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HomeMy WebLinkAbout064-98 Jones & Frank - Stonewall - Backfile` NEW INV. OU - V8.95 r- �Nv � REPLACE TWO 20"x 15" CMP'S �688 9S WITH ONE 15" RCP /NV ;6�99 PTO BE PROVIDED BY V.D.O.T. IRF �6 STR 7 I E TYPE: V.D.O.T. SWM-1 ~T` TOP=693.20 INV.=690.00 DRAINAGE EASEMENT TO BE DEDICATED TO V.D.O.T. \ 9y9 \ 3 70' \ P \ \ I \ \I \ I I \ \ I \ \ I \ I \I 54-A-81F TERRY L. WHITMIRE \ DB 679 P 83 I \ ZONED: M1 USE INDUSTRIAL i I TVRBI TRB � TRBI � I I I I � I I I I I I I I I I I I I I I I I I I STR 9 ' TYPE: DI-3C (MOD) 54-A-92B TOP=692.17 INV.IN.=6N,*@ COUNTY OF CLARKE,DBR7008RIP ; & WINCHESTER CITY INV. OUT=689.30 ZONED: M1 ` USE REGIONAL JAIL o BENCHMARK R.R. 5PIKE IN WPP d ELEV.=692.62 fp OFFICE a WAREHOUSE TYPICAL OF ICE/WAREHOUSE 60, fAS°\/Urll MEKT Phr\`C Ef+T��` `\ CSC S/ TC jq_ Cf WATER MA 2 JOINTS 10" 1-10" TEE \ '~ --- 1-10" G. V &BOX \ � 1-10" G. V. & BOX _ 1-10" P1,UG ,r p 1-1 D X8" REDUCER 1-8" G.v & BOX CV i— — — PARKING CHART BY BUILDING BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING E 5880 0 5880 24 1 0 2800 400 0 (NO NEW EMPLOYEES) 2 3000 6000 9000 18 3 2400 4800 7200 14 4 1800 3600 5400 12 5 2400 4800 7200 14 6 3000 6000 9000 18 Existing pavement TOTAL 18,480 28,000 46,480 100 REQ. PARKING 74 28 _ 102 100 --- - -- - 1 ?' 5.5' (1/250 SF OFFICE, 1 EMPLOYEE PER 1,000 SF WAREHOUSE) ____ -- --�--- H.C. PARKING PROVIDED 7 1.5' SM-2A STD. PARKING PROVIDED 94 TOTAL PARKING PROVIDED 101 3" BM-2- PROVIDE SAWCUT EDGE g" 21-B LID-4 TYPICAL PHASING: • PARKING TO BE PHASED COINCIDENT AND TACKCOAT' CHANNEL LID-4 & COMBINATION UNOERDRIANS WITH BUILDING CONSTRUCTION. • PHASE LINES ARE APPROXIMATE FOR I -10" x10" TAPPING SLEEVE BUILDING PARKING. UTILITY PHASING & VALVE TAP BY FC.S.A. COINCIDENT WITH BUILDING PHASING UNLESS OTHERWISE NOTED. • TEMPORARY CG-6 REQUIRED BETWEEN PHASES. M • PHASE 1 - NO NEW EMPLOYEES \ • PHASE 1 AND 2 TO BE DEVELOPED CONCURRENTLY. \ • NO OCCUPANCY FOR BUILDINGS I AND 2 SHALL BE ISSUED PRIOR TO THE COMPLETION \ EPIACE EXISTING 24" CMP \ OF ALL SITE IMPROVEMENTS IDENTIFIED � IN PHASES 1 AND 2. TM TWO 24" RCP'S. \ IPE TO BE PROVIDED BY V.D.O.T. \ DRAINAGE EASEMENT TO TOP=694.50 tv. = 690.60 - I AS NECESSARY S_ _ - . }j INV. (704.79) KATHLEEN M &STANBtY C. PETTERSON 54-A-81H RELOCATE EXISTING METER DB 816 P 1111 { KATHLEEN M & STANLEY C. PETTERSON ZONED: M1 T DB 816 P 1111 AS SHOWN I USE: INDUSTRIAL ` 54-A-81C I ZONED: M1 �' USE: INDUSTRIAL KATHLEEN M. & STANLEYY C. PETTERSON DB 816 P 1111 ` --`-----_,._------- ZONED: M1 M. (705.21) ----._....------------------ USE: INDUSTRIAL —_---------_.-- _ _.----------- -" �`-" __------------------- -�� BE DEDICATED TO V.D.O.T. \ CONTRACTOR TO PROVIDE LANE \ STRIPING PER VDOT REQUIREMENTS �1 1 EX, ME7AL SIGN POSTS l0 BE REMOVED I II I I r I I I MSP TO BE RELOCATED I I I I I =f `I THIS ENTRANCE I CONSTRUCTED COINCIDENT WIT4, BUILDING J6 � I I Ib ��I I A �Z i I 54-A-36A STR 6 MODIFIED ES-1 ! I FORT COLLIER GROUP INV.=695.90 I DB 766 P 73 ZONED. MI EX. CURB TO I I USE. VACANT BE REMOVED I I I I I I 00 INV =697,02 TO DOWNSTREAM DROP INLETS. * Cross slope to match existing TYPICAL ROAD WIDENING DE -FAIL N . T. S. E rj NO I[.- THIS SITE IS ZONED M-1. NO CONDITIONS OR PROFFERS ARE PLACED ON THIS SITE AS A RESULT OF CONDITIONAL USE PF_RM1T OR ZONING. NO VARIANCE R� ' APPROVALS APPLY TO THIS SITE. < NO ZONING DISTRICT BUFFERS OR SCREENS ARE RQUIRED. 7 NO WOODLANDS, WETLANDS, STEEP SLOPES, FLOODPLAINS OR OTHER ENVIRONMENTAL FEATURES WILL BE DISTURBED BY THIS DEVELOPMENT. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-81J ZONING MI CURRENT USE JONES & FRANK CORP. & STORAGE PROPOSED USE OFFICE & WAREHOUSE SET64CKS REQUIRED PROVIDED FRONT 75' 75' SIDE 25' 38.32' REAR 25' 27.23' LOT AREA 5.00 AC. AREA DISTURBED 5.00 AC FAR ALLOWED 1.0 FAR PROVIDED 0.21 OUTDOOR STORAGE AREA NONE OUTDOOR TRASH RECEPTICLES 1 MINIMUM LANDSCAPED AREA 25q 54,450 SF 1.25 AC. LANDSCAPED AREA PROVIDED 26Z 56,534 SF 1.27 AC PARKING LANDSCAPING: PERIMETER TREES REQUIRED 1/40' = 50 TREES PERIMETER TREES PROVIDED 1/40' = 50 TREES INTERIOR TREES REQUIRED 1/10 SPACES = 10.2 TREES INTERIOR TREES PROVIDED 1/10 SPACES = 11 TREES PARKING LOT LANDSCAPING REQD. 57. = 4,790 SF PARKING LOT LANDSCAPING PROV. 7Z = 6,680 SF NOTES: 1. THE INFORMATION .SHOWN HEREON 15 BASED ON AN ACTJAL FIELD SURVEY COMPLETED JANUARY 13,1998. 2. BOUNDARY INFORMATION 15 DA 5ED ON SURVEY PLAT MADE BY GREENWAY ENGINEERING, CO., INC. DATED JANUARY 24,1983. UTILITY NOM5: 1. ALL WATER METERS TO BE V METERS. 2. ALL UTILITY EXTENTION5 TO DUILPINC75 TO BE UNDERGROUND. 3. EXISTING SEWER MAIN TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION PROJECT. 4. LOCATE THE FIREWALL A5 REQUIRED IN SECTION 707 DOCA FOR BUILDING E, ALONG #1 AND #4. THE COMBINED SQUARE FOOTAGE EXCEEDS 12,000. 