wAosulf the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or an other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory, material for use as fill for public streets include materials classified In ASTM D-2487 as GW, GP, GM, GC, SW, SP SM, SC ML and CL groups. The moisture content shall be controlled wAhin Eor minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT CH, MH, OL, OH, and any soil too wet to facilitate compaction. GH and MH soils may be used subL1ect to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum densit as determined by the standard proctor test as set out in ASTM Stondc r� D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certif i,;ation that the soil tested is representative of the materials to be used on th:c Project. Tests shall be conducted b a certified materials testing aboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted sub rode free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase followinq the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of wayy shall conform to the latest editions of the Virgginia Department of Hiq hways Road and Bridge Specifications and Standards and Virginia E & SC Regulationw.. a ABBREVIATIONS ARCH. ARCHITECT C/L OR CL CENTERLINE CL. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE H.P. HIGH POINT HORIZ. HORIZONTAL INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE 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 STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING GENERAL SITE PLAN NOTES: EXISTING 0 _+_ 2900 -- 2898 - -- 2876.3x 0 C� w a z O 1 Cr-%CNiF) Uci UJ PROPOSED o ROADS 9 E E 8 ROAD CENTERLINE m CURB 2L CURB TAPER • .. • SIDEWALKS ,tTH of HEAVY DUTY PAVEMENT �pti' Llp� r TODD D. WOOD CONCRETE PAVEMENT No. 032091 TONAL S BUILDINGS C fn �® FENCE VW DECIDUOUS TREE .o �r o 8W$ w CONIFEROUS TREE cc a E , * w I CONIFEROUS SHRUB LL PROPERTY LINE STORM SEWER zsoo INDEX CONTOUR zas,e INTERMEDIATE CONTOUR SPOT ELEVATION zasa. ss� 1. TAX MAP NO. 63 ((A)) PARCEL 86A. 2. MAGISTERIAL DISTRICT: BACK CREEK 3. ZONING: M-2 4. CONTRACT OWNER/DEVELOPER: H.P. HOOD, INC. 160 HOOD WAY WINCHESTER, VA 22602 PHONE: 540.868.7703 5. SITE AREA: 74.10 ACRES 6. BUILDING SETBACK LIMITS: FRONT=75' SIDE=25' REAR=25' 7. MAXIMUM FLOOR AREA RATIO (FAR): 1.0 FLOOR AREA (EXISTING) = 330,000 SQ. FT. TOTAL FLOOR AREA = 352,104 SQ. FT. (FAR = 0.109) 8. PARKING ANALYSIS: EX. OFFICE SPACE: 16,000 SQ. FT. @ 1 SP./250 SQ. FT. = 64 SPACES EX. MANUFACTURING USE: 90 EMPLOYEES @ 3 SP./4 EMPLOYEES = 68 SPACES EX. WAREHOUSE USE: 8 EMPLOYEES @ 1 SP./EMPLOYEE = 8 :)PACES TOTAL: 140 SPACES REQ'D (INCLUDING 5 H.C. SPACES) PROVIDED: 140 SPACES (INCLUDING 5 H.C. SPACES) NOTE: THERE ARE NO ADDITIONAL EMPLOYEES PROJECTED FOR THE WAREHOUSE ADDITION. 9. BUILDING HEIGHT(S): BOTTLE STORAGE ADDITION HEIGHT = 32'-10 1 /2" BUILDING ADDITION @ DOCKS (PLANT SE CORNER) = 44'-8" 10. BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED DY TRIAD ENGINEERING, INC., DATED 1 1 /6/97. 11. THE ORIGINAL SITE PLAN FOR THE NEW H.P. HOOD MILK FACILIT'i' ?Y HIXSON WAS APPROVED ON 10/19/99. 12. THERE ARE NO ADDITIONAL OUTDOOR TRASH RECEPTACLES REQUIRED FOR THIS BUILDING ADDITION. 13. THERE ARE NO OUTDOOR STORAGE OR RECREATIONAL AREAS PRCcGSED WITH THIS ADDITION. 14. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DIRECTED TO PREVEN i- GLARE ON ADJACENT PROPERTIES. 15. THERE ARE NO ADDITIONAL SIGNS PROPOSED FOR THIS PROJECT. 16. ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 306, USE GROUP F, (FACTORY) OF THE BOCA NATIONAL BUILDING CODE/1996 AND 507, UNLIMITED AREA BUILDINGS. OTHER COD. THAT APPLIES IS CABO Al 17.1 -92 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. 17. NOTE CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS FOR THIS TYPE STRUCTURE. LIMITS OF CLEARING AND/OR GRADING Triad Engineering, Inc. CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 Phone (540) 434-4135 Fax (540) 434-5841 E-MAIL: office®triadengineering.net 16' GRAVEL D/W & 20' R/W 322/359 OHE & NORTHERN VA POWER CO. R/W 192/489 �r / N/F j / I B.J. SAGER, INC. 63-A-87A 493/708 ZONED: M-2 USE: COMMERCIAL +� LOT 3 I I THE ESTATE OF LOT 2 0l NAOMI POOLE ADAMS + N57'38'40"W I 37.32' THE ESTATE OF 1 935/739 15.78' ( +' N/F N/F =, NAOMI POOLE ADAMS I o ( + / i FLEX-0-GLASS, INC. CARL F. FRYE i I 935/739 z y� N33'O8'27"E ( + r 7 63-A-87 63-A-82 't + 45.45' N46'21'58� 395/576 738/302 Ic-in , °26 1 30 .e IPF ZONED: M-2 ZONED: B-3 _ -+� N34'42 53 E I R •' , 2 _ 9.23 USE: COMMERCIAL U, �.64 S49'34'03"E USE: VACANT r I o 0 29.46' IPF } '� 56.43' ` N/F PF — I POTOMAC CO. NAIL FOUND I O :P-- `i�-� I I IN CONC. IPF 746/543 I 177.59' N43'S9' r / I USE. COMMERCIAL I I 41767 r (FENCE POST FUTURE 30' WATER \ i i EX. 20' WATERLINE ESMT. 75' BUILp I ( I AND SAN. SEW. ESMT. I , �i '� ❑ 923/1171 ING S�BACK z 00 I N�\\\ ' ' .__ _ ❑ �� it lil , T I \ 10 TEMP. I 10 CONSTRUCTION ESMT. rn , TEMP. L� II EX. 20' NAIL FOUND 923/1171 FUTURE 20' WATER DH FOUND - \\\ \ +, CONSTRUCTION ESMT. i WATERLINE ESMT. IN CONC. AND SAN. SEW. ESMT. IN ROCK -- ® — 923/1171 923/1171 \ PK 1AIL W N3442'58"F S34'4258 SFi 60' FUTURE RIGHT OF WAY EASEMENT. PRIOR z�I IRF S34'42'58"W \- ` IRF —�— -- \ _238`89■--- --� , TO ANY FUTURE SUBDIVISION OF PARCEL r t IT295> 82_ — — �' \ 63-A-86A, THE PROPOSED FUTURE 60' RIGHT �jj� —� \ OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE `i'j► I r� — ALIGNMENT SHALL BE CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK COUNTY FOR ACCEPTANCE INTO THE VIRGINIA EX. 20 SAN. DEPARTMENT OF TRANSPORTATION ROAD SYSTEM. SEW. ESMT. Iw N/F cn I ' FUTURE 75 BUILDING SETBACK \ \ \ \ 923/1171 I (o J.S. COOLEY I I I20' SAN. SEW. ESMT. --- — F jl�'C/O MARSHALL NATIONAL BANK (F.C.S.A.) � 63-A-85 I \\ I ZONED: B 3 = = I i Lf-faf-I iTTT'1 T rrr� furl iTr-t S� 10' TEMP. I I� USE: VACANT I) I I I I I I I I I I V I I I I I I I I I I I I I I U I I I I I I I( I \\ I �` \ \ \ ��i� CONSTRUCTION ESMT. I I I THIS PLAN SHEET FOR SITE ORIENTATION — ONL Y- PLANT NORTH \ ► \ \ oiti 923/1 171 I I I � IIIIIII IIIIII II11111 IIIIIII \ � ~\ �\ \ C I l I n' I I I I I I n' I��I \ O -y �� \ \ \S�B9 III I N/F C/L NORTHERN VA 1 I+f+l H'H t j �t �1.. \ \� I 1111�1� �I�Ii�IIIJJJI11i1ii000i111111 \ �' I THE HENKEL-HARRI.. CO. INC. POWER CO. R/W I I \ �� I I 63 A-1 10 II 231 90 �_� \ I 670 332 1< -- —" .- ` =— I. 1 + ZONED: M-2 I I� II I / 1 1 1 1 �„� QJ � I � I I i � � � � 1 � 1 1 1 1 1 \��! — � r f _ USE: INDUSTRIAL FUTURE BUILDING FUTURE 20' WATER I (I 'EX- 1\ t I I I I I 10' SHENANDOAH I ADDITION - -"�- - - - AND SAN. SEW. ESMT. EX. 20' WATER �E GAS CO. ESMT. / I \� AND SAN.W. ESMT. PROPOSED 11947/74 / 387/535 — I III I LOCKER \ I I III III I ROOM III ADDITION _ ` • '• \\� III I I , 65 S.F. - 7T%%7%a - -- • ' _ — \ I I I III I i PROPOSED :° \\\ / f#ENCE II ' PROPOSED 4 f IPosT I � ( ) BOTTLE STORAGE— =I1 I I I I SILO ADDITION ADDITION I .' w� H.P. HOOD 17,496 S.F. (f) I ,• �/� 74.10 AC. I I FUTURE r?ROPOSeu 63 A 86A \ I 41.PROPOSED BUILDING L,�• LO4blh� _ ZONED: M-2 I II I SECOND existing building :kR o JJ \ -� _ ADDITION '. C� a/ USE: INDUSTRIAL I TANK ❑ 330,000 sq. ft. o/ existingl N/F I I building height 52 PROPOSED topsoil �' \ J.S. COOLEYI I I I BUILDING � stockpile \ C/O MARSHALL NATIONAL BANK ADDITION 75-A-91 A - C — —� i I �/ 9 \ ZONED: B-3 I ..- .tip—�_ W� DOCKS USE: SINGLE FAMILY I i ' 4 rti ( � 9 3,40 S.F. (f +- - II •� �oEl- nnni FUTURE .