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HomeMy WebLinkAbout71-04 H.P. Hood Modular Bld. Addi. - Shawnee - BackfilePROJECT LOCATION FREDERICK COUNTY V I R G I N I A OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 63-((A))-86A, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF 2004. OWNER SIGNATURE oWlvER/DEvELoPER: H.P. HOOD, INC. 160 Hood Way Winchester, VA 22602 Phone: (540) 868-7703 o r _D 11 JL o _L __V_L 0 _D -"A -L-R SHAWNEE i . DISTRIC FREDERICK COUINTY, VIRGINIA TRIAD PROJECT NUMBER: 07-04-0569 VICINITY MAP 1 " = 1000, INDEX OF SHEETS DESCRIPTION SHEET NO. REVISIONS: TITLESHEET..........................................................................C-1 01-20-05 02-14-05 NOTES& LEGEND..................................................................C-2 04-14-05 OVERALL SITE PLAN..............................................................C-3 SITE PLAN AND DETAILS ...................................................... �-4 "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land -disturbing activity." Approved by the Zoning/Subdivision Administrator Zoning/Subdivision Administrator Signature Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. �4��1a7 ENGINEERING, INC. www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office®triad—winc.com M:ql M Al TRIAD ENGINEERING, I 71, s �s to 0 0 0 0 o 0'R c — n z O N O O Q � c v v 0 0 0 W A 0 0 a'0i v U � U p 601,TH OF L V DF.M D. DUNLAP M> Lic. No. 035809 Z � Q Q w 00> _ O o ot: U) 17 5 FW— CL 00 cr W `w Z _ U O oZ U o� 2 Drawing Number: C.1 17� 0 0 N co CO 3 v No.: 07 GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48 hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer/Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lane per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. GENERAL SITE PLAN NOTES: 1. Tax Map No. 63 ((A)) Parcel 86A. 2. Magisterial District: Shawnee 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. Use: - Existing: Industrial - Proposed: Industrial 7. Building setback limits: Required: - Front = 75' - Side = 25' - Rear = 25' Provided: - Front = 874.51 ' - Side = 861.71' - Rear = 343.2 1' 8. Maximum floor area ratio (FAR): 1.0 - Floor area (existing) = 379,257 sq. ft. (far = 0.1175) - Proposed modular building addition = 1060 sq. ft. (includes breezeway) - FAR = 380,317 sq. ft. / 74.1 acres = 0.1178 9. Parking analysis: Required: - 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 spaces - Total: 140 spaces req'd (including 5 h.c. spaces) Provided: - 140 existing spaces (including 5 h.c. spaces) - Note: The modular building addition has no influence on number of required parking spaces. 10. Loading spaces: Required: - 1 per each 40,000 sq. ft. of floor area - ((380,317 sq. ft.) / (40,000 sq. ft.)) = 10 req'd spaces Provided: - 25 spaces at least 12' wide x 45' long - Note: The modular building addition has no influence on number of required loading spaces. 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. SEWN. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK S.F. SQUARE FEET STIR. STRUCTURE T.B. TOP OF BANK TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING LEGEND EXISTING PROPOSED ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS HEAVY DUTY PAVEMENT ' CONCRETE PAVEMENT BUILDINGS r� FENCE ~� DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE STORM SEWER 2900 - 00 INDEX CONTOUR - -2898- - za►&s INTERMEDIATE CONTOUR x SPOT ELEVATION 2876.3 za9�. sew LIMITS OF CLEARING AND/OR GRADING LM:11 i) TRIAD ENGINEERING, INC o s 1 s 1 $ a E +� E 0 u Cr o E B a 8 3 Y 0 Y a r � s