5. ALL UTILITIES TO DE INSTALLED A5 PART OF PHASE 2 BUILDING EXCEPT SEWER LATERALS AND WATER METERS AND SERVICE LINES TO EACH FUTURE BUILDING. LEGEND: ABBREVIATION DEFINITION CMP CORRUGATED METAL PIPE (11 SP CONCRETE 516N P05T F.F.E. FIN15HED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR INV. INVERT MSP METAL SIGN P05T SANITARY MANHOLE `B TELEPHONE K15ER DOX TVRB TELN51ON R15EK DOX WM WATER METER WSP WOOD SIGN P05T WV WATER VALVE WOODLINE IRF IRON ROD FOUND CONC. CURB & GUTTER E.P. EDGE OF PAVEMENT Cf�APH/CS04LE 1N FEET 1 inch = JO ft. W Q a � Z Q o ti 4 ct Q o Lu >- w CL O W OU �J o Q Q � � v;cri'�wo- LL-��c��z C, orcl- � z uj � o d CO CCCQ Q v, rn N N 0') a Q N N 00 �a o O N I L n4 M "t n •a � ao 0 > LL 00 a- � J it O • OD 3 W DIO tt > tit. IL �9 14 A , y�c 4 Z p Q C, w w Z y� (L" tiQ 40 PAVEMENT DESIGN 1.5" SM-2A 3" BM-2 8" 21-8 - �" SM-2•A 8" 21-B SCALE: DRAWN BY: RAM PROJECT NO. ` Bon 1 DATE, 9/18/98 SHEET 2 of 61 % NEW INV. OP= �95 i ___1REPLACE TWO 20"05" CMP'S 68895 WITH ONE 15" RCP 688 9,9 TO BE PROVIDED BY V.D.O.T. $a �6 'I I' STR 9 _ TYPE: N-3C (MOD) 54-A-928 TOO-492.17 COUNTY OF CLARKE, FREDERICK & WINCHESTER CITY INV.IN.=6�9.f69 DB 708 P 1 INV OUT=689.30 ZONED: M1 \ USE: REGIONAL JAIL \ WAREHOUSE BENCHMARK R.R. SPIKE IN WPP d ELEY.=692.62 �P STR 7 I TYPICAL OF'ICE/WAREHOUSE F p TYPE: V.D.O.T. SWM-1 TOP=693.20 INV. =690.00 DRAINAGE EASEMENT TO BE DEDICATED TO V.D.O.T. \ \I \ I I \ \ I \ \ I \ I \I 54- A-81 F TERRY L. WHITMIRE \ DB 679 P 83 I \ ZONED. M1 I USE: INDUSTRIAL I I I T VRB I � I TRB I TR81 eti Z I I I � I I ( I I I I �� EP r �CoC "Sk 3 0� AINAGE `� UII�i``� E��lti1jT � D RHO EMENT `s�,�T `� ` : �4p `���5p 4ii. ro e 2 JOINTS 10" WATER MAIL \ ` i -10 TEE 1-10 G. V & BOX 1-10 G.V. &BOX \ 1_10' PLUG 1-1 D x8" REDUCER 1-8" G.V. & BOX ry s—, rA nr PARKING CHART BY BUILDING BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING E 5880 0 5880 24 1 0 2800 2300 0 (NO NEW EMPLOYEES) 2 3000 6000 9000 18 3 2400 4800 7200 14 4 1800 3600 5400 12 5 2400 4800 7200 14 6 3000 6000 9000 18 E x i s t i n q Pavement TOTAL 18,480 28,000 46,180 100 REQ. PARKING 74 28 102 100 r_----- -- (1 /250 SF OFFICE, 1 EMPLOYEE PER 1,000 SF WAREHOUSE) H.C. PARKING PROVIDED 7 STD. PARKING PROVIDED 94 TOTAL PARKING PROVIDED 101 PROVIDE SAWCUT EDGE PHASING' • PARKING TO BE PHASED COINCIDENT AND T A CK C 0 A T WITH BUILDING CONSTRUCTION. • PHASE UNES ARE APPROXIMATE FOR 1-10" x 10" TAPPING SLEEK BUILDING PARKING. UTILITY PHASING & VALVE. TAP BY FC.S.A. COINCIDENT WITH BUILDING PHASING UNLESS OTHERWISE NOTED. • TEMPORARY CG-6 REQUIRED BETWEEN N, PHASES. \ • PHASE 1 - NO NEW EMPLOYEES \ \ • PHASE 1 AND 2 TO BE DEVELOPED CONCURRENTLY. • NO OCCUPANCY FOR BUILDINGS i AND 2 SHALL BE ISSUED PRIOR TO THE COMPLETION \ \ OF ALL SITE IMPROVEMENTS IDENTIFIED REPLACE EXISTING 24" CMP \ IN PHASES 1 AND 2. WITH TWO 24 RCP'S. PPE TO BE PROVIDED BY V.D.O.T. \ DRAINAGE EASEMENT TO INV. (704.79) " � �- AS NECESSAKY KATHLEEN M. & STANLEY C PETTERSON 1 54-A-81H RELOCATE EXISTING METER DB 816 P 1111 : KATHLEEN M. & STANLEY C. PETTERSON ZONED: M1 T LL D8 816 P 1111 AS SHOWN I USE. INDUSTRIAL I I ZONED: M1 54-A-81C USE. INDUSTRIAL KATHLEEN M. & STANLEY C. PETTERSON D6 816 P 1111 - - - .------ ZONED: M1 INV. (705.21)— —— -- ------- ---------------- USE: INDUSTRIAL -- ..-------_----- TOP=694.50 iNV.=690.60 BE DEDICATED TO V.D.O.T. CONTRACTOR TO PROVIDE LANE \ \\ STRIPING PER VDOT REQUIREMENTS � 11 \i �1 EX, METAL SIGN POSTS ` TO BE REMOVED I I I I I I I I I I I I I MSP TO BE RELOCATED I I ;I `I I THIS ENTRANCE I CONSTRUCTED . SOINCIDENT WITH ' o BUILDING J6 S, CD i I I 54-A-36A 42 FORT COLLIER GROUP STR 6 MODIFIED E 1 INV.=695.90 I DB 766 P 73 ZONED: M1 EX. CURB TO ( I USE: VACANT BE REMOVED I I I I I INV.-697 02) a� Q) > D C) 5.5' CC- �1.5" SM-2A L3" B M — `' 8" 21—B U0 -4 TYPICAL CHANNEL UD-4 & COMBINATION UNDERDRIANS TO DOWNSTREAM DROP INLETS. * Cross slope to match existing T YPICAL RL7AD WIDENING DE TAIL N.T.S. y� NOTE THIS SITE IS ZONED M- 1. NO CONDITIONS OR PROFFERS ARE PLACED ON 6_ THIS SITE AS A RESULT OF CONDITIONAL USE PERMIT OR ZONING. NO VARIANCE I d APPROVALS APPLY TO THIS SITE } ` NO ZONING DISTRICT BUFFERS OR SCREENS ARE RQUIRED. < ^ NO WOODLANDS, WETLANDS, STEEP SLOPES, FLOODPLAINS OR OTHER ENVIRONMENTAL FEATURES WILL BE DISTURBED BY THIS DEVELOPMENT. PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-A-81J ZONING M1 CURRENT USE JONES & FRANK CORP. & STORAGE PROPOSED USE OFFICE & WAREHOUSE SMACK CKS REQIR PROVIDED FRONT 75' 75' SIDE 25' 38.32' REAR 25' 2723' LOT ARFA 5.00 AC. AREA DISTURBED 5.00 AC. FAR ALLOWED 1.0 FAR PROVIDED 0,21 OUTDOOR STORAGE AREA NONE OUTDOOR TRASH RECEPTICLES I MINIMIJ14 LANDSCAPED AREA 259' 54,450 SF 1.25 AC. LANDSCAPED AREA PROVIDED 26Z 56,534 SF 1.27 AC PARKING LANDSCAPING: PERIMETER TREES REQUIRED 1140' = 50 TREES PERIME ER TREES PROVIDED 1140' = 50 TREES INTER10Y TREES REQUIRED 00 SPACES = 10.2 TREES INTERIOR TREES PROVIDED 1/10 SPACES = II TREES PARKING LOT LANDSCAPING READ. 5Z _ 4,790 SF PARKING LOT LANDSCAPING PROV 7X = 6,680 SF NOTE5: 1. THE INFORMATION SHOWN HEREON IS DATED ON AN ACTUAL FIELD SURVEY COMPLETED JANUARY 13,1998. 