• _ PROPOSED (2) IM111 17 WASTEWATER I I I I I I I III Ilr I I I I �T- I Im DOCK DOORS II II II III �Illlll • TREATMENT SAN. EX. 20 tj _ ` I I ILn PLANT SEW. ESMT. �C- - I I I I ( I I I ' ADDITIONS) 923/1171 \ Io FUT E FUTURE I , , , ,, - `�, PROPOSED ,� 10' SHENANDOAI-': \ RbPC'E UIL I G BUILDING I --_,.j / e GAS CO. ESMT. LA F.�RM I P TRAILER LOADING \ I I m DDII N ' I - - - - AREA W % IRF \9/820 I ADDITION I � - - - IN � ADDI1 N I I CONCRETE _ _ - - _ -_I_ I - - -1- -�� - -•- PAV NG - - - - - _-� CONCRETE PAVING ---- - - - -�-r - --------+-- - it --,�.------- PR POND--��----..�.-------•---.�.a----__�-�-�- � �- �---- � \ r �//I �LIIIIICNICR1119IIIIHIIHIIIHI _ - J.. � � I I--E--I° I -�--I- I a--l--I �l�--I- I -�-�- I--�-� I I I IL 2 N O H N C. R U SS ELL, J R SETBACK - / ,N 63-A-1 16 PART 75' BUILDING SETBACK �\ . _ s 75 BUILDING — _� •f/ / 521 /723 ) ZONED: M-2 USE: VACANT v 3'03'W 301 82 VDH MON S37'03'05"W 1098.84' VDH MON. f VDH MON. S34 2 FOUND i IRF .' RR SPIKE SET IN 30" CHERRY N52'57'11'W - 0.69' TO IRF — 100 0 100 200 300 i AjE 8A +k INTERS 1k FOUND FOUND Arc=3;)6.03' Delta= 00'45'32" Radius=23106.32' Tan=153.C2' Chord=S37'25'51 "W Dist=306.02' t�r-4-70.99—' — Delta=01' 10'01 " ` Radius=23126.32' Tan=235.50' Chord=S39'08'24"W Dist=470.98' Triad Engineering, Inc. CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 Phone (540) 434-4135 ' Fax 540 434-5841 E—MAIL: office®triadengineering.net U C3 LU Q Z 0 Cn OF L Gz LTODD D. WOOD a No. 032091 �SIONAL E�� Z Q a ® c, W Z � Z mi 4 W d 13 I LLI Q Z U) o Z W Q Jz m = Z W � � _ L O DWG FILE C-03. DWG DRAWN DDD CHECKED TDW Q.C. REVIEW DRAWING DATE 08-08-01 DOB NUMBER OD-068 PRINT DATE Scale 1" = 100' C=03 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 2. ALL CURB RADII ARE 5' UNLESS OTHERWISE SPECIFIED. 3. REFER TO ARCH. DRAWINGS FOR EXACT BUILDING DIMENSIONS. 4. SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 1 j 5. CONTRACTOR SHALL COORDINATE F/L CONNECTION INTO PROPOSED ! ! ! ! I PLANT ADDITION WITH THE ARCH./PLUMBING DWGS. NORTH 6. THOUGH NOT DEPICTED HEREIN, SCOPE OF WORK INVOLVES ALL i i I REQUIRED DEMOLITION. 7. ONLY THOSE ADDITIONS CLASSIFIED AS PROPOSED SHALL BE PART I 1 OF THE INITIAL PROJECT SCOPE. S. PROPOSED SITE LIGHTING FOR THIS PROJECT TO BE DETERMINED X BY MECH,/ARCH. PLANS. SITE LIGHTING TO BE SITUATED TO NOT SHINE ONTO ADJACENT PROPERTIES. cri 1`� \ 9. THE PROPOSED USE FOR ALL ADDITIONS FOR THIS PROJECT SHALL �'� � C 4--L BE CLASSIFIED AS WAREHOUSE. �� °= I i 1\�• �� x 1 0' TE�AP. �� `• t � \ \ C0N TRL.n 1 40 I i ! NAIi_ FOUND DH FOUND I \ IN IN CONC. ROCK \ \ ! i t ! EX. 20 ; � t x. WATERLINE ESMT. ; I ( FUTURE 20' WATER- ! 923/11 1 I I AND SAN_ SEW_ ESMT. ! 1 ` PK MAIL SET \ _ N34'42 58" S34'42'5 - -- ___ -- -- _ — `' `�- \ ^`� I u- I R F I ' S 34° 4 2' S8 W / . R F --- r-- ' - STM.SEW. - - FUTURE 75' BUILDING SETBACK ? I ; i 20' SAN. SEW. ESMT. I ? i 41-9.36' j.5 I , I W a ! I "fib r�7-7 T 1 I'- ' 1'T ! - 7-7- ;T ! T ! 7 7-7 7-7� t" `� l` A I ' x r ! ? I.T • !-- I( �+.�.- � i I I i I ! ' Tr_T�� ! I #� x ! � ! � ! ! i ! i i i i I i i i ! 1 ! 1 ! I ! ! 1 4 ! ! ! I i ! �� \� I _ ''�---- I r ``� 0�- ! ! I C/L NORTHERN VA W POWER �- .,CR . 1 ; I I n / � I ( I ( ! ( ! ? ? 1 ! ( ! ! f i I t ! ? 1 ! l ! , t ! I ! �' 231 /90 ! ? ! `-�+ � 1 I ! ! ! ! ! i I ! ! i i ! � ! ! ! ! f I i I ( ! i ! ! i I � ! ! �� . •` � �� L. -."ng side*a;k _ :-Y:S_!.,-C; S;QPw..,t 1-8"x>3"K8" TEt� - - - --- - - ` + - _ i -storm mfh STM.SEW. - - t tap=743,2:---1-22.5' BEN9_ end 30' rip Inv. in=736.96 �\ ``� _ ! Inv,=732.21--- - Inv. o=739wl ,a4 � � - ex! ng FUTURE r \ ' �- 8" DIP ( ! # ! ! I T roo drain CL 52 F/L II I ? ADDITION sm ! 10' SHENANDOAH 1 ! GAS CO.ESMT. % \ 28 SEE NOTE #5, ! ' end 24• r " \ �\ PROPOSED ! # I THIS SHEET I Inv.=734.4fl RC NON -CLIMBABLE CURB I / -, ! (! 947 74 / :.:.:>? s ; i ��1-90' BEND F.E.S. CL 111 ST ° ^ (SEE DETAIL SHEET C-6 / CA off a ............. 43':::::::.::::::::::::.:::::.::.::.:.:::::............ INV.=732.30 S El'►�E \ 10, F.E.S. R � ... ............. ! SOX ! I }Q PROPOSED BOTTLE 24 :i^c........ ::: i:::: INV,=746.90 :: ........................................... I I x % .!84 PROPOSED Y STORAGE ADDITION ::....:�:::;: ? Y ��s+.sc�+e: ��:::::::::::::;:::::;::::::. ::: STR STIR 1 Awn:':sa«ux:::•:::::'::':::::'::'::': 17,496 S.F. t ...::;?' ::. — 22.00 LF-15 RCP # LOCKER ROOM x ( ) ::;'::':'::':;::;'::::::':'::':::;':..:':.:.::::::.:: #2 a f ! ._ = ":�::'::':::'::•::':'::': :'::'::':::.:::::`�:: CL III ST HEIGHT 32 -10 1/2 M SEWER x / � k ? EX. 20' WATERLINE ESMT. \ 10' TEMP. 923/1171 jCONSTRUCTION ESMT, ` J 1 923/1171 -- -- -____ -- � r x 60' FUTURE RIGHT O!= WAY EASEMENT. PRIOR TO ANY FUTURE y J ` SUgDIVISION"`fF PARCEL 63-A-86A, THE PROPOSED FUTURE i \ 60' RIGHT OF Wks' EASEMENT OR AN APPROPRIATE ALTERNATIVE j I ° ALIGNMENT SHALL 'BE CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK COUN'1Y FOR ACCEPTANCE INTO THE VIRGINIA i I� \ -- �, EX. 20' WATER =�. AND SAN. SEW. ESMT. 387/535 I � , FUTURE 20' WATER AND SAN. SEW. ESMT. —x___, existin --_ Q electric fence 170 LF-18" RCP CL III STM. X SEWER ® 0.50% W/ PLUGGED END x-- J existing silt fence--- / (TO BE RELOCATED) x -``- ! ! ; ADDITION - ............ — I 4'x4' pad L......................................... USE: WAREHOUSE ::::'.:'::: >:> QD 2.ia03� . k .............................. ............................... .......................................... ! ? #.. 1,168 S.F. (t) _ _ -- — — -- ---- - --- — .. l- - - k @doorway - ..................................... rn HEIGHT = 16 ffe=752.6 g..S'.............._..................................... 4: eics:t!Fig .............r :ir:::i;i::' existing grovel 1 E - _- - -- -- - - '- } ' I � USE: STORAGE ...._. ....._._. .....' ...� .,...' • - • ...................................... . existing building line - ex tang bu!tding Line „ \ • •\ 12 BEGIN TAPER FROM 10 • . • ° . I I 4'x4 pad 4'x4 pad 4'x4 pad NON -CLIMBABLE I ! { I @doorway ldoorray @doorway 10.00 LF-15" RCP STD. 6CURB 4'URB FROMO i I PROPOSED 4 REFER TO ARCH./PLUMBING CL III STM. SEWER ®2.00� I _ FUTURE I O STORM STRUCTURE I U LOADING ! SEE PLUMBING DWGS ii - ' AREA ADDITION SILO ADDITION DRAWINGS FOR EXACT ( C h. W/ CONC. PAD LOCATION AND ELEVATION FOR CONTINUANCE) I { '+ ' • , ' • 37 SP. ® 1 1'x53' \ ! OF PROPOSED PRIMARY AND i s ' • ? ( ) (REFER TO STRUCTURAL I II ! DRAWINGS FOR PAD SIZE, SECONDARY ROOF DRAINS ►� I ! •. •• • • I + o' TYPE, AND THICKNESS) FROM BUILDING ! + 6 FUTURE \ ADDITION I 33 . ° •. • " •402' - I i PROPOSED ADDITIONAL , ` U�� • . ' I X �� + ! TANK W/ CONCRETE PAD I ! (� I - ! -� c`-=�--�__- existinbuilding � - -, 5. - ! ! (MATCH EXISTING PAD SIZE, 9 buildin 9 j • PRaP0SJ=D j TYPE, AND THICKNESS) ' 330,000 sq. ft. (+/-) I I ! - , , fiFjA1LER. LOADING building height = 52 (+/-) z ?; • - AREX W/-TYPICAL- MAINTAIN A MIN. , CONCRET'E .PAVIKG I j NOTE: WIDTH OF 20' !` (SSE• DETAIL .SHEET C 6) I j existing topsoil ! x FOR EX. GRAVEL i A A - I stockpile ! I ! I REFER TO BLOW-UP DETAIL FIRE ACCESS ROAD , ;! I ! i ON SHEET C-5 FOR I I ° : I. ` _ • • - I PROPOSED DOCK ADDITION. ! + ° LL PROPOSED BUILDING 1 ! 53' Q- I ADDITION W/ DOCKS 10 x75 PAINTED STALL j , • _ I x I v • t » .— ---j- -- - - - —_,. — 3,440 S.F. (f) (TYP. OF 6) I °• ! ! - HEIGHT = 44'-8" 80 - • . j ( USE. WAREHOUSE I , • 4 ) - i 43' I 1� I . • _.1°1El " TYP nv 74 ,4i3 aim en ra!n vI ! . - •v . • - PROPOSED I ! ! ° Aw:aT-�-' _� +• NON -CLIMBABLE ! CURB l c(SEE DETAIL SHEET C-6)ut=74&.01• ' . ° �gOP®SAD 74T• NON -CLIMBABLE UPROPOSED (2) 3 DOCK DOORS - EXACT LOCATION i �i� II ! ! ! ! ! ! ! ! ! ! ' iS • . !!sts g (s'�P DET9414 SI-f�ET C ,�� I / ! I I I I exliting! I I ! 0' P. I 1 ! t • - ! I ( pMc ! ! ! ! 