s` A rn co 0 to � N W o 3 0 F-- z cc N r: N u 01 N `► U O Q c 0 0 0 O U In .n g u B c o of C T F- v o u p U ® 1 1. Landscaping analysis: Required: - 25% of total lot area (18.53 acres) Provided: H opD� - 27.84% of total lot area (20.63 acres) - Note: Though not depicted hereon, all landscaping for the original building and WWTP is shown on the site plan by Hixson, approved on 10/19/99. U DENM D. DUNW M a No. 035809 Landscaping for subsequent building improvements is shown on site plan #14-02. There are no woodlands disturbed for the modular building addition. 12. Building height(s): ONAL E - Maximum height allowed in M2 Zoning District = 60' - Modular Building height = 12'f PROFESSIONAL SEAL 13. Survey information: - Boundary survey provided by Triad Engineering, Inc., dated 1 1 /06/97. 14. There are no additional outdoor trash receptacles required for this building addition. 15. There are no outdoor storage or recreational areas proposed with this addition. 16. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties. 17. There are no additional signs proposed for this project. OZ Q ® 1 ,8. Building addition shall comply with the Virginia Uniform Statewide Building Code and Sections - Z 306, use group F (Factory and Industrial) of the International Building Code/2000. Other Code W that applies is IBC/ANSI Al 17.1 -98 Accessible and Usable Buildings and Facilities. The 00 Q Q 0 modular shall be registered by Virginia Industrialized Buildings and state the use group ® classification on the seal. Z ®®19. Refer to section 507, Unlimited Buildings of the IBC, that requires type of construction excluding type V (VUSBC change on wood construction) if the addition is less than 60' _ H CZ from the existing building and requires a 3-hr rating on wall not less than 40'. Walls CO W U)shall be non-combustable construction w/ fire protection if less than 40'. = CCU w © 210. A design professional licensed in Virginia shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this Z p O type of structure (soils, concrete, steel, etc.). 0 �-w z 21. This plan is a modification to a previously approved site plan for the Product Storage Addition (site plan # 14-02, approved on 05/09/02). The only modification to site plan #14-02 is the addition of the 20' x 40' modular building. ® Drawing Number: TRIAD ENGINEERING, INC.®� 200 AVIATION DRIVE WINCHESTER, VA PH:540-667-9300 FAX:540-667-2260 office@triad-winc.com Job No.: 07-0, 0 00 ON 0 0 N 3 N 0 L0 0 0 } d s L w v 0 .} 0 Q V 0 0 0 _ _ 10 L0 0 0 O i t V d 0 L CL N/F CARL F. FRYE 63-A-82 1� 738/302 ZONED: B-3 USE: COMMERCIAL LOT 3 THE ESTATE OF NAOMI POOLE ADAMS 935/739 N/F B.J. SAGER, INC. 63-A-87A 493/708 ZONED: M-2 USE: COMMERCIAL N PLANT NORTH N/F FLEX-O-GLASS, INC. II H FORSITEORIYNTATION ONL 63-A-87O N46'21'58' 395/576 26'.EIpF E IPF09 ZONED: M-2 64I 23 S49'34'03'E I USE: VACANT IPF 56.43' r PF . IIII I. Lb IPF 177.59' r IF. J ,�\7.6 t f 1 I - ' IFENCE ' I POST FUTURE 30' WATER I z I I \� i. I 1 I _ III { AND SAN. SEW. ESMT. I 1 © \. II � 111 I� EX. 20' 923/1171 3� Ri � 1E ESMT. 75 B IU LDIN• G �-BACK I I cn I I ' �:Cn T I ,� 10' TEMP. ao CONSTRUCTION_ - - _— ESMT. SMT. �\\\\\\\ \ 10' TEMP.EX. 20' NAIL FOUND DH FOUND923/1171 FUTURE 20WATER WATERLINE ESMT. IN CONC. AND SAN. SEW. IN ROCK CONSTRUCTION ESMT. 923/1171923/1171 . INIIW,o.o II,VI mIjjv I) PK AIL N34�42'8- 2 S34'42 58"W S8960' FUTURE RIGHT OF WAY EASEMENT. PRIOR IRF S358W 28 z RF TO ANY FUTURE SUBDIVISION OF PARCEL 29563-A-86A, THE PROPOSED FUTURE 60' RIGHT OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE ALIGNMENT SHALL BE CONSTRUCTED OR BONDED AND DEDICATED TO FREDERICK COUNTY FOR ACCEPTANCE INTO THE VIRGINIA EX. 20' SAN. \\ SEW. ESMT. " �DEPARTMENT OF TRANSPORTATION ROAD SYSTEM. 