2. BOUNDARY INFORMATION 15 DATED ON SURVEY PLAT MADE DY GREENWAY ENGINEERING, CO., INC. DATED JANUARY 24,1983. UTILITY NOTES: 1. ALL WATER METER6 TO DE 1" METERS. 2 ALL UTILITY EXTENTIO 15 TO 13UILDING5 TO BE UNDERGROUND. 3. EXISTING SEWER MAIN TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION PROJECT. 4. LOCATE THE FIREWALL A5 REQUIRED IN SECTION 707 DOCA FOR DUILDING E, ALONG #1 AND #4. THE GOM51NED SQUARE FOOTAGE EXCEEDS 12,000. 5, ALL UTILITIES TO BE INSTALLED A5 PART OF PHASE 2 BUILDING EXCEPT SEWER LATERALS AND WATER METERS AND SERVICE LINES TO EACH FUTURE BUILDING. LEGEND: ABDREVIATION CMP CSP F.F.E. FH GA INV. MSP TRB TVRB WM WSP WV IRF E.F. ��Cr ; Or- �t Q C z_ Q d z p 2 G m z © z QQ z Q O Cr- 3 p Q( Z U 0 �viwww W �2CI_Cr W tL Q ? Z q m (n 5 d � d 0 5; 0 Q W p 0 ul > p Ln 5 � C w � Q Q Cu CC I Es N I 10 - L N N `1 OI 0 000 61 CID r� co c C \\ L C ad J to O 04.4 • a4 � C 400 PCto t ��� w �I��LLW o z oa O :� w �--:. O w �L L� Z o w 6 Cr d 3, �) 0 DEFINITION c !� CORRUGATED METAL PIPE Lk CONCRETE 516N P05T FIN15HED FLOOR ELEVATION FIRE HYDRANT 0- ® w Q, GUY ANCHOR w > ' INVERT o METAL SIGN P05T SANITARY MANHOLE TELEPHONE R15ER BOX TELEVISION R15ER DOX WATER METER WOOD 51ON P05T WATER VALVE WOODLINE IRON ROD FOUND CONC. CURD & GUTTER PAVEMENT D SI N 1.5" SM-2A EDGE OF PAVEMENT 3"' BM-2 9i9,4.PH/CSCW E 30 15 0 50 60 ( IN FEET ) 1 inch = 30 ft. 8" 21-B 2" SM-2A 8" 21-8 rIECEIVED OCT 2 9 2001 SCALE DRAWN BY: RAM PROJECT NO. 8001 DATI`1 9118/98 Z Qr J v W -ter (1F PI ANNING'��VFI Oor,��' SHEET 2 OF= 6 1 I CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for ail work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibilityy. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this worm and shall faithfully adhere to the permit conditions imposed. 6. All grading for Improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. A VDOT Temporary Construction Entrance Permit will be required prior to issuance of a Land Disturbance Permit. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the.period i which areas are denuded. Areas shown to be surfaced are to have stone base installed Tiec2N WMTI0bs4bW l6W*toblishing grade. No area is to remain denuded for more than 7 calendar days 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and s oging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be mocked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frome and cover be properly aligned with its meter box and yoke bar, 2) the frame and over be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The locotion of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the. cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to on existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 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 & Health Administration and VOSH Rules & 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 & 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-wayy. 6. If required by the local VDOT Kesidency 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 Vocal 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 road- way through construction and maintenance of a construction entrance in accordance with the Vira'n'a Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction 10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoreticat maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street n lit -of -way. At the direction of VDOT Inspector density tests performed by a qualified independent agency sha� be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-woy shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. r .�/ui.✓ur ,ov r ,.,�uuoiii/i y9�iiurcirrar�ii / r 4 $rtt�rre uu� � ail 4(co 1��3 co;VA a 7�� A TA(�p IN r� �� •�. /F11 I A4,413", 01/0 11-1 vie � �•� V. •III ��'• � � � � � 1 � � _ �� , IPA r. �` Vicinity Map Scale 1 "= 2000' SEPTEMBER 18, 1998 REVISED OCTOBER 22, 1998 gilbert w. dif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX: (540) 898-2115 & associates, • Land Planners • Surveyors 7 (,1 (!-� A 'i;)l x7 ine. 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 SITE UTILITY PLAN 3 GRADING & EROSION CONTROL PLAN 4 STORM PROFILES & DETAILS 5 MISCELLANEOUS PROFILES & DETAILS 6 MISCELLANEOUS DETAILS L6A ROAD STRIPING PLAN AND PHASING PLAN �S H OF AL D A. MISLaWSKY, JR. Z 0. 