3 i x s+�ing / I R� - ! I I 4 ` ( �PROPOSED CONDENSER , PER ARCH. PLANS) ! 1'`I`s I ! ! ! ! 1 ! - ? I ! - I ttopF74 .�6T ! ! ! I g� Eel ! I f . _ - _ _ J 10 x75 PAINTED STALL I �! ! ex ! !Inv. out, 74 .�5 ! ! I m -- ! PLATFORM (REFER TO i _ - ! I !? I ! I inv`I � ( (TYP. OF 2) I I # i 11 # 1! 1! 1;.�f•, I — STRUCTURAL DRAWINGS (}!! -_ • !— ` I �,�. 1c I I ! ! ! ! ! I I , ! I { ! I ��r: R50' } FOR EXACT DIMENSIONS N - ,r - - -- - sTM.sEw. ''� . V ' I I ! ! ! ! I ! R�0 I ! I'• ' + -z �, j AND LOCATION) I s I• I I i!! i I I ! I I ! `+ FUTURE FUTURE I ADDITION ADDITION 1in Storm (+/_) Storm/t+ ! ( n ! ° i v. ,n z�743,os ( 6" DIP inY. °" =743.aa CL 52 W L RELOCATED FIRE -- -- - - - I MAINTAIN 2�4' ACCESS DRIVE TO / HYDRANT ASSEMBLY _ - - ___. __ __ - _ PROPOSED\TRAIL'ER LOADING i ! • ' ? 1-9!Y BEND AREA AT \ TIMES I I ,w� m 4 ! 1- G.V. - - - -- - _ , ALL 268.65� W THRUST BLOCK (RESTRIPEX. P VEMENT ( ` I R35' R35' i J' ! (REMOVE ';REMAINDER _ - - _ ` - AREA AS NECESSARY) bv - , I OF EX. F L TO F.H.) Ito - PRaC. Ew, _ - _ - �. - -- -- - - - -- - • FROC.St�Pt. - -- - - - _ - __ - -- - -- PRCC.SEW, -- - - - - -- - - -- -- -- - P C.SEW. -�- - - OO - - - _ - PROC.SEW. - - - _ - _ �.FB4C SEAL -_r� - -O° ._ SAWSON. `i __ 3 \ i - } SAN. ss_:w - - - --- _- - __ - - __ O - ---- .- - sArsEw. S+w.S�rr. - _ SAN.SE?4. - - - -- -- - - _ -. _ _ - - . TYPICAL � - - - I N `425.27' _ ._. - ..._ _... - - :� �`- saw.ser,r. -- _ to _ - 425. --- CONCRETE I 24 \ = _� PAVING (� EE 4ETA1 L i / -- \ FROC.SEW. - - - - -- -- -- -, - PR C.SEW. -_PRJC ,Ew - - -''� - -_- .- -- ._ . ._ _ I � t I ! I i i-- -- 50 0 50 100 150 Scale 1" = 50' 75' BUILDINC SETBACK ti ( 75' BUILDING - SEiRACK _ ! Northern Red Oak ____ x x-- - �_-==-x-_--�_._----x=- - --=x----=�-x- x=----�_---�x'- ��-°--=---sc-----•s•--�,�.�.��a..__..�.x.��.�.-._ •---^�c=- - .-.._�-.�:s�r-__.��.X.�.�.�_��X=,.. S37'03'05"W 1098.84' VDH MtON. FOUND Q UANTITY I PLANT NAME (LA TIN) PLANT NAME (COMMON) SIZE SPA CI1VC REMARKS 4 T Quereus 7 ubrcz Northern. Red Oa.k 2.5" cal. Per 2olcLn B 8c B Double -shredded hardwood mulch 4 "-6" dee ***mulch each tree individually t3 Triad Engineering,Inc. :9 CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 no Phone (540) 434-4135 ' Fax (540) 434-5841 E-MAIL: office®triodengineering.net LTH op-1 TODD D. WOOD No. 032091 �`SIONAL OY p € _ 2 Q •L p '� C U _5 o � m�S.2zt U_ Eta z O -a z a oC W— z J W p Z 0 p W z p J = _ C� d z W L M — DWG FILE c-04.DWG DRAWN DDD CHECKED DDD Q.C. REVIEW DRAWING DATE 08-08-01 J0 NUMBER CD-068 PRINT DATE C=04 LEGEND N0. TITLE KEY SYMBOL TEMPORARY STONE 3.02 CONSTRUCTION ENTRANCE C L 3.05 SILT FENCE S F X- X X-X 3.07 STORM DRAIN INLET PROTECTION TEMPORARY 3.09 DIVERSION DIKE p p O TEMPORARY 3.13 SEDIMENT TRAP ST I I P L_A N T >r NORTH I `t, 9 2" , NAiL "QUN 1 i /:,` AND SAN. SEW. ESMT ! 11 \ i �� % _ "W mac•------ - 614.7 ^ -- - - -�� - -� - --- --- ': 1 S34'42'S8 r` I ! S34`42'58"VV _ T--f_- , - -- - j - -_ -- - z 29�.8L • ,, - sTM.s�v. - - f-- -- �,- 75' ESU,LD'NG 20' SAN. SEW. ESMT. ! (r .C.S.A.) ,. I � ! x i S7V \ ! N ? I i W 1 S _" ._ 'r n'iT '- , 7= i `r- 1 1 1 i 1 "..T_ i '_l.'_ , IIiI!IIiCf !Ilill!ii!i!ii i!Iii!iill 0 1 \ I � ! 1-7 ! 1 { i I i ! ? i\ •� 1 a- • ' Ili C/;` NORTHERN VA I UIF PQWER CO. R/V�f i I 23 1 /9'C I? ' Ln I NQ'; 'Q' Q'i L_7?� - �1 1-i�i .�=�_� w.,i�- I �_ - a® i®;�i�! �L ;�?�,ImI : Lm1 =L_ I - I I f t I ex's . r 7a n::� -- - e K sy-nr i cac �- - i - d 77 STM.5£N. - Ile 743.2YFUTURE ADDITION Inv. ou - 9,y9 k_roof dra�p 44 c�4� riCp ♦ - f ' (' \ - -- - - i I 10' SHENANDOAH ! -! -;GAS CO. CO. ESMT, % ` j ! ( F.E.S. \ ' m" 73' r 75PI 94 1/ 74 `-- ....... '`� �' ! INV.=746.9 g ':............. - F I 4 t _ :.. �; ::... - L existing 24' rcp - - -- - - - - i r � PROPOSED H exlstb+e \ �.� PR9PQSED -BOTTLE--- - - 11I - -- -- - - N LOCKER ROOM own spout -- - ., 1 STORAGE KnITt0N --- � - __ _._22.00_LF_=15 -RCP" - P3001 ADDITION �--' F. F. = ±752.67 CL III STM._71- -- ! F.F. = ±752.67 �d orrpay t __._ _- --- -- _ -- . ! -..�.. _ STIR #2- -- ® 2.00% - y_ _�I T 4 .... '{ SWA ` \ • " ,t doorway existing gravel --- -J -- ?--e-x3sting gravel y� existing gravel T existing bultding tine - - - ex tone bultding tine I ! i ! ! ► I I J/ I f I 4'x4 pad 4'x4° pad 4'xgad f I edcarway 8daorray Edacrway 10.00 LF-1 5" RCP Ill i CL III STM. SEWER 0 2.00% PROPOSED (4) REFER TO ARCH./PLUMBING SILO ADDITION DRAWINGS FOR EXACT (SEE PLUMBING DWGS in I in . W/ CONC. PAD LOCATION AND ELEVATION FOR CONTINUANCE) (REFER TO STRUCTURAL OF PROPOSED PRIMARY AND DRAWINGS FOR PAD SIZE, SECONDARY ROOF DRAINS TYPE, AND THICKNESS) FROM BUILDING , I; i ( j PROPOSED ADDITIONAL } j TANK W/ CONCRETE PAD >~ 1 I ; (MATCH EXISTING PAD SIZE, existing building TYPE, AND THICKNESS)((( 330,000 sq. ft. I( ll i building height = 52 L f.f.=752.67 I cc I i I 1 --I --1 - ---w-- -- -- -4-- - - - - �! _ -- ----- REFER TO BLOW-UP PROPOSED DETAIL THIS SHEET FOR PROPOSED DOCK BUILDING LOADING AREA @DDITION DOCKS F.F. = ±752.67 I I { ! L -� 1+ tr ench drain trench drain I in =74 .40 �v= A �X. 2u' WATERLiNEA ESMT. I PROPOSED 76 LF TRENCH DRAIN ® 1.00% TOP=748.17 (SEE DETAIL SHEET C-6) 8" CURB INV.=746.41 i II INV.=j7147.17 ° v '6" �R C.. W ° 1. a I f -34.41 LF-8" PVC p� SDR 21 STM. SEW. ® 5.007 I CONNECT TO It i 'EXISTING C/0 i ! DU C/ `- i i I ! �- PROVIDE 'SMOOTH i TRANSITION FROM DOCK RAMPS ITO EX. TPAILItR {, _ PARKING AREA 1 H.P.=� °DEMbLISH EX. CONC. H.P.t- 48.�7 48.87 CvURB AS, NECESSARY v V - , PROPOSED DOCK LOADING AREA DETAIL SCALE: 1 "=30' EX. 2C.' WATER AND SAN. SEW. ESMT ('-_ 1 _ 387/535 - r end 30' rcp \ \ \\ \ NORTH AMER ICAN GREEN 1R nr. 'P.-iMN` FI FXIRI F C:HA'NNFI I IN�R. FUTURE 20' WATER - AND SAN. SEW, ESMT. .,-OUTLET ' ----_-x__ a -Ming Yetec#ric fe race existing silt fence--- .X (TO BE RELOCATED) x ? PROPOSED i ,14-" - -- . -- ! t i i! ! f �(1 j� i 1 - _ _ _ NON -CLIMBABLE CURB A , • _ • . - ' • . - _- -___ 12' pvc I I�xs n� ' •+p I ' - SEE DETAIL HEET C-6 ... . ; • r I -t- ! Inv out=746. ( ) I T { !! PROPOSED (2) I 74 o I? -• ! ! I I ! !ii ' I I I • - U - DOCK DOORS (EXACT LOCATION•I '`I�_ --i _ '-i --- ; �! r.+ - - = - - - x+�tl r - • . - ^'`-�•_ i pt�c I I I f i {(,I1 Ii!!I �✓�=�,, t.- ---� �i ,` (i1 \\ _ - • - 4 - - - - - t (� i i j+I i'i�s I 1 ( el i I Iliii �a � ! H( .PI.=I ._.- , . ' �• '- .- _.I!;�', etxalptn7l-n4eIi,l r,487o464,t 64 i rPER ARCH. PLANS) i€ .65 IijII, 1iIjf -}i(I!i 747,F5 4®7g�.pI!I! a5PROPOSED CONDENSER sto i telIi1i �II - '�'•^ '� • � - + 'f J ex Inv, cut � rOR EXACT DIMENSIONS PLATFORM REFER TO F. F. f752.67 • Inv, in= !STRUCTURAL DRAWINGS z AND LOCATION) 48.87 H488-7 +- -T ___1UR °xI rADDITION r St� ri ADDITION ,\r/ .T lh_. __.. __-_ - - I I I o m top=74 .35 EEE _ .. Inv, ou=743,QQ - - --- - - - � Inv, In 2)=743.a5 � I; - -- -- __-- _-- -- -- i _ _.-- _ -- -- -- _ _-- -_ _ -- _/ v-- -= - - PROC. E1N.FRUG.Sf. --� - L_ - p • - o - ! • - _ NSA 3 ��---- -- -- - ` -- FRCC.SEw. -- - ROC.SEIY. O- KOC.SEW. - -=.FF34CSE+Y I O SAN.SEw. -- -- -- ---4. __ - CAN.SFbY. I ; - -- - _- - - -- - - -- O° - SAN.5FW. - - -OO- SAN.SE4Y. _ TYPICAL ,II a U a P Q I R o 8 _ CONCRETE I { { { Pi4VING+ (SEE QET%I L, I ; 1 1!! ;C76 I I i i i )� NOTES: y � -i1 -__ T _ i i__ __-i I G- _1_-_...I _4_ (-?+/J. 51 -a-- 1- ; _ l -1 ._I -08 j_____ 1. REFER TO DETAIL SHEET C-6 FOR EROSION AND SEDIMENT i I I { I 1 ! ( I ! I ! ; 1 f I i ! I CONTROL DETAILS. LU 2. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM -- - A ~ : - - - ~ .� ! f i ! I I i I ' { ! I i I I i i ! ? I i I ♦\ PROPOSED & EXISTING BUILDING AT ALL TIMES DURING CONSTRUCTION. 