923/1171 N/F FUTURE75'BUILDSETBACK J.S. COOLEY C/O MARSHALL NATIONAL BANK III -r- -'- 63-A-85 1rrr'►I�II710 TEMP.ZONED: B-3 I l Z I CONSTRUCTION ESMTUSE: VACANT I III lI I IIIt�1I� Io 1wj tI^ u M I I �1 I I I N 923/1171 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \\ I III r I+i+I H-HI+i+I I+++I C/L NORTHERN VA I 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 \ \ \ \� \• \ \ �qC I I POWER CO. R/W 231 /90 I I 11 ( — `� � I TEMPO RY FUTURE 20' WATER I I I 1 - - -.- - - - x AND SAN. SEW. ESMT. \ 20' WATER ��— 10' SHENANDOAH ( _ FIRE LAND �x��x I I I / � � \ ` . �_x�_ AND SAN. EW. ESMT. GAS CO. ESMT. ? '� 7 I 74 38 /535 947 / III / ' I � � —x--x _ � • � � — � I� I I 1' _-x I I __ ------ ��x�x � I I ffENCE III ►I I --_� �+ ' IPOST trY ,III y=jk. H.P. HOOD \ I 74.10 AC. 63—A-86A ZONED: M-2 \ I III I ( EXISTING BUILDING I 1 C = _ _ _ I ( 1 , 379,257 sq. ft. Existing ± f- - - - - EUSE. INDUSTRIAL II I , I --- --� T I / II I I ( I .......... I I LOT 2 no THE ESTATE OF I � NAOMI POOLE ADAMS ' o { 935/739 z I I Icon 0 I � I I = I 10- I I N/F POTOMAC EDISON CO. 63-A-81 746/543 USE: COMMERCIAL N5T38'40"W 15.78' N33'08'27"E 45.45' N34'42'53"E 29.46' NAIL FOUND IN CONC. N/F 2 Building Height = 52 ± - - - - opsol J.S. COOLEY I N ( I C = _ _ _ Stockpile \\ � C/O MARSHALL NATIONAL BANK C I = 7 A ZONED:NED: B 3 I I .r — � Proposed .A - - - USE: SINGLE FAMILY 'A 20' X 40' cop 110, ElAddition - - - - QI_ ► I FMr17 M I______-___-j EX. 20' SAN. o \\ \ n I iP' t II 1 III IUI-I' II I I I I I I I SEW. ESMT. t� �- IIIIIII 923/1171 \\ Ia I I I I I U I I I I I I, 10' SHENANDOAH \ \ I I I I -_---If IRF GA MT. in 959/820\ I\ _ _ —---�—r--- _1--�—.�_-•---none-----_ _:.:��� --- - ""'°` � �-- � /� I . 1 1 �1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 I I I 1 1 I I I III I I I I I I I I I I I I I I I I I I I I ♦ � �! , � / // / I ----- — - IIIIIII _ IIIII e I l-� I I a --I ,4-14 I -�11-44 I -N- I I� �— _its. � — —..-aT — ,pis=•— �,Iw�c-, � .�'• � X �.-. I / J N/F THE HENKEL HARRIS CO. INC. 63-A-110 670/332 ZONED: M-2 USE: INDUSTRIAL -- •. N/F JOHN C. RUSSELL, JR. x / I _ ' - - _ _ 1 75' BUILDING SETBACK • . �'-' j e N / \ - M 63-A-1 16 (PART) 75' BUILDING SETBACK � 521/723 ZONED: M-2 USE: VACANT RR SPIKE SET IN 30" CHERRY N52'57' 1 1 "W - 0.69' TO IRF — INTERSTATE 81 S3T03'05"W 1098.84' S34.23'03 W 301.82' VDH MON. } VDH MON I — VDH MON. FOUND FOUND FOUND IRF Arc=306.03' — Delto=00'45'32" Radius=23106.32' Tan=153.02' Chord=S37'25'51 "W Dist=306.02' Arc o Delta=0101*1010'01 " Radius=23126.32' Tan = 235.50' Chord=S39'08'24"W 100 0 100 200 300 Dist=470.98' SCALE: 1 "s 1 00' Lm%lA&110 TRIAD ENGINEERING, INC. 200 AVIATION DRIVE WINCHESTER,VA PH:540-667-9300 FAX:540-667-2260 office@triad-Wnc.com TRIAD ENGINEERING, INC. 8 0 g � a E 0 P ? a U O b E o w E B 0 U o s � 0 O CL 0 0 U n $ Y _C • . � b U Y ° a y r 4 0 1 rn (a uO � o I �j C O O 6 I O C M Z of c'4 ° to Q O v v ° v 0 U v) o v o m Q c Q c Q p 0 0 U LTH -0p-,% UDENNIE D. DUNLAP IMP - No. 035809 1 zSjONAL S PROFESSIONAL SEAL Z OQ Z 0 Z IL � Q� 00> W 00M U) 17 0 W J —1117 m U) _ J Q QzW O 2 0 Drawing Number: C-3 No.: 07-04-0 R L' rn N O O N d' d' OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 63-((A))-86A, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF OWNER SIGNATURE , 2004. OWNER /D]EV�EL.O7P]E7EZ: H.P. HOOD, INC. 160 Hood Way Winchester, VA 22602 Phone.