020674 Owner/Developer: 0. Everett & J.P.L. Spangler P.O. Box 2277 Winchester, Virginia 22604 (540) 662-7474 _tf 0G1+ - qg Approved by Frederick County Zoning Administrator Date Project Number 8001 REVISED 12-11-98 - PER F.C.S.A. COMMENTS Sheet Number 1 REVISED 1-19-99 - PER FREDERICK COUNTY PLANNING COMMENTS REVISED 4-16-99 - PER FREDERICK COUNTY PLANNING COMMENTS RECEIVED MAY 1 8 1999 DEPT, OF PLANNING/DEVELOPMENT of 6 A fJ PARKING CHART BY BUILDING NEW INV. Out= ssr�95 STR 9 _ OFFICE p_ BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING 0 TYPE: DI 3c (MOD) 54-A-92B E 5880 0 5880 24 w w m r TDP-692.1 COUNTY OF CLARKE, FREDERICK & WINCHESTER CITY Nv,68 INV.IN.=6�9*9 DB 7oa P t -- - 1 0 2100 2100 0 (NO NEW EMPLOYEES) E Q REPLA(;E TWO 20 z15 CNR'S ass INV. OUT=689.30 ZONED: All WITH ONE 15• RCP /"ks99 y USE: REGIONAL JAIL o 2 3000 6000 9000 18 o L`- �`� 0 BE PROVIDED BY V.0 T. a - a 3 2400 4800 7?_00 14 / �' WAREHOUSE c 0 -.__. --._ 4 1800 3600 5400 12 0X BENCHMARK R.R. SPIKE IN WPP 5 2400 4800 7200 14 `� 12 5. 5 o ' ryyf IRF `,� .de... s ELW �692,62 _j 6 3000 6000 9000 18 Existing pavement _o rJ. TOTAL 18,480 27,300 45,780 100 Li- GG- 6 STR 7I TYPICAL OF ICES WAREHOUSE REQ. PARKING 74 28 102 100 TYPE: V.D.O.T. SMOWI-1 _ _� Fp PORT'1 250 SF OFFICE, 1 (EMPLOYEE PER 1,000 SF WAREHOUSE) -�"-- (� , TOP=693.20 01 L / -- _ . __ , _ a a \ ` INV.=690.00 ' I o p R EH.C. PARKING PROVIDED 5 1.5„ SM - ? A �zj ` ,` �1F�5 f p S;� 13� ,t�� p �_� \ \ STD. PARKING PROVIDE© 97 3„ BM - 2 DRAINAGE EASEMENT TO E _ �nc�� , * TOTAL PARKING PROVIDED 102 BE DEDICATED TO V.D.O.T. I EMENT ``rFs�y �., ClMlr�Stij '� 01,Ni - t..�,� `` ``'� PROVIDE SAWCUT EDGE UD-4 TYPICAL . 8 21-B �sos�oToe,P ' �� _ �. PHASING: •PARKING TO BE PHASED COINCIDENT AND T,ACKCOAT CHANNEL UD--4 & COMBINATION UNDERDRIANS WITH BUILDING CONSTRUCTION. TO DOWNSTREAM DROP INLETS. �sr 2 JOINTS 10" WATER #Air 'sy 1-10° TEE �- --• PHASE: LINES ARE APPROXIMATE FOR I / 1-10" G.V. &Box � 1-10" G.v. &Box w---r....�. \ " " Crass slope to match existing --_ / `` 1-lOxB"REDO ER � ` -__ 1-10 x10 TAPPING SLEEYE BUILDING PARKING. UTILITY PHASING _TYPICAL ROAD WIDENIP' G DETAIL \I _CIO" PLUG �/ C ) 1-8" G.V. & BOX �.,� & VALVF. TAP BY F.C.S.A COINCIDENT WITH BUILDING PHASING N.T.S. x ,2 i ls•�, UNLESS OTHERWISE NOTED. 15 R.__ • TEMPORARY CG-6 REQUIRED BETWEEN PHASES. NOTE SITE IS Z -- . ARE PLACED THIS S ZONED M 1 NO CONDITIONS OR PROFFERS ACED ON 1 - THIS SITE A RESULT OF CONDITIONAL USE PERMIT OR ZONING NO VAR1ANCi I t • s 2 MAPLE ` '1� -` '` \ \ \ • PHASE 1 - NO NEW EMPLOYEES APPROVALS APPLY TO THIS sITE rl I ` W '• �s' 2 EX. INV.=689.95 ti \ % 2. MAPLE w Q '�, `.., \ • L � - �• \ PHASE 1 AND 2 TO BE DEVELOPED NO ZONING DISTRICT BUFFERS 0R SCREENS ARE RQU,RED. rl '� / / o z i-FIRE. �� CONCURRENTLY. NO WOODLANDS, WETLANDS, STEEP SLOPES, FLOODPtAINS OR OTHER ENVIRONMENTAL ASSEMBLY FEATURES WILL BE DISTURBED BY THIS DEVELOPMENT ©, o \ NO OCCUPANCY FOR BUILDINGS 1 AND 2 a I` /oSHALL BE ISSUED PRIOR TO THE COMPLETION N �, \\ OF ALL SITE IMPROVEMENTS IDENTIFIED \ I I I �' 'L" - _ L ' ' r'4SEWE� REPLACE EXISTING 24 CMP ti .. - . • ' � ': ' • - ' .. -. \ \ IN PHASES 1 AND 2. PROJ CT SUMMARY \ Z cArioP y - WITH TWO 24 RCP S. \ \ --E- F II _ coni PIPE TO BE PROVDED EY V.D.O.T. \ DRAINAGE EASEMENT TO IDENTIFICATION NUMBER 4-A-S1J \� TAX `� ZONING M1 \ I METAL roP _ _ 1..:�' :.:, ti �\ w BE DEDICATED TO V.D.O.T. T \ I I BUI �t P NERAGE tj CURRENT USE BONES &FRANK CORP. & STORAGE I I1�fii srAnoN rl -' \ PROPOSED USE OFFICE & WAREHOUSE \ I �, F � � �.'. •�, � \ CONTRACTOR TO PROVIDE LANE (IFFICE ;:. v T STR. '2 . :`� \ \ STRIPING PER VDOT REQUIREMENTS 4 \ E GE moo. \ I / wAREH0I,1S BUILDING TYPE: =, �. \ \ \ sy \ �I ( FF- I EXISTING ! �.%q TOP•= 4.30 \ 5_EiRA�KS REQUIRED PROM ;' �. �� 1h t STR 1 \ ��f \ BIB -697.Q0 BLOCK & ST STORY : ''': feats : , f..: _ Y INV 90.60. ' �, \ FRONT 75' 75' \ G. HFI I STUCCO ASPH LT. '.' RELOCATE METER BOX '� TYPE: V•D.O.T,.SWM i G ' i 1 i \ �- SIDE 25' 38.32' \ \ I OFFICE I PAT; G. ' :.. NEXT TO BUILDING - \ �� R 25' T-24 TOP=694.50 ,R \ I 90 F BUILDING ' I AR a T - \��, .=690.60 ��\ 2723' F \ (a4pNG AkfA , . F. E. = 69 \ \ \ I SI,�jlorv.150 ; 5: ON, \ \ \ 10 \ LOT AREA 5.00 AC. F ull j AREA DISTURBED 5.00 AC. \� STR CF11040 FAR ALLOWED 1.0 \ \ TOP-696.00 i CONC. \ WALK -`'" \ O�TS INV.=fi93�15 .. .. � • - f . FAR PROVIDED D 21 1• • .. � •� �' ' '�•' � `;, ` `\ OUTDOOR SrOR,4GE AREA NONE GRAVEL 1 ' \ - - - - _ - C `j� \ OUTDOOR TRASH RECEPTICLES i x'I BUILDING �crt . ; :. Z*,* EA �T� :. , \ \ . � � \ MINIMUM LANDSCAPED AREA 257. 54,450 SF 1. 25 AC. #1 2,100 SF t .' . • :. I�, a cam. 1S 4 0 \ \ o TORA (iE ;ANDS(APED AREA PROVIDED 26% 56,534 SF 1.21 AC 54-4-81F \ I \ :; ADDITION PARKING LANDSCAPING: TERRY L WHITMIRE \ BLDG. HEIGH - -� 7 V .:E �' �' `, j 1 PERIMETER TREES REQUIRED 1140' = 50 TREES DB 679 P 83 i ENCtOSE�D DU�lPS1FR WITH. OPAQUE ...� T 24 �oN :. pX , i _ �, \ \ : ! 