4•, 3. CONTRACTOR SHALL REFER TO THE EROSION AND SEDIMENT a CONTROL NARRATIVE -;R CONSTRUCTION EC�UENCING NOTES. ..- FOR S -- 4. THOUGH NOT DEPICTED HEREIN LIMITS OF DISTURBANCE SHALL j BE THE EXTENTS OF ALL GRADING OPERATIONS AND/OR THE Z !, f PROPERTY BOUNDARY. 75' P3UILDiNG SETBACK - ..- ! .�. ��.. _ _ _ . __ _ v . Q�r e v - x �- •-3e----- ,� -•wrf-�•---�-�f=� --�----_-„ �.--__� _�-,_.._.: .__�___-.�__.__� �._�:�.�_-�.:�.�� _-___._..-yam..._.__.__. _�_-_.___-6=�..__`�._:.�_ LTH v TODD D. WOOD 9 No. 032091 �`SIONAL 1* nDAUM ;,Dii MONCHECKED c:U L1 N G I F 0'U N z Q.C. REVIEW DRAWING 50 0 50 100 150 Scale 1" = 50' STORIV STRUCTU/?E SCh/EDUL E- STR TYPE TOP /M/ERT #1 DI-3C (L =8) 739.71 733 88 12 M/H-1 752.00 747.30 Q Triad Engineering, Inc. 04 CONSULTING ENGINEERS 971 Acorn Drive Harrisonburg, Virginia 22802 an Phone (540) 434-4135 ' Fax (540) 434-5841 E-MAIL: office®triodengineering.net DATE JOB NUMBER PRINT DATE a Q W a •, W Q Z U) O J W O J = C Z L M L 3i c-05. DWG DDD DDD C=05 U GENERAL EROSION AND SEDIMENT CONTROL NOTES ci LU ES-1: Unless otherwise indicated, all vegetative and structural erosion o and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia A CONSTRUCTION OF A SILT FENCE Erosion and Sediment Control Handbook and Virginia Regulations VR CHANNEL INSTALLATION B ate- (WITH WIRE SUPPORT) 625-02-00 Erosion and Sediment Control Regulations. /' 2' STONE CONS TR UC TION ENTRANCE C:\ENG\CHANNEL.DWG NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED CRITICAL POINTS 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. ES-2: The plan approving authority must be notified one week prior to IF NECESSARY TO ALLOW STAPLES TO SECURE THE A P PP 9 Y P CRITICAL POINTS ALONG THE CHANNEL SURFACE. TRENCH UPSLOPE ALONG THE LINE A. OVERLAPS AND SEAMS OR/GNAL J, CLASS / R/P/RAP B. PROJECTED WATER LINE B c OF POSTS. the pre -construction conference, one week prior t0 the commencement GROUNO xx REFER TO GENERAL STAPLE PATTERN GUIDE FOR C. CHANNEL BOTTOM/SIDE COARSE AGGREGATE 70' M?N, EXISTING SLOPE VERTICES of land disturbing activity, and one week prior to the final inspection. ELEV II A 3' PAVEMENT CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. z FILTER CL❑TH 6- i":!1%!. q (OPTIONAL) BERM ES-4: A copy of the approved erosion and sediment control plan shall J J 1, be maintained on the site at all times. r ::- SIDE ELE'�`ATION III �-� III KE.YCA VATEDOJ 2 ¢' f7L TER CLOTH OR/GNAL - - - - - - • - - - a GROUND EXISTING GROUND ~ . ' - - • �/ ES-5: Prior to commencing land disturbing activities in areas other than ELEV _ C- _ indicated on these plans (including, but not limited to, off -site borrow or 70' MIN. / • • . ` • � 4 waste areas), the contractor shall submit a supplementary erosion �� 3 / control Ian to the owner for review and approval b the Ian approving • • • �1 r �/ (s • • FLOW p PP Y P PP 9 - B 10' MIN, rr;; j) . • . 5 WASHRF CK - 6 / -^, a ^ / 4- authorit I - _ _ i - - - Y• Cf�OSS SECT/O/V OF OUTLET (❑PTil-�NAL) _ : I � _ '-` - .'-"-'•` ES-6: The contractor is responsible for installation of an additional / (� 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE P Y f _ . l0, MIN, FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. r necessary t prevent erasion and sedimentation as + J _ erosion controlme y p LENGTH OF BAS/N BOTTQ�!// = 40' 12' MINEXISTING- - - r v'n rit _ 3 determined b the Ian a o I autho PAVEMENT _- Y P P P 9 Y {ti10TH OF BAS/N BOTTOrtI 20 I = 1 1 A � 56' t. 1 T RY STG3GGc •. LENGTH OF OP GDP O - - -� RAG .j6 " TH OF T P F DRY STO E 14�0 O O rain t the silt fences or sediment tra at all is to d o e ES 7: SIB.. , radin_ 9P . I n during site v i disturbingactivities and du e development ment until I I n times during land 9 5 P .. DRAINAGE 0' MIN. P r IVE 1 I i achieved. V D❑T 1 ❑S fin tin s ach e al stabilize SEDIMENT iMENT - T SLli T 0 H COURS E AGGREGATE B -R P � CLASS TRF r 1rvG DEVICE ES-8: Duringdewaterin operations, water shall be pumped into sediment -- I IIII II - 9 P P P �� 91 * MUST EXTEND FULL WIDTH � �� traps. �-- �- OF INGRESS AND EGRESS e r 4 OPERATION PLAN VIEW ES-9: The contractor shall inspect all erosion control measures O/li£RS/ON FLOW I 12' MIN. . , i TH 0 daily. Any necessary repairs or cleanup to maintain the effectiveness of O/KE III cp► F the erosion control device shall be made by the close of the day. The Ir - 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. ��_ �� . �� `b 3' MIN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' DEEP X 6- WIDE TRENCH. �` contractor Shall be responsible for the ultimate removal of all temporary �� \��. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. sediment control devices. �w� �, - j 3' MIN. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. WATER FLOW ON BOTTOM OF CHANNEL. TODD D. WOOD 9 3. ROLL CENTER BLANKET IN DIRECTION OF No. 032091 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF' FILTER FABRIC C_ FILTER CLOTH STAGGERED STAPLES 4' APART TO SECURE BLANKETS. CONSTRUCTION NOTES SECTION A - A 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X WIDE - WIRE �SJONAL TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 1. The contractor Will be responsible for applying for and obtaining any ) JCOARSEAGGREGATE / �s 6'-gip`- 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4. OVER THE CENTER BLANKET AND STAPLED =l - necessary disturbance permits which may be required by the County of ( (2- FOR C350 MATTING). :,; :• 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.06-1 o - Frederick prior to the start of clearing and grading activities. /F/LTER CLOTH t EXCAVATED / ° • ' ! ��`. INTERVALS. USE A ROW OF STAPLES 4' APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A Sherrood 11at1 AREA , :. •.. ..,4..,;. SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 2. The contractor shall stabilize all disturbed areas within 7 days after • - �- 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6' DEEP X 6" WIDE TRENCH. the area is brought to final grade. S - °~ BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. g g COARSE AGGREGATE SHALL BE IVOT �'.3 , J57 OR ,1S R c�v NORTH 3. Stabilization Shall be by permanent seeding and mulching as fOIIOWS: ^ / Q Q / / 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711 AMER}CAN f 7- a. Scarify the top 1 " to 2" of soil after final grades have been /%�/ V T 17 I �/ OCJ TL �T REINFORCED CONCRETE DRAIN SPACE USA 1-800-772-2040 CANADA 1-800-448-2040 G R E N 8 ��cc achieved. . z� w w b. Add pulverized agricultural limestone at the rate of 2 tons per NOT TO SCALE SECTION B - B �_ -v acre. - _ 000 0000 _ 0a c. Small grain straw mulch shall be spread at the rate of 1.5 tons SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate 3.02-1 per acre. - 11= 11=1 I I I I=1 I 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: h tre i ch width as general backfill • w red I » TEMPORARY SEEDING general backfill see note % q I ( ) 6• dia. schedule 40 steel -1 4 SUBBASE (see note • pipe filled wit; concrete ' 3 a -1 �'' OW and mt_. �I! i 1 COMPACTED 6- 1' o I S U A 8" 8" 8" 8• '. I I z DATES: SPECIES PLANTING RATE IN LBS. PER ACRE nr co c etc � 24' select 24" seled � + • 1, , s t, s SEPT. 1 - FEB. 15 50 -1 00 lbs. acre backfill backf0l I 18' dia. j : V-6" note) see note) concrete �' } ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) 50% r encas;nxrt I.. CEREAL (WINTER) RYE (SECAEE CEREALE) 50% '' ''�17 TYPICAL CONCRETE PA VEMENT O.D. O.D. �. 