- (540) 868-7703 __V_L 0 _D U 111100-.) IN11"EXd�lkSHEETS DESCRIPTION SHEET NO. TITLESHEET.......................................................................... C — 1 NOTES& LEGEND..................................................................0 — 2 OVERALL SITE PLAN .............................................................. C — 3 SITE PLAN AND DETAILS ...................................................... C — "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land -disturbing activity." VICINITY MAP 1 " = 1000' 01-20-0 02-14-0 04-14-01 4?11' Approved by the Zoning,,"."Ir'Sub division Administrator 2-2 Zoning/Subdivision Administrator Signature Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after F'CSA approval date. vY R 4;: k 1��� 3 �i} L rPi Ev �••g"_, `" !�ti.hENG r . ,. , INC. www.triadeng.com 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office®triad—winc.com Ll TRIAD ENGINEERING, INC. o 1 d E � E B b C O V C O yam, n 7 V CL C TL Y ® x � C � E E C` Y C o a VF 0 dr c O >A O K O r ir O LO 3 o F-- ® o o o C Z N p o Q O � � C o v � O p U (n Q ®, Fr v3 v 0 t p U TH OF V DENM D. DUNI AP M> No. 035809 rI01�AL E� PROFES OW SEAL Drawing Number: C-1 OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 63—((A))-86A, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF 2004. OWNER SIGNATURE I.P. HOOD, INC. 160 Hood Way Winchester, VA 22602 Phone: (540) 868-7703 -V. r) -- -- -- -- _L u _D k--,) -"A A D D __._ --I" --L" 0 DESCRIPTION SHEET NO. TITLE SHEET.......................................................................... C —1 NOTES& LEGEND..................................................................C-2 OVERALL SITE PLAN .............................................................. C — 3 SITE PLAN AND DE`I,AILS....................................................... —4 "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land —disturbing activity." i " = 1000, r a • Approved by the Zoning/Subdivision Administrator Zoning/Subdivision Adrninistrator Signature Date Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. E N N �"^ -30 I N it 4 , L www.triadeng.com 200 Aviation Drive P.O. Pox 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office®triad—winc.com L11 i) TRIAD ENGINEERING, INC. s g � a E « u �c c o � n B o E u g Y c O ® p 7 o E 4 z � c g c 0 _w 1z O (0 d to O O N I �i O o O C Z O N O En Q r `�= ID C +�+ A v � U 0 (n � A A � Q N C Q C 0 U W ® p U) _ p U UDEM D. DUNLAP 09 No. 035809 �sIONAL E4 PROFESStON& SEAL <` C;. 0 0 UJ • • Drawing Number: C';'6 — 1 N O� to 0 0 (M d �a- 3 0 V / to 0 v v 0 / V) } o� d s / rn 'L OI C cm C W C V s 0 v Q V 0 0 TZ 10 LO 0 0 0 / %n } U N 0 L d U OWNER CERTIFICATE I, , BEING THE OWNER (REPRESENTATIVE) OF THE PARCEL IDENTIFIED BY 63-((A))-86A, DO HEREBY CERTIFY THAT THIS PLAN IS DESIGNED WITH MY APPROVAL AND CONSTRUCTION WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLAN. GIVEN UNDER MY HAND THIS DAY OF , 2004. OWNER SIGNATURE I I �__ �W V - 'DIEVIELOPIERO 34113k, wo F/ H.P. HOOD, INC. 160 Hood Way Winchester, VA 22602 Phone: (540) 868-7703 S-1 . I F 11 ­ -d I 0 _L .0 _L 11 0 OD ADD - I .. L 11 1 . 