1 PERIMETER TREES PROVIDED 1 40' = 50 TREES I \ FENCING AND SWIW GATE HEIGMT TO ZO P v ''NTERIOR TREES REQUIRED 1110 SPACES = 10.2 TREES ZONED M1 I I t OBSCNRE DUMPSTFR SEE -DETAIL . I ExrsnNc USE: INDUSTRIAL I �.. GRAVEL PARKING 1 \ ` 'NTERIOR TREES PROVIDED 1/10 SPACES = i 1 TREES AREA ` FORT LOl Ll�iz ESTA : PARKING LOT L4NOSCAPING RfOD 53: = 4,; 90 SF PROVIDE DUMPSTER PAD CHAw'1iNrc� - -; , rJRB I \ � IKH` 10' APRON - - _ ' . P,LN. 54-A-8 EX. METAL SIGN POSTS !t PARKING COT LANDSCAPING PROV. 19 = E,68i0 SF F{ ,.�, k`' I � , \ -1 _ . `c3 i LOT 5C 1 TO BE RROVED t \ -- _ TRB +�, '\ SHED i SHED; ' 5.000 TSB 8 A 5 I 1 NOTFS: >ti 9. STR 5 -DI-ft OUTDOOR 160,I 1. THE INFORMATION SHOWN HEREON 15 BASED ON AN \. t STORAGE : V[}01: SOP-696.50. INV.. _ PROPOSED DUPLEX GRINDER ACTUAL FIELD SURVEY COMPLETED JANUARY 13,1998. 4 L4TEPA(� rt - STR 3 DI 1 \ 6p' PUMP STAITUN (PRNATE) .1' I Z BOUNDARY INFORMATION IS BASED ON SURVEY PLAT TAP BY. F. C. S,A, © SEE SCREEN DfTAIi �pdN AIN i C - I _ \ 2" CE flf ' ' ; ' FENCE i TOP69J r • _.__ MADE BY GREENWAY ENGINEERING, CO., INC. DATED I .'\ M ,� �HEfT � FOR . ..' . �. SEE DETAIL SHEET 4 OF 4 � + , =699 _ x s INV. IN JANUARY 24,1983, (1 _ 4.LATERAt .GRA3s w r f I w ASSY1� W FF=701.00 ` i r ' I 1�_NOT�: ` T BLDG. HEIGHT=23.33' t. ALL WATER METERS TO BE i"METERS. x \ - SE'WFR MANHOLE' }.� 9Q'%;BEND r Z ALL U1ILITY EXTENTION5 TO BUILDINGS TO BE UNDERGROUND. ADJUST MH`R1lIi AS T NECESSARY P80VIDf S I CO I I I 3. EXISTING SEWER MAIN TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION PROJECT. MSP TO BE RELOCATED I \ �\ PAD:- CORE BRILL. AT TOP �,�'_ w I I I 4. LOCATE THE FIREWALL AS REQUIRED IN SECTION 707 MCA FOR BUILDING E, ALONG #1 ! .OF BENCH. o I1 1 } I AND4. THE COMBINED SQUARE FOOTAGE IXCEED512,000. 7,200 SF WAREHOUSE - - -- _ *REF _. _' .: c.� ° # 5. ALL UTILITIE5 TO BE INSTALLED A5 PART OF PHA5E 2 BUILDING EXCEPT SEWER LATERAL5 -F•F=70133 ' �_ _ vDOT AND WATER METERS AND SERVICE LINES TO EACH FUTURE BUILDING, C�. HEIGHT=23.67 _._ �, -_ CG--12I T:: t _ �+01.67- S " , . LEGEND: FF ... ...� 25 yT BLDG. HEIGHT=24 THIS ENTRANCE' I ABBREVlA110N DEFINITION CONSTRUCTED I �, �r� �. O \• ", ... .. .. . • COINCIDENT WITH• No Q I CMP CORRUGATED METAL PIPE BUILDING6 CSP CONCRETE SIGN P05T J. F.F.E. FINISHED FLOOR ELEVATION �.. �. o•.,...rn� I FH FIRE HYDRANT lobo L ,\�: • r TYPE; VDO : •! � • � I GA GUY ANCHOR A- I INV. INVERT # \ �( .• • � .. :' +r•-I �1 _ F OR T 5 A -36 a7 4C COLLIER ER GR OUP P M P METAL5iG N P0T ESSTR6M0DIFIED ►NV.=695.90 -_� I SANITARY MANHOLE ZONED: M1 TRB TELEPHONE RISER BOX I _ - -- _. - - __�- - - - - - - - - - -:.-' ^*! EX. CJRB! TO I ` c_ I USE: VACANT 8 - - - - - '� BE REM V15 0 S R BO - _ -25'. BRA --*� I -_ -- • - - - - - - _.. \- - -- - - --� -' I�GE EASEMIENT ,� PROP. I" WATER SERVICE ovEO. I I TVRB TELE I N RI E X � BY F. C. S.A. �, } I VIM WATER METER EX. 20' WAnR & UTILITY ESM'T RELOCATE FIRE - �` _ MSP _ _ HYDRANT '= WSP WOOD SIGN POST RIM=704.98 WSP MS�F INV.=696.1 „E I M INV.=zoo. °5J5A0' - -- wV WATER VALVE - �. - CSPo °CSP 1 IRF -. - - N42'S?42'W - ADJUST MN RIM GRAVEL -- -- --_ __ - - _ O METER BOX -- - - - - AS NECESSARY urvvib'"Md -- _ 54- a-fili E.P. ^�^ WOODLINE _ _� - - ^INV. (704.79) --_- - _ __ _ ._._._.- �� �__. - - KATHLEEN M. &STANLEY C. PETTERSON II IRF IRON ROD FOUND 54-A-81H816 - - - - -- -1 ---" - -_-- _ - KATHLEEN M. &STANLEY C. PETTERSON RELOCATE EXtST1hG MF7ER { oa ZONED: M11t ; I � --- a I As SHOWN W' - - - - CONC. CURB & GUTTER #i DB 816 P 1111 I USE: INDUSTRIAL -_--__•.- __ _.. u, __.-_ ._ _..__. _ , EX. 6' w� (Af'PR X Lt1cATIGN) - -- .� - -- _--- . --._ { 54-A-81C I �1 ZONED: Ml W - __ W d USE: INDUSTRIAL _- yy .--- ----� W _-- 00 - E.F'. EDGE OF PAVEMENT KATHLEEN M. &STANLEY C. PETTERSON I �� W __ _ _-_ - W "---'"--"" W ��-.._�I DB 816 P 1111 ----------------"-- INV.=697.02 ZONED: Mi INV. (705.21)'/� ----_,,_._.------------"--'------ - - '"- '-' - - ,•- - USE: INDUSTRIAL - _•- - -- - -- -' "'- fit? 15 0 ,jo 66' ( /N FEET i inch = 30 ft. PA'4YENT DESIGN J.5" SM-2A 3° BM -2 8' 21-B 2' SM-2A 8" 21-B m 3Q�oq ti Q w a Z � z�z m Z Z Q Q � �oCL_�a W q cl Z U U w U QQ�Q� v�Ww� ,1.u���� w W z uu., Cl- Q C) 0 p 0 O 5 w w d W I � 0 c�Npo� I IN 1 L� poll •a *56 ��. > V � O w CID at a) Cd UL ,C J o • 161 pmul w J 4 3 z m fW-h Sao LJ Lj N�Z Q 0w ° L) a yYW0 0 40 w Z �c W W SCALE: 1 ' = 30 ' DRAWN BY: RAM PROJECT NO. 8001 DATE 9178198 SHEET 2 of 6 \ \ \ \ \ \ \ \ \ \ STR 9 --TYPE: DI-3C (MOD) _ 54-A-92B '••'• ` ` TOP-692.17 COUNTY OF CLARKE, FREDERICK & WINCHESTER CITY 1N�s� INV.IN.=6t:W DB 708 P 1 95 INV. OUT=689.30 \ ZONED: M1 99 \ \ \ \ USE: REGIONAL JAIL ( t` \ BENCHMARK ,gey,JJrF` 'Hi. \ \ \ R.R. SPIKE IN WPP IRF - A ;y7 u / s ELEV.�9262 P. STR 7 ( ng 693.5G •... .. \ TYPE: V.D.O.T. SWM-1 _ „,., £P • ..,n w - TOP=693.20 INV.=690.00 I '�2 . pROL,� /� \ CLASS Al RIP RAP DRAINAGEESEff f0 NAGE `��a(liy/T BE DEDICATED TO V.D.O.T. MENT `. ,. `�M •. �� i ?'