1/2 O.D. concrete `�� ` FEB. 16 - APR. 30 60 - 100lbs. / acre thrust ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) 100% block BOLLARD DETAIL s" s" stone stone 5„ 8„ MAY 1 - AUG. 31 50l bs. / acre STANDARD CONCRETE ARCH direction of setting to be approved prior to installation GERMAN MILLET (SETARIA ITALICA) 100% SEE PLAN FOR 3" CL general backfill general backfill PAVEMENT ELEVATION 1 (2" RADIUS see note) as required concrete ad V-6' x 6' deep e9 P mil• PERMANENT SEEDING ( (see note) , --- 4„ TYPICAL 2' min. - m I ., ....; .:, .D.: :::i}::: 6' max. 6 i;O.D..... O ............ f , - 8" 8" V IAL OR RESID NTIA acre LA CO MMERC RESIDENTIAL) 200 250 lbs. a r� n MUM CARE LAWN � MINI 2 5 ":L•:•A515t :55S1 S\5'lJ.' / v :Ji vi:4ifii I KENTUCKY 31 OR TURF -TYPE TALL FESCUE 9 0 -100% .<�:;:.>:;;�:<?,:#::>:...........:::>:::;::::::»:>:>.;::::::>.;�:�:::>:::::�:;::<;: IMPROVED PERENNIAL RYEGRASS 0-10% 24"select 24'se►ect ,;� 4•stone/ {jf# CONCRETE KENTUCKY BLUEGRASS 0-10% backfill backfill I - screw type PAVEMENT �� see note) , see note) I adjustable 2 x4" KEY valve box HIGH -MAINTENANCE LAWN 125 lbs. acre stone Lsr � stone I stone to be minimum / 6" of 6" above top of O.D. ' < locator marker MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) 1/20.D. , :�. y o•a3z,�Jao,y44 o.,,.q,°a.18 ! I #4 2, #4 9 1 -6' OC VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN G a.sngab� �� egalugs L a;:• �^ GENERAL SLOPE (3:1 OR LESS) 150 lbs. / acre concrete concrete KENTUCKY 31 FESCUE 85%�: w _ . h PROVIDE FORMED JOINTS IN CURB `'g' °°'°' �° �" TO MATCH PAVEMENT JOINTING. RED TOP GRASS 3% CONCRETE CRADLE CONCRETE ENCASEMENT y 3 i •°•�°< o=�� ;�;;; "� . ; y °°.�9:. „.. , : ° SEASONAL NURSE CROP** 12% ,.�,oa-� mechanical STOP REINFORCING ® EXPANSION JOINT. • GENERAL SLOPE STEEPER THAN 3:1 150 lbs. acre 'ram °an °"n� joint swivel tee i • :�°� e ° �"'.�°g,•~'°�```o ."." wif#1 !3 hrsrlah %//""`:"•°'°ar'M°zd•'°°°•Oyyanap�"=° p; a^Qeo>a w•',°°:�°•O°;rp'.^ KENTUCKY 31 FESCUE 70% ° , a �a7s r°a•• NOTE: To be compacted to 95°� of ASTM D698 maximum density. ,l � RE D TOP GRASS 3%�•. NON -CLIMBABLE CURB � SEASONAL NURSE CROP** 13% • CROWNVETCH**** 14% TRENCH & BEDDING FIRE HYDRANT ASSEMBLY Figure 1 Figure 3/4" EXPANSION JOINT 1 /8 RADIUS TOOLED ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. JOINT. SEAL AS EXPANSION CAP SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. SPECIFIED **** IF FLATPEA IS USED, INCREASE TO 30 lbs. / acre. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. 1 /2 PAVEMENT WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING 4 DEPTH WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. 1" DIA. SMDOTH DOWELS 1"-6" LON3 ® 1'-0" OC GREASE: EXP END DOWEL BASKET SILT FENCE DROP INLET DUST CONTROL MEASURES PROTECTION EXPANSION JOINT CClNSTRUCT TtENCHES TO PROVIDE NEENAH #R-4990-DX 2 X 4' WOOD FRAME P INLET LOWEST INV[_i''i SHOWN THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO WITTH RATE ON PLAN. G�:JUT FILL HEAVY DUTY FRAME & GRATE. THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO MEET REMAINING TYPE 'A' GRATE SEAL " S :1 E I ,JOINT-_�� TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SEAL AS S'ECIFI�:D SHALL BE USED WHEN FOUND NECESSARY. • (CHOOSE 1 METHOD) � 1.5' MAX. FRAME INVERTS. � Z �- C `� 1•' - 0' TRENCH 2' _ _ _ f - 1 /2 PAVEMENT f� ADHESIVE IPA TER NOZZLE APPLICATION �-- ; URM) 8' 8, 2'-3� DEPTH i:f7l EMULSION DILUTION TYPE RATE (GAL. / AC.) \\ 3' MIN. �#5 BAR ' -O" LONG j BRICK Q AN IONIC ASPHALT 7:1 COARSE 1200 ��/ ( #S @ AT 2' 6" OC TIED CK BATS OR BOLSTERS 3/4' EXP .COIN JOINT ON _Y) Z LATEX 12.5:1 FINE 235 I GATHER , Q EXCESS SEAL AS SPECIF IED 1 RAD 10 O.C. CONTRACTION JOINT W AT CORNERS GROUT FILL (TYP) RESIN -IN -WATER 4: 1 FINE 300 U U �r �� DRAIN, JR SMITH #2250C, � Q i� I W/6' OUTLET AND DOMED PERSPECTIVE VIEWS (5) #4 1/8" RADIUS TOOLED JOINT & W W > := GRATE. PROVIDE ALL y (3)#4 I FITTINGS AND TRANSITION 1/4"x1" SEALANT RESERVOIR. Q Z SEAL AS SPECIFIED. STAKE REQUIRED PROVIDE H'.")OK BOLTS OR I I CONC PVMT o00 3 5/8", DEFORMED BARS 1-1 /2"xl " KEY Z WATERSTOP REFER 3'-0" LON AT 1 -6 OC Q W FABRIC THICKENED 00 '$' DWGS (TIED JOIN ONLY) EDGE SECTION--" 0O0 • . - -1/2 PAVEMENT Z TEMPORARY DIVERSION DIKE ICI 0 SEE PLAN FOR LOCATION - - - - DEPTH O Q Z U) V MIN, �1;- 0 0 00 0 FND WALL i II 1-1I o Q° �, 000 o OF TIED JO NTS I O W III COMPACTED 11r��o 0 0 000 0 a o00 0 0 0 0 � J °d ;�' I III -Ilk -III f= _ - � SUBGRADE II�II�If=III I � 00 FORMED JOINT ' O J Compacted Soil ) ELEVATION OF STAKE AND v <5) #4 CONSTRUCTION J I _ LL „ I ' ' t FABRIC ORIENTATION DETAIL A COMPACTED GRANULAR DOWELS INTO DINT Cn 18 min. i 1 1 1 1 1! 1 1 BACKFILL -- #4 @ 1'-0' WALL Z t t 1 t t t Flow 0 = a SPECIFIC APPLICATION T❑ PROCESS SEWER C� I DWG FILE C-06. DWG THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE DRAWN DDD f'- 4.5' min. -I INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER PAVEMENT JOINTING DETAILS I I - CHECKED TDW THAN 59.) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT D � �`° EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS Q.C. REVIEW IN STREET OR HIGHWAY MEDIANS. DOUBLE TRENCH DRAIN �� 08-08-01 7A DATE JOB SOURCE: N.C. o Sediment Co an U si Yon 1988 PLATE s.D7-� Triad Engineering,Inc. NUMBER ��-068 CONSULTING ENGINEERS PRINT F,�os1 n and Sedlm Control armtna a �n u 971 Acorn Drive Harrisonburg, Virginia 22802 DATE Phone �540 434-4135 SOURCE: VA. DSWC PLATE 3.09-1 E-MAIL: offic ®) 4,3 4-5841 eering.net C=06 1,.) nisi oI., (20) SPI A (57) BUX GRAVEL ST (16) HEM (16) CDR COR l� (16) HEM (16) COR (5) TIL CDR r (16) HEM PLANT SCHEDULE SYMBOL M. BOTANICAL NAME COMMON NAME SIZE REMARKS TREES GLE TRI 16 GLEDITSIA TRIACANTHOS VAR. INERMIS 'SKYLINE' SKYLINE HONEYLOCUST 2.5' CAL. PIC ABI 22 PICEA ABIES NORWAY SPRUCE 6' HT, PIC PUN 7 PICEA PUNGENS 'GLAUCA' BLUE COLORADO SPRUCE 5' HT. E U 15 QUERCUS RUBRA RED OAK 2.5" CAL. TIL COR 28 TILIA CORDATA 'GREENSPIRE' GREENSPIRE UTTLELEAF LINDEN 2.5" CAL, SHRUBS BUX VAR 2 BUXUS SEMPERVIRENS 'VARDAR VALLEY' VARDAR VALLEY BOXWOOD 24" SP. EUO ALA 125 EUONYMUS ALATUS WINGED EUONYMUS 4' HT. 5' O.C. TRIA. SPACING JUN CHI 83 JUNIPERUS CHINENSIS 'PFITZERIANA' PFITZER JUNIPER 4' HT- 5' O.C. JUN BLU 87 JUNIPERUS SQUAMATA 'BLUE STAR' BLUE STAR JUNIPER 15" 2 GAL. MIN. PIE MOU 2 PIERIS JAPONICA 'MOUNTAIN FIRE' MOUNTAIN FIRE PIERIS 36" HT. B&B SPI ANT 20 SPIRAEA X BUMALDA 'ANTHONY WATERER' ANTHONY WATERER SPIRAEA 24" HT. THU OCC 163 THUJA OCCIDENTALIS 'TECHNY' TECHNY AMERICAN ARBORVITAE 4' HT. 5' O.C. TRIA. SPACING VIB DIL 1 48 VIBURNUM DILATATUM LINDEN VIBURNUM 4' HT, 5' D.C. TRIA. SPACING VIB DIL 2 67 VIBURNUM DILATATUM LINDEN VIBURNUM 24" HT. 5' O.C. TRIA, SPACING PERENNIALS, GRASSES, GROUND COVERS, AND VINES COR ZAG 32 COREPOSIS VERTICILLATA 'ZAGREB' ZAGREB COREPOSIS FULL 1 GAL- LIR VAR 48 LIRIOPE 'VARIEGATA VARIEGATED URIOPE FULL 15" O.C. WITH HEM STE 70 HEMORACALLIS 'STELLA-D-ORO' STELLA-D-ORO DAYLILY FULL TRIANGULAR SPACING PIC ABI r I � I 2 41L COR (�: I�s �L- (3) TI O : I l� L CDR _._....._._.- BURLAP. REMOVE TOP 1/3 OF WIRE BASKET AND IT __ 2" SHREDDED MULCH AS SPECIFIED. DO /<i �� r -I I— ( NOT PLACE AGAINST TRUNK. I i a T (10) GLE TRI i I ( •� I �� , A �`� LOOSEN EXIST. SOIL TO 8" MIN. DEPTH AT A -,r'�'� DISTANCE OF 3X THE DIA. i OF THE ROOT B UTSDE TREE PAT L' SCARIFY SIDES OF TREE PIT AMMENDED BACKFILL MIX. 1 PART ORGANIC fsa> E�o7LA c' SEE (ENTRY ENLARGEMENT 1 THIS SHEET MATTER TO 3 PARTS TOPSOIL TO 3 PARTS - II'7 EXCAVATED MATERIAL, PLUS FERTILIZER AND � ' ;.., I� i�I- �.-t.