10 - N SHAWNEF-1, MAGISTERIAL DISTnICT FREDERICK COUNTY, VIRGINIA INDEX OF SHEETS 103 • ►. SHEET NO. VICINITY MAP 1 " = 1000, TITLE SHEET.......................................................................... C — 1 01-20-05 02-14-05 NOTES& LEGEND ...................................................................C-2 04-14-05 OVERALL SITE PLAN .............................................................. C — 3 SITE PLANT AND DETAILS....................................................... C-4 "For the purpose of plan approval, Dennie D. Dunlap III shall be the Responsible Land Disturber. When the contract is awarded, the contractor shall name a person who is certified by the Virginia Department of Conservation and Recreation as a Responsible Land Disturber. The Responsible Land Disturber shall be transferred from Dennie D. Dunlap III to the certified person named by the contractor prior to the initiation of land -disturbing activity." Approved by the Zoning/Subdivision Administrator Zoning/Subdivision Administrator Signature �J&z Da e Note: Site plan is valid until 5 years after approval date. Note: Site plan is valid until 2 years after FCSA approval date. a.��da7 ENGINEERING, INC. www.triadeng.com 200 Aviation Drive P.O. Pox 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office@)triad—winc.com LM:11 TRIAD ENGINEERINGPINC. s g $ E e 0g E 0 0 o � $ o U c n Y _ ® c 0 0 � E Jr n a o o 0 o � e 0 'w O O O 1 N Cn W p o � of O r n Z N 07 r- `►= U o Q ai C ui O a U 7 W A A � Q Q C 0 0) C p U 0 U DDENNIE D. DUNLAP M> Lic. No. 035809 �ZS'10 , /e, /ao 4#1 NAL E&i PROFESSIONAL SEAL r 05 Drawing Number: C.1 No.: 07 GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48 hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed.. 6. Any unusual subsurface ' conditions encountered during ' the course of the work shall be brought to the attention of the Geotechnical Engineer/Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be rmade 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 lone 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. GENERAL SITE PLAN NOTES: 1. Tax Map No. 63 ((A)) Parcel 86A. 2. Magisterial District: Shawnee 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. Use: - Existing: Industrial - Proposed: Industrial 7. Building setback limits: Required: - Front = 75' - Side = 25' - Rear = 25' Provided: - Front = 874.51 ' - Side = 861.71' - Rear = 343.21 ' 8. Maximum floor area ratio (FAR): 1.0 - Floor area (existing) = 379,257 sq. ft. (far = 0.1175) - Proposed modular building addition = 1060 sq. ft. (includes breezeway) - FAR = 380,317 sq. ft. / 74.1 acres = 0.1178 9. Parking analysis: Required: - 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 spaces - Total: 140 spaces req'd (including 5 h.c. spaces) Provided: - 140 existing spaces (including 5 h.c. spaces) - Note: The modular building addition has no influence on number of required parking spaces. 10. Loading spaces: Required: 1 per each 40,000 sq. ft. of floor area ((380,317 sq. ft.) / (40,000 sq. ft.)) = 10 req'd spaces Provided: - 25 spaces at least 12' wide x 45' long - Note: The modular building addition has no influence on number of required loading spaces. ARCH. C/L OR C L. C/OUT OR C/O CONIC. CG D.I. P. DIA. E.P. EL. ESMT. EW EX. F. E. F.E.S. F. F. F.H. or F/HYD F/L F.W. G.V. H.P. HORIZ. I NV. IRS LAT. LT. M/H MIN. NE NW P.C. P.I. P.T. PVC PVI PVT R R.D. RT. SAN. SEW. or S SEW. STD. STM. SEW. SE SW S/W S.F. STIR. T.B. TPD U/G VERT. W/L X-ING ARCHITECT CENTERLINE CLASS CLEAN OUT CONCRETE CURB & GUTTER DUCTILE IRON PIPE DIAMETER EDGE OF PAVEMENT ELEVATION EASEMENT EXISTING WATER EXISTING FOUNDATION ELEVATION FLARED END SECTION FINISHED FLOOR FIRE HYDRANT FIRE LINE TOP OF FOUNDATION WALL GATE VALVE HIGH POINT HORIZONTAL INVERT IRON ROD SET LATERAL LEFT MANHOLE MINIMUM NORTH EAST NORTH WEST POINT OF CURVE POINT OF INTERSECTION POINT OF TANGENT POLYVINYL CHLORIDE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RADIUS ROOF DRAIN RIGHT SANITARY SEWER SEWER STANDARD STORM SEWER SOUTH EAST SOUTH WEST SIDEWALK SQUARE FEET