. '., \ T 'POND� To i' C 695. I f' 1, -r C 69J.15441,96, \ �\ 11D-4 OUfIEiS \ { ,�'.� 4_ \ ~9g \ ', • •., : " ^ \\ TIC 692.50 Tf A •.,,.4 IHv.=689 24 2., MAPLE STONE CONSTRUCTION ENTRANCE EXISTING GROUND 70, MIN, EXISTING - A PAVEMENt 5:1 FILTER CLOTH--"g• 16N A MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION 12' MIN.' 70' MIN. B f VASHtACK I (OPTIONAL) L- VD07 et I POSITIVE DPAINAGE C3URSE AGGREGATE B I TO SEDIMENT I TRAPPING DEVICE + MUST EXTEND FlJLL WIDTH OF INGRESS AND EGRESS VIEW OPERATIONPLAN _ FILTER CLOTH RElmuK..,tu LIJNl KLic LWAIN TKALL SECTION A -A 1T IN. I 10' MIN. \ PAVEMENT 10MIN. 3• MIN. 3• MIN. 2".1dA E 695. p .! £x 94 �- EX. INV.=689.95 SECTION B-B r W S / r` �q yp \ CLASS W=10 SCRIRCI: ADAPTED from 1483 Mo nd $condor for_g5 I erosion and Sedinx0 onk�l, and wa. DSIMC w 696 T� _> / \ ` \ \ \ \ �. �`� , '`• 1 Ego • \ V\` \ \ \ � { � �_-• ,�,+ ' • ..�. - -f r �15. ,6. �• \ \ \•\' '•• `� TIC ¢93.50 +••�« � y� � -' �-- r \ \ ES-1 AND EC- l CANOP Y I �^ cave. w PROVIDE ES-2 �. \ REQUIRED I �� META , � V { ,�C TOP - \� SEWERAGE -BUILDING #4 PUINP �Z4T,ON .OFF I 1WAREH .. BUI O�JS I;bING E \ E \ s, \ �` ► FF=G<9 EXISrIN onrE sr �\ f y\ \ ► I .� ��° BLDG 7 �0 BLOCIF & STDC CQ Y \ \ EI T=24 dFFICE lOILDIlVG =697.06 V OC41f PUUF 7A S lbn! plrYW I li #150 \ I • I I STR 8 D 16 P \ 696.00 CONC. INV.- ►� I WALK _-A UING 41 2,100'' I \ STORAGE ADD ITIG 54- A-81F H N TERRY L. WHITMIRE \ \ EIGHT-24'' DB 679 P 83 699.50 ZONED: M1 I ' � ( \ EXISTIr�G• f USE: INDUSTRIAL ., �� \ 696.50 (WA AREA CA IP + 696.15 sue°_ TR i 1 1 1 • j J EXIS G J ASPH LT I PAR NG 1 I AR A 1 1 T/ 698. :. �7. 65 I •••.( 7.15 / 1' 1 69725 Fq.T4LLIER E5TA 6971 - f3g6 _ _ • 4a \ F.I.N. 54-A-81 C 69 I TIC 695.45 '� 1 LOT 5C 695.70 5.00(�8 ACS t \ SOP=696.50 T iC , 01 iP1= Ey '• TIC 696.00 Af I l INV.- ` # 3 T/C 695.75 1 • l & 698. F ' ti \ .. - , . - C 701.50 STR DI / T C 695.65 { M e AIN FEN i TIC 698.50 / I 7 697.2T/C 1 1 - CE TOP=699y5 7b2 M=69, ;' TIC 700.50 S �o� S TIC 691.50 _ _ INV IN- 92 0 I T7C � 1- G R S S 1 } I - - 7o2.5q m 1 FF = nr•.01.00 T c I _ _. x .. T/�•V . � 69a 25 1c 70325 BLDG. HE�T---23.33 C 703.697 r MOD.=ES- i { T 703`§0 � EC-1 R I _ . �! fifilt�Ai- J - - -- , _ _ _ 6 - 8 _ I F/ 69 i PROVIDE SKID -~ 98 - 69 � Ln C1' C 6.50 { S •. . � CIO � -' MSP TO BE RE�OC \ �\ PAD. Diu AT 70P � BUILD�G �3�- _ _ - - _ � � � ---, 69737 - - I T/C 701.15 - _ _ cp I C 696. INV. 694.20 i H .. ........ i� 704.3 \ o -s 00.25 cF �VR�OE�..................:......«s......•. w►• FE •a• • r r TIC 704.25 4 ;� 7,200 ry©� 697 . �� _. - -L I T/G 7075 BLDG.HETH`f = �'�, _: ` - - I M 69 696.45I I _ FENc - Tjc 704.10 •� \ 6 `I A' I ` I I _ 24� _ _s THIS ENTRANCE ; • B HHIGHT - .,.� . �6 orpq�'' �5� \ ` ` 701(A- T C I701.15 - rn CONSTRUCTED 7 ••• COINCIDENT WITH, 's r �✓ `S �� TIC 70150 _ TIC 698.50 1J' S98;OQ. BUILDING6 l 70J.50 ' / \ 102.50 �\ \ r TIC 702.11 _ I 7 TIC701.50 75- 25 R 4 \ TIC 69�.30 ( 7 I I � I T 7C \. ,. Qp TT _ VDOT SWIG- C 698.05 •. � ...........:/ TIC 698.1 C 104.25 /C 031Q 1 6�B TOP 7.00 TIC 703.84 \ 69 INV.=6 .50 T/C 698.t�(? Z ` I 54-A-36A { TIC 703.25 NV 695.9P s 9780 `n FORT COLLIER GROUP •. •'••. •' STR DIE S-1 ,,,, �. a' �,1 DB 766 P 73 703.25 'Tj(`'703.•r5..... •� ..::. -.. _._ _ __ -__.4 .._ _. - •` INV. 695 90 I y - - - •:: D? _ I ZONED. M1 •1 I 25' BRL \ ` - 'E _ - - - - - - - - - - - T C 698.30 EX. CURB; TO I `'I I USE: VACANT I L _ f _ T/C 697 3� TIC 698. BE REY%tO. { j1 • _ - -- TfC -703Drr - l,4SS RIP RAP - _ t _ L - - - - -+- T/C 702.90 C & u nLITY M + { - 1 - r L=6 W=4 =_ a 98.5 0 703 98 - _ ° MS�P INV.=696.1 704 -- - - H -- _- • o - - - - WSP IRF - __ -- - ADJUST MH RIM wV ' N42'5742'W -- � ,t;RAvEL f AS -NECESSARY !�50-811 k P 1 4704.79) •: _ - - -- - - - -_ -- ! KATHLEEN M. C. PETTERSON ' :_ -- - 54-A-81H 3.' DB 816 P 1111 3 } a ............. - ^• -- KATHLEEN M. & STANLEY C. PETTERSON ZANELl.1d1..........•.......... � -- _ CL. DB 816 P 1111 ... •J• ... � ...... " o.PPRt?XJ • T") _ USE: INDUSTRIAL -_ W- '...................................... .ZCIN`0.•b11.................... •i�• __..._.�_ ..Et( •W/M• •(--- Yi 54-A-81C �.................., USE: INDUSTRIAL - W W ep IrRTRLM'W..'X'SYXNLLY'C.PETTERSON.• .. '� W - ~ _ Af _ DB 816 P 1111'---------------- - - - - ZONED: M1 INV. (705.21) lj/. - - _, - _ _... - - - -- - -•- - - '-' •INV.=697.02 USE: INDUSTRIAL - _ - _ _ _ - - - -- -- -- - - _--_______-------____ !.OFf Ill.: .WRI1/CSOWE VI r ••••. •'JO 15 0 30 150 ( /N FEET 1 inch = 30 ft. \ DPANAGE EASEMENT TO 696 5 ' 96. 1191. r50 BE DEDICATED TO V.D.O.T. 96.35 EC-1 REQUIKEA, �._ � STR 2 �? PROVIDE ES-2 \ \ S TYPE: q 6 725 TOP= 4.30 �� \� STR 1 •\ \ \ INV 90.60 r TYPE: V. D.O. NWM-1 697.)3,� ` \ TQP=694.50 ••, ,� ,,• ,� GRAVEL �Gl ll Us�r 6g4 \ \\ \ EA /C 696.85 69806 ki+ / `'�• \ \ a 1 , \ •••CHAIN UN - --, ` J K FE •. 