�l,rl`I��i -�!!I� II"i lr-1 I ,i'= AMENDMENTS PER RECOMMENDATION OF 1 SOILS REPORT � GL�TRI UNDISTURBED SUBSOIL; DO NOT LOOSEN OR COMPACT. TREE PLANTING DPiAIL r 0NOT TO SCALE J. \�h`.... (� PIC ABI I I, y d REFER TO C2.1 FOR TOPSOIL MOUNDING IN THIS AREA. FIELD VERIFY RECENTLY I �)1---� CONSTRUCTED UTILITY I! ° II r - I ii LOCATIONS AND III I If '. Iti- I01 (-A It I I ADJUST PLANTINGS I,g 4 I �I'� I �E •,I it AS REQUIRED TO AVOID CONFLICTS "� ir` -� t� p° ,�._� o- /I� I�•�..._�I� Imo. _.:_ _----.. -- REMOVE TOP 1/3 OF BURLAP OR REMOVE FROM CONTAINER d 2" SHREDDED BARK MULCH II I 3" EARTH (TOPSOIL) SAUCER (711h) EDo LA) A PROPOSED BUILDING x� II�II ! � I � � FINISHED GRADE (3It GLE TRI 3" DEEP TRENCH x it .PIC`A.B1I Ii GRAVEL FIRE ROAD I � M s AMMENDED BACKFILL MIX ER DETAIL 1 THIS SHEET PCOMPACTED PLANT NG SOIL L 1 UNDISTURBED SUBGRADE DO NOT COMPACT 1 i i!I� _l ) 0 1 �� SHRUB PLANTING DETAIL b W 0 I GENERAL NOTES 1. INSTALL PLANTS IN LOCATIONS SHOWN ON THE PLAN, WHEN ROCK >a _ s,t€ 1n cc O Of Lu I- Z U Z w LLJ Z_ Lo Z Lu w u W =' U w � W la ii OUTCROPPINGS ARE ENCOUNTERED, SHIFTING OF LOCATIONS WILL BE ALLOWED AS It t FOLLOWS: — UP TO 8' IN ANY DIRECTION IN THE BUFFER PLANTING ALONG THE WEST Q "I PROPERTY LINE. J — UP TO 4' PARALLEL TO THE ROAD FOR TREES ADJACENT TO PAVED AREAS. Z 2. FOR ALL DISRUPTED AREAS, PROVIDE AND INSTALL TOPSOIL AND PERMANENT Q ' GRASS SEED TO MATCH THE SEEDING REQUIREMENTS ON DRAWING CO.2. u_ 3. FOR SHRUB AND TREE PLANTING, SEE DETAILS 2 & 3 THIS SHEET. �[ i J 4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. Q CC uj aOYoi� .c. �i 1� �' ��a' z 0 W uj Z i= = U z 3 T,.._ Oc. << cL LLJ EXISTING BERM o-�v. 's` iIL I = Z 3 - DATABASE DATABASE Bsuo DRAWN KBO PLANTING PLAN OHEC,11D TRW o.CRLYEW Scale: 1" = 50' DRAWN` DAIE061899 --- — 8 0' 25' 50' 100' Maee WX20 ...__-..PRINT YrAAN UAW t ASSOCIATES, W_ DATE ' Wl'lvlS MIa1,� PI.Y.Y� r-------------------------- - - - - - - - - - - - - GENERAL NOTES I 8.00 5.00' 8.00 I 1. DIMENSIONAL LAYOUT AS SHOWN IS FROM EDGE OF PAVEMENT, FACE OF I 5.00' 20.00' 9.00'9.00'9,00'9.00' PREC AST CONCRETE CURB, FOUNDATION WALL OR OTHER FIXED POINT. ¢ PARKING BLOCK (TYP) a I 60.00' FUTURE RIGHT OF WAY EASEMENT. PRIOR TO 2. V.D.O.T., WHERE NOTED REFERS TO THE COMMONWEALTH OF VIRGINIA, DRIVE CONNECTION PER i r ~ I ANY FUTURE SUBDIVISION OF PARCEL 63-A-86A, THE DEPARTMENT OF TRANSPORTATION, ROAD AND BRIDGE SPECIFICATIONS, V.D.O,T. REQUIREMENTS INDUSTRIAL ACCES ROAD REFER I o � I WALK FLUSH WITH I PROPOSED FUTURE 60.00' RIGHT OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE LATEST EDITION. 25.00' (REFER TO DRAWING TO PLANS PREPARED BY V.D.O.T. I ni L1 L L C C PAVEMENT (TYPICAL)I CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK 3. REFER TO DRAWING C4.5 FOR CONCRETE PAVEMENT JOINTING. BUILDING 4/C4.6) COORDINATE SITE WORK WITH ROAD CONSTRUCTION BY OTHERS I I o �� o 0 o I I COUNTY FOR ACCEPTANCE INTO THE VIRGINIA DEPARTMENT ISETBACK 1 I OF TRANSPORTATION ROAD SYSTEM 4. MINIMUM RADIUS ON' CURVES, ISLANDS IS 5.00' UNLESS OTHERWISE NOTED I I OR CONTROLLED BY DIMENSIONAL LAYOUT. z i HANDICAPPED PARKING II ao t ru I� I PROVIDE MARKING AND SIGNAGE I I \ I� I 10.00' SI�NAGE SETBACK. I I CENTER ISLAND IN 45.00' DRIVE L--------------------- PER LOCAL REQUIREMENTS ____________________ J •, _ !1 E I 45.00' N34°42'S8 E--+- ---7�- w - I t'1 5 DRIVE _ -- -- -- w -- - w - - - - - -- - _._. -- - - - - - - - - - - - -1� C,v a, m _ _ _ _ - - - �•� _ _ _ _ _ _ FUTURE 75.00' \ \ z z z BUILDING SETBACK \ & & & 4_1- - - - - - 25°14 27 5 GUARDHOUSE r AND ISLAND \ \ ` \ KEYNOTES ; x I I I P.I. -� REFER TO 'A' _ _. _. _._.�._ a a a a a 42 1-1DRAWINGS 1 I I e - - • - • - . - • - . - • _ \ \ 1 FOUNDATION CORNER. > U U U U O P,I. R=100.00' \' \\ 2 EDGE OF PAVEMENT. ti m v rl o -- 378.00' 266.02'16 \ \ E I m 10 108.00, 9.0" 9.00' 108,00' 3 INSIDE FACE ❑F CURB. (TYP AT 2 n \ 25.00' I BUILDING R=1500' 8 29 LOCATIONS) 8 N - \ \ \ \ 4 FUTURE EXPANSION. DEPRESS CURB I I I SETBACK Gu TO 3' HEIGHT \ \ 9 36'S8' J O �] 5 3.00' EARTH BERM. 1:11AT FIRE ROAD 8 9.00 9.II(1' 9.04' 2S.IIII' 6 27.00' DRIVE, TYPICAL EACH END. 72,00' 63.00' DRIVE P.I. ' PARKING AISLE 7 NON -CLIMBABLE CONCRETE CURB. PER 7/C4.1. I i I R=5.00' o 6{�� AND FIRE ROAD ° i 2 0 8 VERTICAL CURB PER B/C41 n s 30,00' 31.00 2p;pp' a C 20.00' GRAVEL ; e9F,bvc I I i o 27.00' FIRE ROAD R=100.00' � RIV 135.OII' 34•0�' S40' 3$TYP 9 INTEGRAL CURB PER 5/C4.1. I o m 8 20.D0 DRIVE 8 I 10 STOP CURB AT SHOULDER TYP EACH SIDE, I 11 11 CENTERLINE RADIUS = 50.00', i �g P.I.-R=30.00, a a a 5•'29 26 �/�- 12 R 100.00'.cn 17 WALK 00' 19 _/17 z 13 BEGIN INTEGRAL CURB. tl 26 10.00, 25 o 'i t 28.00' WALK 1 11 44°56'40' 14 END INTEGRAL CURB. n 1 0 34 79,24' 213.36' o P.I. 1 I 15 BEGIN NON -CLIMBABLE CURB. cr 4 o g w 1 I R=30.00! 25 PATI❑ 60.00' o M P.I. P.I. 16 END NON -CLIMBABLE CURB. z o 30.00'w o a us I V 17 WALK FLUSH WITH PAVEMENT REFER T❑ DRAWING C2.1. s 11 - � _ I , ca.iOf I ! 27 " 1 = 18 5.00' RADIUS TYPICAL EACH END OF ISLAND. w z P,I. I; ; 27 11 19 60.00' RADIUS TYPICAL EACH END OF ISLAND. z wo E R=100,00' w 20 10.00' WALK. ui ' c O of o_ u� 21 _ 83.00 132.00' 1 ^ �i 21 10,00' x 5' THICK PLAIN CONCRETE WALK ON 4' SUBBASE. �r�o P q I / w PROVIDE TOOLED JOINTS AT 5'-0' O.C. EACH WAY. w �� °m W I I 27 o 22 6' HIGH INTEGRAL CURB ON WALK SIMILAR TO 5/C4.1. _ >N I I ter\ it (PAVEMENT AND RECEIVING ROOM SIDE ONLY). =Q bN 3 o I{/ 1 2 ca.l i 23 R - o 0 55,00'. 36.00, 94.00'x 0.00'x 1 PROPOSED BUILDING I 24 CONCRETE ISLAND PER 13/C4.3. II 20.00 43 13 O 1 25 REFER TO 'A' SERIES DRAWINGS FOR WALK JOINTING AND I I I 36 27 RELATED C)I X 26 STAIRS, REFER TO 'A' DRAWINGS. j 25.00' 0 41 0 BUILDING 19 5.00' 1 1 1 27 CONCRETE PAD AT DOOR REFER TO 'A' DRAWINGS. E SETBACK m 18 0 / " 1 309.00' DRAINS, PIPE I I 0 20 r 79,00' 350.50' 97.50'w 4.00'0 28 CONDENSER PLATFORM AND CONCRETE PAD, REFER T❑ 'S' DRAWINGS. GUARDS AND FUEL TANK REFER TO I I I DRAWINGS C2.5 C3.1, AND I I II � II , II FOUNDATION CORNER II I I II II I II£I I ii °0,0, 5 PROPERTY CORNER v. J 91 IrAk' 14 - 35 32 R=30.0( P.I� (L m ui 31 `r P.I: 5.0 ' P.I. 31 EDGE OF PAVEMENT 32 FOUNDATION CORNER 12.00' DRIVE CENTERED ON DOOR REFER 'A' DRAWINGS R=15.00 x 6 26 v 4 R To30.00'DRIVE 103111 EDGE OF PAVEMENT PAINTED LINE (TYPICAL) ( 7 5 5.00' 4 209.00' <19 11,00' SPACES) J � �15 7 r5 - R=50.00'--,' 7 Io 3 O EQUAL SPACES I I STRIPE AT 14 EQUAL SPA 409.00'�) 5.00' VERIFY ISLAND LOCATION WITH FIRE MAIN, 75.00' BUILDING C PIV LOCATION, DWG SETBACK - C3.1 --- -- -- -- -- - -- -- -- --- f- 1098,84' S37 03 OS W SITE DEVELOPMENT PLAN © 1"- 50.00' s � 16)111jII1l3 10.00' 2 N R5_Oi PAINTED LINE u =1 (TYPICAL) b d 5 o N O 0 o - C 20,00' GRAVEL FIRE ROAD 4 20.00' a DRIVE i N c riSIL 7 •�••' J�-ill �o oN s.00' is N U et a 00, 34.00' _ . _ . _ . _ . . _ . _ . _ . - 5 PAINTED LINE 16 7 (TYPICAL) n µ,, L=3o6.03' R=23106.32 APPROVED BY ZONING ADMINISTRATOR i DATE: f SITE PLAN SHALL BE VALID FOR 5 YEARS FROM DATE OF APPROVAL 29 PROVIDE CURB CONTINUOUS ACROSS BACK OF PARKING. STOP CURBED ISLAND 2,00' SHORT AND PROVIDE 6' PLAIN CONCRETE, 2'-0' WIDE FOR DRAINAGE. REFER TO DRAWING C21 • 30 ASPHALT PAVEMENT SIMILAR TO 1/C4.1. PROVIDE 7' BITUMINOUS BASE COURSE. 31 GUARDRAIL PER 14/C4.3. SET FACE AT V-6' IN FROM EDGE OF PAVEMENT. COORDINATE INSTALLATION WITH UTILITY WORK INDICATED ON DRAWING C3.1. 32 GUARDRAIL END TERMINAL PER 14/C4.3, 33 CURB/WALL AND EMBEDDED METAL FOR COMPACTOR INSTALLATION. REFER TO 5/C4.4. 34 4'-0' PERIMETER AGGREGATE THIS AREA SIMILAR TO ll/C4.1. 35 GRAVEL AREA SIMILAR TO ll/C4.1, INCLUDING BENEATH CONDENSER PLATFORM. 