STRUCTURE TOP OF BANK TRIPS PER DAY UNDERGROUND VERTICAL WATERLINE CROSSING LE EXISTING PROPOSED ROADS ROAD CENTERLINE CURB CURB TAPER - - - SIDEWALKS HEAVY DUTY PAVEMENT °*; CONCRETE PAVEMENT BUILDINGS FENCE 0 DECIDUOUS TREE CONIFEROUS TREE CONIFEROUS SHRUB PROPERTY LINE I raw STORM SEWER 2900 .Zs®0INDEX CONTOUR - -2898 - INTERMEDIATE CONTOUR x 2876.3 SPOT ELEVATION .z�s.s. s LIMITS OF CLEARING AND/OR GRADING Landscaping analysis: Required: - 25% of total lot area (18.53 acres) Provided: - 27.84% of total lot area (20.63 acres) - Note: Though not depicted hereon, all landscaping for the original building and WWTP is shown on the site plan by Hixson, approved on 10/19/99. Landscaping for subsequent building improvements is shown on site plan #14-02. There are no woodlands disturbed for the modular building addition. 12. Building height(s): - Maximum height allowed in M2 Zoning District = 60' - Modular Building height = 12'f 13. Survey information: - Boundary survey provided by Triad Engineering, Inc., dated 1 1 /06/97. 14. There are no additional outdoor trash receptacles required for this building addition. 15. There are no outdoor storage or recreational areas proposed with this addition. 16. All outdoor lighting fixtures shall be directed to prevent glare on adjacent properties. 17. There are no additional signs proposed for this project. ® 18. Building addition shall comply with the Virginia Uniform Statewide Building Code and Sections 306, use group F (Factory and Industrial) of the 'International Building Code/2000. Other Code that applies is IBC/ANSI Al 17.1-98 Accessible and Usable Buildings and Facilities. The modular shall be registered by Virginia Industrialized Buildings and state the use group classification on the seal. ®® 19. Refer to section 507, Unlimited Buildings of the IBC, that requires type of construction excluding type V (VUSBC change on wood construction) if the addition is less than 60' from the existing building and requires a 3-hr rating on wall not less than 40'. Walls shall be non-combustable construction w/ fire protection if less than 40'. ® 20. A design professional licensed in Virginia shall seal the structural plans submitted for permit application and special inspection requirements of Chapter 17 of IBC shall apply to this type of structure (soils, concrete, steel, etc.). 21. This plan is a modification to a previously approved site plan for the Product Storage Addition (site plan #14-02, approved on 05/09/02). The only modification to site plan #14-02 is the addition of the 20' x 40' modular building. TRIAD ENGINEERING, INC. 200 AVIATION DRIVE WINCHESTER, VA PH:540-667.9300 FAX:540-667-2260 ofFice@triod-winc.com TRIAD ENGINEERING, INC. 81777 $ a $ E E ® E ® E S b 0 C V s` o G � 8 0 o � o) to q1t to 0 0 O p N • $ O 0 0� i o c ^O z 6 0 cv I .. Q r �«= tJ o .® c y o 0 c°� cn A .n u a a® F0 0 c c 0 0 Q U P Ur_ I'm 4;&LTH op D U DMME D. DUNLAP ID No. 035809 ��oNAL E PROFESSIONAL SEAL Drawing Number: C- No.: 07-04 N 0 o� If) O 0 N �r �r o; v N 0 to 0 0 d s L s w V s 0 V 0 0 0 a s W LO 0 0 r_ 0 i V a� 0 L o_ qj/ CL. \ \� .�^c �I N/F B.J. SAGER, INC. 63-A-87A THIS PLAN SHEET FOR SITE ORIENTATION —ONLY— i 493/708 rI ZONED: M-2 PLANT USE: COMMERCIAL NORTH LOT 3 I + \ I THE ESTATE OF LXISTING +� IN G(P I 0 NAOMI POOLE ADAMS \ I LOT 2 37.32' OI N57'38'40"W % THE ESTATE OF I K 935/739 N/F NAOMI POOLE ADAMS I o 15 78' " I I + +f N/F FLEX-O-GLASS, INC. CARL F. FRYE I z � 1 935/739 N33'08 27 E I �,`` 63-A-87 U63-A-82 45.45' 26 IP'\ N46'21'S8"E IPF 395/576 738/302 ZONED: B-3 I Cn _ + \ N34' .46' E ' :".