698.30 I t / J 05 STR 5 DI-1'•- Plate 3.02-1 Iulveri �Iummor SILT FENCE CULVERT INLET PROTECTION � ENDWAU OfSTANCE IS 6' MINIMUM IF FLOW IS TCANARO EMS4WMENT L FLCIW OPTIONAL STOVE COMBINATION h� F-OW •VOOT #3. /357, 05• 056 OR 057 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE • WHEN MOH VELOCITY OF FLOW IS EXPECTED - SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PIPE OUTLET CONDITIONS RIP RAP APRON SUMMARY CULVERT -19-_ TINE_ Ci 10 CLASS Al 1-2 15 CLASS Al C6 10 CLASS Al C8 2 CLASS Al PLATE. 3.08-1 _- I ado (MIN.) PEPE 0I TO WELL DEFEM CHANNEL PLAN VIEW 7w. mow 1 w • w • SECTION M7= CLOTR mff IN. I n 1 u I= ERWIN, I NOTES: 1. APRON LDCM WAY BE RIPRAP, GROUTED F131PRAP. GABION BASM. OR CONCRETE. 2. Lm IS THE LENGTH OF THE FCFRAP APRON 1 11 3.16-4 LESS THAN 6 WCHIS U. nawr Culvert Inv. In Inv. Out L(ft) D(in) B(in.) Number S(%)_ Type 1 690.60 690.50 15.0 15 0.67 RCP 2 690.60 690.30 15.0 24 2.00 RCP 3 691.90 690.60 130.0 24 1.00 RCP 4 692.50 692.00 165.0 18 0.30 RCP 5 694.00 692.00 195.0 15 1.03 RCP 6 695.90 694.20 75.0 14 23 1 2.27 RCEP 7 690.00 689.60 8.0 15 5.00 RCP 8 693.75 693.25 53.0 1,i 0.94 RCP 9 689.30 688.95 44.0 15 0.80 RCP _ 10 689,60 689.24 50.0 24 2 0.72 RCP torm Inlet summary, ono Sump imeT ueptn ana Spreaa calculation Str. No. From D(1O)cfs Inv. In Inv. Out Inv. In. Top Elv. Type Throat ft 1 C 6.85 690.60 690.00 - - - 694.50 SWM-1 --- 2 D 2.13 690.60 690.60 - -- 694.30 DI-1 - - - 3 E 4,01 692.00 691.90 692.00 695.25 DI-1 --- 4 1 13.73 692.50 692.50 - - - 697.00 SWM-1 - -- 5 G 4.33 --- 694.00 - - - 696.50 DI-1 --- 6 H 10.00 695.90 - - - - - - - - - MOD. ES-1 --- 7 A 6.00 690.00 690.00 - - - 693.20 SWM-1 --- 8 B 2.78 - - - 693.75 ---- 696.00 DI-1 --- 9 X1 2.67 6896 689.3 - - - 692.17 MOD. DI-3C 6 10 --- 35.83 689.6 - - - - -- - - - ES-1 --- uralnaae Area JUmmar DA Areo(oc) C CA T(c)min i 2 in hr i 10 in hr 0(2)cfs 0 10 cfs X1 0.49 0.8 0.39 5 5.4 6.8 2.12 2.67 A 0.64 0.8 0.51 5 5.4 6.8 2.76 3.48 B 0.43 0.95 0.41 5 5.4 6.8 2.21 2.78 X2 0.72 0.9 0.65 5 5.4 6.8 3.50 4.41 C 0.64 0.9 0.58 5 5.4 6.8 3.11 3.92 D 0.33 0.95 0.31 5 5.4 6.8 1.69 2.13 E 0.62 0.95 0.59 5 5.4 6.8 3.18 4.01 F 0.52 0.95 0.49 5 5.4 6.8 2.67 3.36 G 0.67 0.95 0.64 5 5.4 6.8 3.44 4.33 H 0.17 0.8 0.14 5 5.4 6.8 0.73 0.92 1 0.17 0.8 0.14 5 5.4 6.8 0.73 0.92 1 0.71 0.9 0.64 5 5.4 6.8 3.45 4.35 PLANTING SCHEDULE BOTANICAL NAME COMMON NAME MIN. SIZE AT MIN SPACING QUANTITY TIME OF PLANTING ZELKOVA SERRATA CREENVASE" GREENVASE ZELKOVA 2« CAL. 0 6' HIGH AS SHOWN 61 j ILEX CRENATA 'HETD" HETZ HOLLY 36.' HEIGHT 4'-0' O.C. 84 Cr > CrIC c)Q G1DI Iq .O Z o 0 w 'd- O O L') Z Li. z LJ 0 I`'I 0_ Z a, a 0 n no0 SCALE: 7 =sU DRAWN BY: FT'AM PROJECT NO. 8001 DATE- 912/98 _ SHEET 3 of 6 S -.orm Inlet Summary, and Sump Inlet Uepth and spread calculation. culvert Summar 1C 65 6� 0 TUM ELEV 684.00 0+00 0+60 1+20 1+80 MV1_RT 2 - CUL VERT 4 2+40 3+00 FOND B • SWM-1 DRAINAGE STRUCTURE CONCRETE COVER FCF 'DETAILS SEE - STIR Dt-7 HINGED GRATE GRASS LINDRGS FOP OF CAUM • 695D0' AND COULA` SEE DETAILS /TOP CF SP[LLVAT• 691.B0 � O O O O Embankment to be placed aid compacted in 8' lifts. _ / No toppsoil, organics or stones greater than 6' lmeter / shall be used, Material shall be compacted to 95% of \ maximum density at plus or minus moisture, optuwm moisture, 3 C� I 2 I - 15.W - 15' RCP B 067% - .-- - - j / 1 RAND OR SQUARE INV. OUT 69650' - -- - - - - - - - - - -CPENING i1gWCH TINE VAL4_ I ®CEO - I ®CLASS At BE TO FD.I SWM VN DRAINAGE - AGE IL- - - - STRUCTIBRE TO INVIIRT OF OUTLET PIPE SIDE VIEW FOND C SWM-1 DRAINAGE STRUCTURE HINGED GRATE DRIVEWA' TOP OF DAN • 698.40' AM COLLAR SEE DETAILS TIP OF SPILLWAY- 697.Bb\ Embankment to be placed and compacted in 8' lifts. _ / No topsoi, organics or stones greater than 6' diameter j shall be used, Material shall be compacted to 95% of maximum density at plus or minus 2: optimum moisture. 3 -_ 163.0'- 10' RCP B 0.3'[ - -- -- - - -- - 1 ROUND OR SOAARE TO STR 3 i/ It' MAX. OR 6' MIN - INV. OUT 69-0' / -- - - -- --- - - - - - - -- - - - -- - - - - - - - - _ - �[B'ENING 2ROUCH THE VA4 I®� O ®C_ASS Al RtWM N BE USE I - TO FD_L SDRAINAGE E- STRUCTURE TCI INVERT OF OUTLET PPE 3' 01! -36' PIPE) -1 7-6' (W P)PE) SIDE VIEW At Al 2 6 )ATL/M ELE 69000 Str. No. From Q('10}cfs Inv. to Inv. Out Inv. In. Top Elv. Type Throat(ft) _ 1 C 6.85 690.60 690.00 - - - 694.50 SWM-1 --- 2 D 2.13 690.60 690.60 --- 694.30 DI-1 - - - 3 E 4.01 692.00 691.90 692.00 695.25 DI-1 --- 4 1 13.73 692.50 69250 - - - 697.00 SWM-1 --- 5 G 4.33 --- 694.00 --- 696.50 DI-1 --- 6 H 10.00 695.90 - -- --- --- MOD. ES-1 --- 7 A 6.00 690.00 690.00 --- 693.20 SWM-1 --- 8 B 2.78 --- 693.75 - - - 696.00 DI-1 --- 9 X1 2.67 689.6 689.3 --- 692.17 MOD. DI-3C 6 10 --- 35.83 689.6 --- - - - - - - ES-1 --- PROVIDE TE`1P'Y 6' ORIFICE AT 692.0' PLUG FOLLOWING SITE STABILIZATION MARK HEIGHT OF STRUCTLFNE. IN BLACM--� VITM 4' HIGH NUMERALS AND V VIDE MOPIZOWAL STRIPES AT F INTERVALS FROM TMI ERT OF BASIN CALL VISIBLE :IDES) 4 - METAL ORIFICE PLATE J rBOTTOM OF STQtHVATER MANAGEMENT BASIN 'j_DEBRIS RACK MARK HEIGHT OF STRUCTURE, IN BLACM- VITN 4' HIGH NUMERALS AND V VIDE HORIZONTAL STRIPES AT 1' INTERVALS {INCH INVERT OF BASIN (ALL VISIBLE SIDES) METAL ORIFICE PLATE [SCITTON OF 1101iNWATl7R MANACAMENT BASIN 1-DEBRIS RACK a __R T 5 CUL VE' STORM SEWER PROFILES FRONT VIEW (DEBPIS RACK NOT SHOVN) I I 3 -� �F I FRONT VIEW (DEBRIS RACK NOT SHOVN) TOP • 694.50' CLEAN-DUT DEPTH-125' CBgFICE PLATE INV,- 698.60' DIA• 4.0 IN TOP • 697,00' CtffICE RATE INV.