36 PRIOR TO ISLAND INSTALLATION VERIFY TANK FOUNDATION CONSTRUCTION. 37 DEPRESS CURB TO V HIGH AT 10.00' WALK. REFER TO DRAWING C2.1. 38 PRECAST PARKING BLOCK PER 3/C4.6 PIN TO ASPHALT WITH PARKING FACE AT 2.00' FROM EDGE OF 8,00' WALK. F- J 39 TAPER CURB TO FLUSH WITH BACK OF WALK. Z 40 MONUMENT SIGN, REFER TO DRAWING COA. FIELD VERIFY LOCATION ot TO CLEAR WATER EASEMENT AND 10.00' SIGNAGE SETBACK. d cc LL 41 NITROGEN TANK AND PAD. (REFER TO 'S' DRAWINGS FOR PAD) ' PROVIDE 6'-0' HIGH CHAINLINK FENCE W/ 6'-0' SINGLE LEAF Z Y GATE AS DIRECTED BY OWNER. (REFER TO DRAWING C1.2 FOR W J FENCING REQUIREMENTS). :E W 42 END OF ISLAND, REFER TO 'A' DRAWINGS. 43 ESTABLISH FACE ❑F CURB AT 1-6" EAST OF RECEIVING DOOR. 'A' O N W VERIFY DOOR LOCATION WITH DRAWINGS. W W W Z ~ IL 4 Iz3 DRAWN CADD CHECKED SAJ 0. C, REVIEW SAJ DRAWING 041999 DATE *BUILDING DIMENSIONS NOTED WITH AN ASTERISK ARE FOP. GRADING LAYOUT & GENERAL INFORMATION NUNBFOR 5631.20 ONLY, REFER TO LATER ISSUE 'A' AND 'S' SERIES PRINT DRAWINGS FOR COMPLE-E BUILDING DIMENSIONING DArk - - C1.1 GRADING AND DRAINAGE NOTES PRIOR TO ACCESS ROAD CONSTRUCTION 1. MAINTAIN DRAINAGE THROUGH AND ACROSS SITE AT ALL TIMES DURING GRADE TO MEET EXISTING IN THIS CONSTRUCTION. AREA 2. REFER TO DRAWING C4.2 FOR STORMWATER DETENTION LAYOUT AND DETAILS, " INDUSTRIAL ACCES ROAD REFER 3, REFER TO DRAWING C0.2 FOR EROSILIN AND SEDIMENTATION CONTROL, TO PLANS PREPARED BY V.D.O.T. STORMWATER DETENTION BASIN 'A' COORDINATE SITE WORK WITH 4. ELEVATIONS INDICATED ON THIS PLAN REPRESENT FINISH GRADE. ROAD CONSTRUCTION BY OTHERS ELEVATION 0 ION O 7 25 YEAR STORAGE (REFER TO DRAWING 4/C4.6) ELEVATION OF 732.50, REFER TO DURING ROUGH GRADING GRADE IMPROVED AREAS TO VARIOUS BUILDING DRAWING C4.2 AND PAVEMENT SUBGRADE ELEVATIONS AS INDICATED ON C4.3 SERIES pp,.. DRAWINGS. GRADE ALL NON -IMPROVED AREAS TO ALLOW FOR LATER z I Y PLACEMENT OF 6' OF TOPSOIL. N ru IN I 33 v EDGE OF 1 - - - - PAVEMENT 74. HEADWALL 735 7_ £ 33 IE 737.00 735.5 34'42 58'E-� _ - - - _ 33 13.00' , i 74 = -- N _--__--_- -_ - - _ - - - _ - - - - _ - - - - - - 5:5- 40,00' �� 734 733735- } 735.5 jr r` \ \ FNOTE, REFER TO OR APPROXIMATE LOCAT DRAWING NS 1 742 75 73 �I \ \ AND DEPTHS OF ROCK & SHALE (`') I I F_745.0 cn �y a� 741 738 73 32 2 735 �� 735.5 " - ^ 7 �3 II , _. x 46 735 KEYNOTES i £ HEADWALL 7 r 738 3:1 7 28 4 ^�O 728 I(1 RIPORAL19I1CK SIh1IUTFA L I 1 HEADWALL, PER 6/C4.3 IE 18' AND 15' = 738.00, 25,00' WEST OF EDGE/ 'IE 738.03 30 25 26 PAVEMENT. I I 1 744 cu^ 72� TO 8/C4.3 2 OUTLET E D PER 6/C4.3 IE 727.00 A 3:1 ',� + �,,. � - ---- \ i � 2 \ ;�1HEADWALL, W LL, .. 7 -- q n ' f , 745 n � 4 0 ,. _ 00 2�r � 3 RELEASE HEADWALL, PER 5/C42 IE 72725 74 ��. 94. 0' ,. , 5 3+1 744. 74 �'� >3 3� 3 �> v 4 HEADWALL, PER 6/C4.3 IE 732,00, �� 742 31 73 ,5 728 �� g ..- =5 STORM MANHOLE PER 13/C4,1. TOP ELEVATION LCD� 744.00 IEN15'NIN & 18' l' " OUT = 739.30 PROVIDE GRATED LID & 6'-0' , 15' EXTENSION TO EAST, II4.s d000.< _ � _ - - � -_- �'i " � .. �' � �_ a 8000 ° ° � (PLUG FOR FUTURE CONNECTION). �RITCH 1 > 7 _ 22 IE'"g4b0 v6 Z 4 ti. 740 32 6 10.00' EARTH BERM. :.30748 0 r. 4 4 \ 74 744.6 ~ `E+ERGENCY I 7 3.00' EARTH BERM (SHOULDER) REFER TO DRAWING CIA. ... 74`4 ' 747 39 47 4 7,33 'ob ❑VERFLOW L, I I 1� .. 735 735.5 -.___. o � � � _- 739 ��- 8 RELEASE HEADWALL,PER 4/C4,2 IE 737.00, N ` 46.50' ~ ' 4 74 Z50 44 -. -. __dab oh >� 7 73& -_ ? \ 9 OUTLET HEADWALL, PER 6/C4.3 IE 736.50 `�7 737 -- 73860 756. 738 5 10 NON -DESIGNATED WETLANDS, IDENTIFIED BY FIELD INVESTIGATION, DITCH 749 N 52 TO REMAIN UNDISTURBED. REFER TO DRAWING # C0.2. 22 7 _ 71E 751.0 e 7 •.. HEADW�L 2. \` _ _._ `. I I } 75 PER 6/C4.3 o HEADWALL 11 HEADWALL PER 6/C4,3, IE 30' 73750 r "ti I` o I I 752 "`. �7 :5�0 7 7 7 a ` ` _._ - -- _ I 7 o � PER 6/_C'4:3--- _ £ 3 12 - I - 320 o I I 0 ,i �,, `` - �..,, � ` 742 7 s0o' TYP,• IE ,Z .50 ~�� ...'� STORM 738 004, IES30 L IN T0� 8. 4, IET04' ELEVATION 810, IE 4 15' =1 74100. 40 738 `" 73 46 _ w s 744 PROVIDE GRATED LID AND 6 -0 BARREL. 7 �'� -'1 - 748 74 36 00' 13 = ,• 754 37 = - 30 EXTENSION TO AND 77~' 49 ST (PLUG FOR FUTURE CON ECTION) SOUTHWEST. < LU 0N OUT 739.49. PROVIDE GRATED LID AND 6' 0' ?,• w n ''' 1, 7 752 52.2 `3 n f 37 A o 10:00' R 17/C41 TOP ELEVATION = 744 IE 18 IN A 756' ¢ - ` w 37 37 740 \ 14 DRAINAGE STRUCTURE PER 50, 1 I 3:1 - ev AND 24' OUT = 739.00. I I� s� �� N ID CD- - _ N \ 742/ ` �741\\ V 15 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 744.50, IE 12' IN AND 18' OUT = 739.40 I I 5400, 755 r) I 7 7 a 1 6 STRUCTURE PER 17/C4.1 TOP ELEVATION = 744,7 , IE 12 OUT ZQ 40 �� ` 744 �, 742 c 1 DRAINAGE Ca.3 5 , 759. � � E rr , n REFER TO-I/C4.3 FOR 752 -I 17 STORM MANHOLE PER 13/C4.1. TOP ELEVATION = 748.50 IE (2) 12' IN 22 1- DITCH: I :� FIAYI56.00L7R ROCK OVER EX6 VATIC?N 3 15 OUT = 742.60 PROVIDE SOLID LID. - 4 I 12 IN & OUT 43 i' �' INSIDE BUILDING ' REA W AND ' IE 754.0 z_ u� �o / lO.QU' o I I'. ^ j 7 40 - - '' >> 8 P ELEVATION - 748.55. E 46 1 STORM MANHOLE PER 13/C4,1. TO 7 o - J 37 / y_ m = 743.20. PROVIDE SOLID LID. 7 I 45 �� -` - 9 E PER 17/C4.1. TOP ELEVATION = 748.00, IE 12 IN _._ AND OUT = 744.85 � 1 DRAINAGE STRUCTURE ' I 755 m50.00' -- 744 u� v U AREA DRAIN PROPOSED BUILDING' < 20 DRAINAGE STRUCTURE PER 17/C4.1. TOP ELEVATION = 748.00, IE 12' OUT I I 7 9.0 746,05 8.00 754, ` a TOP EL = 751.50 �.FIWS�H FL '�OR ELEVAT �N = 752,67 3a REFER TO DWG r. --- ..., i a f- C3.1 747 745 21 7.00' BERM BEHIND CURB. GRADE BEHIND CURB TO MATCH PAVEMENT a ELEVATION. DITCH 22IE 752.0 753 - 7 22 2.00' DITCH. 37 ', -- _ - FACE OF CURB 23 4.00 DITCH. C m ¢ 746 24 18 AT 2 65 00 LONG -- 41 I I 7 6.0 � 74 � a 35 � q2 75 .6 37 ,' r _ 44Y00 120.00' 7DITCH7 �Ilk . ; � 747. r 74 7 -' - ,0%, 12 @ .- 23 0 2 a ¢ 39 748 25 15' AT 1.507. 20 ` IE 751.0 I I 35.50' 38 0 �15 ca.3 _j _ - 0% '` 39 v 34 12' @ 0.90% 39 12' @ 3.8% 74 26 DRAINAGE STRUCTURE PER 17/C4.1• TOP ELEVATION = 744.00 1E 15' OUT 752.6 74 7 0^ = 738.98 60.00' NORTH OF CORNER OF LOT. - r i 748.60 _ 3'1 7 .00 I 37 < a 39 - 18 748.40 37 � 27 DRAINAGE STRUCTURE PER 17/C4.1, TOP ELEVATION = 742.00 IE 12' OUT 748 1g &8 74 .0 733.50. tZ _ u� 752 Z49 q 7 - 28 12' AT 5.0%, 7 IF �.... -, - 12' @ 1.07 r __.._ r iru i i 3' 46 3gti 748 17 12' @ 1.07 (6b:0p') 4 748 74 0 29 30' AT 1.0% 50.00 LONG, CENTER ON FIRE ROAD. 747 63.00' APPROXIMATE 7 74 30 36' AT 1.187, 87.00' LONG. �. LIMESTON / V� DITCH, IE 747.0 '� 750 7 �• SHALE CO TACT £ 0 15 �.1.0% �q,7 31 5.00' LOW FLOW CHANNEL, REFER TO B/C4.3, I EXTEND CHANNEL �- ~` PR TECTION TO 746.00 .Q i FACE OF `QURB 32 8,00' LOW FLOW CHANNEL, REFER TO 8/C4.3. I (" THIS POINT q � m, ^ ,\ i DITCH 145.00' 95,00' �` \ 33 MAINTAIN AND PROTECT EXISTING WATER MAIN. IE 749.0 75 k° 74 a pot / 747 t 4 46 74 74 I N1224' @ 1.0_% 14 34 DRAINAGE STRUCTURE PER 17/C4.1 TOP ELEVATION = 746.65, IE 12' l A�1a 30 @ 745.35745 745 m OUT = 743.50 (REFER TO 5/C4.4 FOR LOCATION). / 7 .0 ,' 1 21 1,0% 18' @ L&A., 7 >v8 7 / ` 12 @ 10 �!�\ ` _.- I 35 DOUBLE TRENCH DRAIN PER 10/C4.3. TOP EL = 748,17. IE 12' STORM 3,1 15 OUT = 746.10, 28.00' / �/ 6 16 �. 31 1,7/ / - 1 21 36 RIP RAP 1'-0' THICK PER 8/C4.3, 3:1 / 7.00' EARTH i ____ 3:1 � ; \ 7 o ( BERM /j _--- a 30' @ 2,07 11 _ 37 CONCRETE PAD AT DOOR, ELEVATION = 752.67. (REFER 'A' DRAWINGS). 6 APPROXIMATE i N 32 6 46 LIMESTONE/ n ^ % m ' 38 INLETS TOP ELEVATION = 752.50, REFER TO DRAWING C3.1 FOR SHALE CONTACt '� 31 �� _ 5.- 8 '1 % PIPING. n 74 1 �t m _ LN 24.00�`'ro � � .. �_`- a � .� 3�1 rv� n T \ 39 STAIRS, REFER TO 'A' DRAWINGS. 755.0 l 'I 3.1 40 CONCRETE PAD AT DOOR. REFER 'A' DRAWINGS AND MATCH FLOOR ELEVATION PER 'A' DRAWINGS. 