` 226 E \ 309.23 , " ZONED: M-2 USE: COMMERCIAL U, I 29.46' 111 64' S49'34 03 E ► USE: VACANT o to N/F IPF PF , POTOMAC EDISON CO. NAIL FOUND I I 63-A-81 I d' IN CONC. 746/543 I I o "� IPF L177.59' + I - / USE: COMMERCIAL �' f N43'S9'41 7 r r I I , II -' A L � I I IoII o ---- 11 - 0 JFEN'CE FUTURE 30' WATER POST AND SAN. SEW. ESMT. \ t t EX. 20' WATERLINE ESMT. 75I 923/1171 BUILDING $�TB CA f \IQ Ln I 10' TEMP. �� f OD CONSTRUCTION ESMT. EX. 20' NAIL FOUID DH FOUND - \ o I \ — 10' TEMP. Uf i WATERLINE ESMT. IN CONC923/1 171 FUTURE 20 WATER IN ROCK \ \ �\ 1 — — CONSTRUCTION ESMT. m If 923/1171 / AND SAN. SEW. ESMT. — — - — ® 923/1171 �( ► I PK AIL ♦ / 4'42'58"E __ ♦ S34'42'58 W �` — I IRF I S34'42'58"W S �- 238.89; _- 6-7&—— _ _ -- — r, RF J \ \ 60' FUTURE RIGHT OF WAY EASEMENT. PRIOR z I I 295.8 — �= — -- —, \ 'r \ TO ANY FUTURE SUBDIVISION OF PARCEL _ j I I — — — — — �I \ 63-A-86A, THE PROPOSED FUTURE 60' RIGHT OF WAY EASEMENT OR AN APPROPRIATE ALTERNATIVE — — — ALIGNMENT SHALL BE CONSTRUCTED f ui — _� —\\ \ \ \ OR BONDED AND DEDICATED TO FREDERICK EX. 20' SAN. Nf ' �^ COUNTY FOR ACCEPTANCE INTO THE VIRGINIA I N/F \ l: DEPARTMENT OF TRANSPORTATION ROAD SYSTEM. SEW. ESMT. �W U' I FUTURE 75' BUILDING SETBACK \ \ 923/1171 I_ J.S. COOLEY I I \\ \ I o C/O MARSHALL NATIONAL BANK I 63-A-85 ZONED: B-3 I USE: VACANT I I IIIfIII-IIIIIIIUrr'I TTTTTIT� I fT7-1 1772' 10 TEMP. N IIIIIIIIIIIIIII IIIIIIIIIII � � e CONSTRUCTION ESMT. f I I I I I I I I I I I I III I I 1I-HII+I�II IIIIIII 923/1171 -'-�I+I +1+1f I I N/FC/L NORTHERN VA POWER CO. R/W II I I \ \ \\� _ \ fr I THE HENKEL CO. INC. 63-A-1-1 10 10 231 /90 670/332 ZONED: M-2 USE: INDUSTRIAL TEMPO RY FUTURE 20' WATER'-- f ,r 10' SHENANDOAH / { _ \ FIRE LA ---_x — -- — — x AND SAN. SEW. ESMT. 20 WATER \ \ �-\—_ \ f I GAS CO. ESMT. I I / ANDEX. � _ _ \ x—max SAN.NII.EW. ESMT. 947/74 / — ' � --x 387/535 _ I III / I IfENCE /POST III I I I .. ..;.{•rv, -: -. � f - - - � � \� H.P. HOOD 74.10 AC. III I �11-- __� I ( c� c� c� c� I I: -- -- 63—A-86A III I I I EXISTING BUILDING 11 = _ _ _ ZONED: M —2 \ \ 1 III IEl 379,257 sq. ft. ± j F- - - _ _ Existing USE: INDUSTRIAL N/F Building Height = 52'± I l 1= - - - - --� Topsoil / O\ C/O MARS ALL NATIONAL ONAL BANK I I I N I I C — — — — -� Stockpile \ ZONED: B-3 I I — • , ^ 'I� n �► Proposed USE: SINGLE FAMILY I ��` — 20'x40' ---, r r-- --�/�/ r-- -- . Addition - - _ _ _ J "I \\ .Y Q I II I I II I�I Il� Ilrll II III - -� �r-r I m -_� 4111 II _EX. 20' SAN.� o \\ cn — I I .•� >~C— I I II I II II IUI-t' I� I I I I I I I-���,l�� �/ SEW. ESMT.LPJ \\ \ II IZ I I I I I I I I,I \, 923/1171 0 I I I ,f 10' SHENANDOAH \\ \ m GAS CO. ESMT. (� '\ t I I I _ — — IRF 959/820 III•" I I ' ___ � \ _------r-----..---..a--�--�. �/ / � �._ III +I+IIIIIIIIIII 1 I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIII A / I( \ � 1-7 // N/F JAJ75' BUILDING SETBACK \� — — — — — _ I —�� "� / JOHN C. RUSSELL, JR. j\. . _ `—_ _ _ 75' BUILDING SETBACK / i `y_I I M 63-A-1 16 (PART) 521/723 ZONED: M-2 — --� — USE: VACANT S37'03'05"W 1098.84' VDH MON. VDH MON. S3423'03"W 301.82' VDH MON. _ RR SPIKE SET IN FOUND — IRF — FOUND FOUND 30" CHERRY N52'57' 1 1 "W - 0.69' _ TO IRF — _INTERSTATE 1 - R/W VARIES INTERSTATE 81 Arc=306.03' — �� Delta=00'45'32" Radius=23106.32' Tan=153.02' Chord=S37'25'51 "W Dist=306.02' Arc a Delta=O1'10 10'01 " Radius=23126.32' Tan=235.50' Chord=S39'08'24"W 100 0 100 200 300 Dist=470.98' SCALE: 1 '•- 1 00' Lm%IAA � TRIAD ENGINEERING, INC. 200 AVIATION DRIVE WINCHESTER,VA PH:540-667-9300 FAX:540-667-2260 otfioe@triad-win c.com TRIAD ENGINEERING, INC. 0 s g � C E 0 U Cr 0 u E • E B 0 C 0 ot u 0 c u 3 CL 0 0 0 C ja $ 0 0 U s w s � cc rn to LO 0 I QW 04 I 3 0 o c Z ,.j t` N V 0 Q • (� O v c v 0 o 0 Q 0 (n p v Q a g C o 41) F rn o p v � Q L p U J40LTH of " U DENNIE D. DUNI.AP U > No. 035809 S '�- /'-f/oS ti QSjONAL ENV PROFESSIONAL SEAL z g IL J J Q W Drawing Number: C-3 ob No.: 07-04 R o, o� to 0 0 N v v- 3 M O V Lo 0 0 / } N s L �1 rn Lu / v v v / c 0 v v Q v O 0 0 _ a _ o, 10 L0 0 v� 0 t; O / V N 0 0 L a M, .r, 0 rn � 4 _�.. _..............,.,._..