3.1 3.1 o $� 0 45 41 REFER TO 5/C4.4 FOR ADDITIONAL INFORMATION IN THIS AREA, �'� 751 7,45.0 750 750 74� = K REFER TO RAWING CIA, �__ �- _�L _06., 3��;_�_-_ 42 752.50 (PAVEMENT), 752.58 CURB AND WALK D S37°03'05'W 1098.84' R_Z31Q6.92' ORNERTY ; ' EMERGENCY 9. - 43 RECEIVING ROOM ELEVATION VARIES, REFER TO 'A' DRAWINGS. MOUND .^yam OVERFLOW RIPRAP 28.00, r 08TFALL ;.. _ +„� _ - -- _ 44 EDGE OF HANDICAPPED PARKING, REFER TO DRAWING Cl.l. 1'-0THICK EXISTING 36' 45 CONCRETE PAD FOR NITROGEN TANK, ELEVATION = 755.25. REFER 'S' STORMWATER DETENTION BASIN 'B' FACE OF iNAL SITE L?L"' SERIES DRAWINGS. 79,000 CU/FT AT 25 YEAR STORAGE � CURB ---- - ELEVATION OF 741,00, REFER TO J ti fir' _ t 46 TOPSOIL MOUND FOR LANDSCAPING. FIELD ADJUST INDICATED DIMENSIONING DRAWING C4.2 "� _ AS/IF REQUIRED TO KEEP MOUND & LANDSCAPING FROM BENEATH RECENTLY r yf T_ INSTALLED OVERHEAD UTILITY LINES. REF DRAWING C3,1 FOR PLAN UTILITY SITE GRADING AND DRAINAGE PLAN 1"- 50.00' LOCATIONS. 9aa€ ��2A Ell ix O x w r Z z 0 w Lu z 3 E z o Lu N U UO Lu x r- Q U> v 3 O mzm 3 Q n 3 H J Z U- LLI= Y> !J � i uj O W = awZ Z CHECKED SAJ Q, CREVIEW SAJ DRAW[NG 041999 DATE NUMBER 5631.20 P, --"PRINT --.___-- DATE C2.1 a m rn n to v N M (O L Cc 0 N x v 0 m_ N LD 3 O O APe,ADIA MPOI LF. _- HC*A E I PA p44- d (towel, G.ATE&0P- "G" IEUFFErFL .FULL 5P-E E N yGALE I" '-o' 14C"LZ . j • = 4j Ve FLT. I - 6'_ . BEiZM (25v LoN G toZ - GEDAP-TFLEE-S DOGWCOO AND pLF-- e:,,Ur.>'t ES SetM& am Terminal ft"= atd So"" Cwnvl t T1te aYa � Ieoalsd is the BatIr lame ladasrii Fart M the cad of Italtodsa Dtive.The pn ess of dre pwim is for ft ao ommaiiroa oft ba mince far Oteyhotnad sad ptigle -We rip. Tits m lied wif be l* the haiNir, proposed aotrawoes sad pMtittN ales Eiait,3irf�ldtias! 7b ab owmmb is a apes lid. Thin = w pads, wMhadc or fbteets Tan is an admits raiap smwas a eb mortis and ambers Won of do Imwety. 7hs a4aasat psepweias we owwd by Rom B a&% suppiiw W.. Arcadia MMIA& Pork be., D=W J. Tnviasw, and lawswe 111111 . Bob Me wN esaBtiw wrn tahan lwra the USDA Sob Survey. The coil am this airs is Barka' abaary elk baw (M 1 B ). This soil hw wodrMe woaion hasrde and anodwss oo severe tw>taess wrhea aaoevatsd. � Tbrs w sot soy critical rena a ire. .. . • hold A Ihann • had aonetttaotiaa swum Wkh weah rack • lased eeb0 Wei ae+d am" pateotion • • ba g t.i..n► t.e:n bow aawwcea is aomplaw do rw of eaposd Srwnd will be on and w kb e aiwi mm d f w kwim of wpaoa Feralieer, saadie8, wW a blanks of straw w N then added I . Tb.a.r.Mar wd iatpasi d am" and s hoc t can" woo" am* taiam gad at law daffy #(alias pdw4pd raW. Dsettapd and or ddteieet sass wid be - npa:ed or bw wd i..adlatdy. , 2. Ftrrtbawae. the oowr+oser VA wake a daffy review Bantu deoateuaia activity to Won as N , N oonerol aM M. -, n.ae Addtdwal s..wrwn will be i mWW insnediatey wbn daloianein we #=W. 3. Tb 01110ra0w w■ room anamomMad A is the sdiwe o bain whwwr the bvd appoaiaMiy ems hwarda we Maws ohtws, 4. Parwameni roeioa •omW malwAm iachrde do eesoldNOW draw an MgMW offla s #dimmed in the socetraro 1, F arooes. 1. 7% the we haw d si Mace Wad 2. The eoaetawrAioa causes wide wash nek wi be belt. 3. The eoarttwaiaw *(do eeiwaat befit war take piaoe. 4. The silo wd he sicced and /clod. S. The am a naaaw will be oeotracted. d. Upe n lust aoarpietion, the oft WE bw d pMwwet Boil etAA thm it place and ad irpeaim 1y mpec" (pads MWIstad, that tie rearsiire Mo:ae wild eedictent "MCI weeweea racy be rscroved. Nose: TW Ftedwiok Coaaty F*k Mab and 8apraa" Deprtwaat will Mm tb tijit to ad1 anikc aradity.lees etoa* A and andimttt casual anaataree Burets the ... eawrtaMia pace.., within Is aawre adimpme proasom to the public ad earisewaat. . ` SEpIMENT �A�1 N 11`0 ACRE 5 x 15+ T-'. 3 = (3'f O Yd . 3 ~ Pe22UI P'1D . WET �sTOR,4 G E - I fd 01no Phu 1P-�a _ DR-Y:_SToP�tGE = t'8D� ff . � C► _--- ` L A N Ple-A P ►N G G A LG U L A'T 1 O N S ExTC-?Hopi PAF'KING 1-4T ( ITR•EE Pe FL -+0' PeFL-IMeTEF-) ' b'tv -to • I6 TFL-eeS P-EGtU I QED A-rEG 1y��eN ' SN��-T�� /. -�- l 1./ opEN �sPAG6 p-I�GZUIP�ED - 25'l• oom,+" , \ �� a �N i r. �yyp` / R I I I OPEN 5P^GE PPOV I DED - �.'7�b 2 3. 1051 67.If �'/• TF&ee PEP- la S PA G E S _- , ; , I § 165-48.2. Truck or fleet maintenance facilities and truck rents( and ---'' % j ,.� p INTEP-loll PA P-KtNG L-o'T leasing facilities, without drivers. (Added 6-9-1993; amended i _�.r / j l '� FLiP- P- \ 3b -= Io % 4 -TFLee 5 p-Ec1 u t P•E D 2-7-19951 _- l ' /' /` j l0 or PA F:-1GING I•-oT L0P Aeeaul" 5'AN5GA E b Where allowed, truck or flee- maintenance facilities and truck rental and _ i i ' / / i 22 , 5 54 e7a . FT, x 5'l0 112'7. 7 Slit . FT P-E�tU I I:C- D leasing facilities without drivers, shall meet the following requirements: I / ` i / ' / / / ` i, \ 7b81 Zes•FT. PPoVIDEP A. In the M-1 Light Industrial District, truck or fleet maintenance facilities shall only be permitted in industrial parks. :' ' / '9� �` ssM� \ ToTA L TP-EE 5 P Le&QU I P•e 0 2,o TFiE e S ' TOP•619.{ ilk!✓ 5 B. Truck or fleet maintenance facilities may have fuel service, provided j ' 1 / % ; I ` ® l / �TDTAL 'TR-EES PPbV(DeD ?.o that it is limited to one gasoline storage tank of 10,000 gallons or less ! / and one diesel storage tank of 10,000 gallons or less. / ! INV CUT•6:.12' � / r' ' (PV PF%7fb5ED PINK• DoG WOOD (5 "ToTA L) C. Al repair and maintenance operations shall occur within a completely ;� / / i ' } '�'' -�M__..� _ - ��✓ / / , WD PpoM15E D WHITE U>GV4000 5 ToTA L ) enclosed structure. / Outdoor storage of arts associated with repair and maintenance shall'/ PPbf'bSED SUGgR MAPLtr 5 -TOTAL-) D. 9 P P not be permitted. Ppopr ,5ep BCD J�,t1p 5 ?OTA E. Retail sale of fuel shall not be permitted. F. The Planning Commission may require additional buffers and / { / screening other than those defined in § 165-37 of this chapter. / / i /+ NoTC : A L L. TREES -To BE A M t N IM Lk M G Z- Z'/Z �+ A LI PElz1' A -TIME of= A • GoMt'uEt� \nl Cf N . / / _ �, PPP HEDGE - r �- ' i GoJJ�A.1ep Wt'c41• // j ! \ `\ CLiSE �IZALEA 3' H IGH �►T TIME OF PLANTING j - �-- ,� •� .�/ � .�- J � . _ 16 SH F�-t,l � 5 ToTA L. fAMPt.,l+cn W iTkl • I ` \ `'``� '' - --- �, } GiPA C +E D 3. b ` A PA FzT l �\ A LgND DI1,TUF-J!►4NGe PEA -MIT M u5T Be- OpTAt NED Be FaP-E A N `r 1 - GA �- — " GotJ�sTR{JGl]dN AGTI V t TY N BQ6 (N GN TH15 1i(TE 1 I ! r t p PF't�P TRA FFI % toP•6sb. i F�P PPo I \{ INvatd•613.08' I \ Rot-. If WD pp v WO i4c, — 05) AMNOW sum iiiiiiiiiiiio IN N U-) 0 ao N I N 00 c O � N I _y Q(N 04 c0 CN o� 3 t a'n U x WU) s °, oW (n d o ^d �a�0 o a 1O d Sao d O ' O LL J Of WW -Jhd dp >0�0 Z d3d� Q Q > �W'�4V) O Z F- � to Z V7 d U }- (1 »LLJo � . 3 Q t~ z w �z� >a w lu Z v tD W 1 �1 � d. IL il ' 3 t r' z� Ix a x a o z d �_ �U Z W� z hA U U) o� DATE: -T of %rAMENT I.oMTPV t. LE G r k P- \� THIS SHEET `1�013E USEDF01zwPPvF�sED 51LT PENGC SCALE: 1" = 40' ® _ PPpPoSED. PeF-MANEN SEEDnJG \ \\ i T wd M..inir.ew o<�. _ POSE D�u-rleT- _ T Tl ale �� LAMP5CAPINGAND EFZ05�10N 2. PUhmiad ev*A11wal bassos. vA be oorprwd into Ilan wi M.O[92 Ma pr ... ,' 1 5E�__ Sa`iDl Me N T f til DESIGNED BY: JB 1000 of (2 tan pr an). 1 3. 1Hetiliat wkh 10.1a10 a a file d23 N» pr IM cry loon ft pr.are). __.__. _ t i4 CEP. _(.role STFIlGT1eDN ENT�1 N L E S E D ! M E N T GON T �-O law•. ON L. * JOB NO. 2131 1 wile oeweiat d6 31 Tall Faaatre sad 33% Rwd T Clow. . faad wia '»4 A S. Maaw onich wd be applied a ales( Medial 811001110 dta tale d 3"0 NK per we and - -- - awehared kb attbed or aew idol aspbk applied a a tale d20o pftm per sans. SHEET 4 OF 4 w