�-_.,._..tea-...•e.._� NOTES: 1. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. 2. REFER TO ARCH. DRAWINGS FOR EXACT BUILDING DIMENSIONS. 3. REFER TO ARCH. DRAWINGS FOR BUILDING FOUNDATION DESIGN AND SPECS. 4. ONLY THOSE ADDITIONS CLASSIFIED AS PROPOSED SHALL BE PART OF THE INITIAL PROJECT SCOPE. 5. THOUGH NOT DEPICTED HEREIN, SCOPE OF WORK INVOLVES ALL REQUIRED DEMOLITION. 6. EXISTING GRAVEL TO REMAIN IN AREAS OUTSIDE THE BUILDING FOOTPRINT. 7. ALL UTILITIES FOR THE PROPOSED ADDITION SHALL BE SERVED BY EXISTING INFRASTRUCTURE. 8. ROOF DRAINAGE WILL DISCHARGE ON GRADE VIA VERTICAL DOWNSPOUTS (SPLASH BLOCKS OPTIONAL SINCE EXTERIOR GRADE IS CONCRETE). 9. HANDICAP ACCESS WILL BE PROVIDED THROUGH THE EXISTING BUILDING. 10. EXTERIOR STEPS SHALL BE PROVIDED TO ACCOMMODATE THE 52" (t) DIFFERENCE BETWEEN THE PROPOSED FINISH FLOOR AND EXISTING EXTERIOR GRADE. REFER TO ARCHITECTURAL / STRUCTURAL DRAWINGS FOR STEP ORIENTATION AND DETAILS. 11. PROPOSED SITE LIGHTING FOR THIS PROJECT TO BE DETERMINED BY MECH./ARCH. PLANS. SITE LIGHTING TO BE SITUATED TO NOT SHINE ONTO ADJACENT PROPERTIES. 12. THE AMOUNT OF DISTURBED AREA PER THIS ADDITION IS APPROXIMATELY 2,000 SQ. FT. 13. THERE IS NO ADDITIONAL IMPERVIOUS AREA CREATED BY THE BUILDING ADDITION, SINCE THE EXISTING GROUND COVER IS CONCRETE AND/OR COMPACTED GRAVEL. THEREFORE, THE EXISTING STORMWATER MANAGE— MENT FACILITY IS ADEQUATELY SIZED TO ACCOMMODATE THE ADDITION. it O FILL WITH GROUT AND CROWN TOP 6" DIA. SCHEDULE 31 40 STEEL PIPE PAINTED YELLOW 7' \, 18" DIA. CONCRETE i\ , \/ ENCASEMENT a ./ / e \%OF a TYPICAL BOLLARD DETAIL NOT TO SCALE I cn I Existing Concrete i I EXISTING BUILDING 379,257 sq . ft. ± Building Height; = 521± F.F. = 752.67 -1- PROPOSED 20' x 40' MODULAR BUILDING ADDITION F. F. = 752.67 ± N PLANT NORTH -L--------------------I I r---I r---I r---I r--_1 r---I r--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �L J—•1.—i-11—J1L—t—y� —7 — — — — — — — — _ �_ _ — If III I I I I III I I I I I I I I I I I I I II III I I I I III I I I I I I I I I I I I I II III I I I I III I I I I I I I I I I I I I III I I I I III I I I I I I I I I I I I I — W III II I I I I I I II II II II II I � III I I I I I I I I I I I I I I I I I I I I► III I I I I I I I I I I I I I I I I U —' I II III I I I I I I I I I I I I I I I L''I I I I I I I I I I I II II Jam— I I I I III I I I I I I I I I����I II I I I I I vD I I I I I I I I I J _T II II II I I I I I I I I I I I I,I�' I I II II II I I I I I I I I I IJ,''I I I I I I I I I I I' I I I ®' I I BOLLARD - (Typ. of 2) (See detail this sheet) I I I I i LM:11 TRIAD ENGINEERINGRINC. s a E E a O e e E CL a 8 O U O o � g 7 v e w a n $ Y � y e e , � e U EQ Y o a x g e � s w v � kk h O 0 M d' rn to LO 0 I N tT .4- W �I 0 6 0 C z N40 En a c) a a>! v C a U (n Q u g c 0, p v 03 u o L o � LTH pF� UDENNIE D. DUNIAP ma No. 035809 A-6- ti SIpNAL �� PROFESSIONAL SEAL Z g W M Drawing Number: L 20 I 0 20 40 so TRIAD ENGINEERING, INC. 200 AVIATION DRIVE C-4 WINCHESTER, VA SCAL.E:1 "-20' PH:540-667-9300 FAX:540-667-2260 offioe@triad-vvinc.com Job No.: 07—Od