- 6m,w DIA• 16.0 M n i 690 DATUM ELENV MMKIII _ Culvert Inv. In Inv. Out L(ft) D(in.) B(in.) Number S(%) Type 1 690.60 690.50 15.0 15 0.67 RCP 2 690.60 690.30 15.0 24 2.00 RCP 3 691.90 690.60 130.0 24 1.00 RCP 4 692.50 692.00 165.0 18 0.30 RCP 5 694.00 692.00 195.0 15 1.03 RCP 6 695.90 694.20 75.0 14 23 1 2.27 RCEP 7 690.00 689.60 8.0 15 5.00 RCP 8 693.75 693.25 5-1 15 0.94 RCP 9 689.30 688.95 44.0 15 0.80 RCP 10 689.60 689.24 50.0 24 2 0.72 RCP }� DATUM ELE I 689.00 1+80 0+00 0+60 CULVER T 6 POND A SWM-1 DRAINAGE STRUCTURE CONCRETE COVER FOR DETAILS SEE ST'D DI-7 HINGED GRATE GRASS LINING iEB�67',i00 MID COLLAR SEE DETAILS 0+00 CUL b'ERT 8 TDP OF SWILL VAT• 693.5 ,d 0 „11 O,•O„O••O,•O„O„O„O�O_ Embankment to be placed and compacted In 8' lifts, _ No topp__od, organics or stones greater than 6' diameter ( I shall be used Noteral shall be compacted to 957. of maximum density at plus or sinus 27 optimum moi5tur 3 _ 2 as - 15• PC a sox \\ - - - - TO STR Il I ROUND OR 6610 HIM - - -- -- - -- -- - - - - - - WV OUT 689.60' - - - - - �11PENING THROUGH THE W I I® O T ®CLASS AT RIPRAP TO X USE - TO FILL 'VM DRAINAGE - STRUCTURE TO TNVERT OF OUTLET PIPE SIDE VIEW AI PROVIDE TEMP'Y 6' ORIFICE A7 692A' r PL°JG FOLLOWING SITE STABILIZATION MARK HEIGHFT OF STRUCTURE, IN BLACK--^ WITH 4' HIGH NUMERALS AND V VIDE HORIZONTAL STRIPES AT V INTERVALS FROM INVERT (IF BASIN (ALL VISIBLE SIDES) y METAL ORIFICE PLATE `- BOTTOM OF STORMVATER [MANAGEMENT BASIN 'I -DEBRIS RACK n GRAPHIC SCALE 30' 15" 0' 361" 60' 1 INCH s 30 ft. HOR/Z. 1 ; NCH = 3 ft. VERTICAL FRONT VIEW (DEVIS RACK NOT SHO%M) TDB' 69320' CLEAN -OUT DEPTH•125' ORIFICE ELATE PIA- 4.0 IN O Q) O EZ SCALE: 1 "=30 ✓ DRAWN SY ,l. D. S. PROJECT NO, 8007 DATE: 12-10-98 SHEET 4 of F 69( 7 684 68( 170 _ I700 ` 697 694 691 a 688 oc 685 0; �O t\ W 3 0+60 1+20 1+80 2+40 3+00 3+60 10" WATER MAIN PROFILE 703 1 2' PRNAT roRCE MAIN O z Z QZ � ti a ao N N tt7 Cl- + +01) ti= O O CT� op� !o1- Q>�. V- 00 O O O C CY) Q � LO Cp CD 0+00 0+60 1420 1+80 2 " FORCE MAIN PROFILE 2+40 700 697 694 Cl- ti 691 W Z " 688 R 0 685 er: 695 692 689 683 C 680 0 01. I� 701 I 701 I t� 84 WATER f�— C w � � m 0 l rn m U `t L4 LaJ — U <r * L O W OJ CD N ace �t <� 'T hp v r\ O� 0+00 0+60 14-20 1+80 2+40 8 " WA TER MAIN PROFILE trench width j as r fired --of 4 6" dia. scneduie 40 ' steel pipe filled wP 3' • - concrete and pointed j 4 yellow 7 ti \ 2 18" cia concrete encosement concrete thrust blocii it BO-LARD DETAIL clirection of setti,'g to be approved prig to installation as reg0red (concrete poi 1'-6" sq. x 6' deep min. - 6" max.I II � stone I stork to be menimuri of ri° above top o/ b - � �-megWags FIRE HYDRANT ASSEMBLY Figure 9 screw type adjustable valve box —locator peg mechanical joint swivel tee with 6' bronch C4REFLU K COMPACTED SELECT Ei4CKF/LL VE Hvr,R£G4T,'- STANDARD NOT TO SG4LF TRENCHING AND BEDDING DETAIL METER BOX and COVER METER BOX (See Note) METER 80X COVER 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non -Traffic MC--,30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frome) WITH RML-12-T (Top Lid) Note: 1 /2' thick po"thelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4' with op 6 pointed blue meter cover set 2" above /-fin grade prior 18' vanes as required - to soddinc corporation ,o. stop —r 3' stone beadingiti I ter by F C S.A ") A. surrounding box —meter lose ` -anglehock valve 36"min. ( with druin valve u 8"min grille yak ' bdil valve typo K copper j— tubing, continuous --- water without oints from 2 k main to meter — mom 6' stone bedding setting as required — curb do gutter — Street METER SETTING PARTS - transition to meter line size meter size Yoke angle yoke built vdve angle check valve expansion wheel 3/4 5 8'x3 4 Y502 BA94-T23W HHCA94-323TD-f EC-23 1' 3/4' Y504 BA94-344W HHCA94-323TD-G EC-23 1' I' Y504 BA94-444W HHCA94-444TD-G EC-4 INSTALLATION NOTES: sidewalk 1. Exact location of meter box assembly to be approved prior to installation. - 2. Water service crossing street shall be ,c I" type encased in 2' do. SCH40 PVC or MI ° i copper SDR21 piping. The piping shall run from 3/4" type K , one foot beyond sidewalk, across the copper for street, to one foot beyond sidewalk. single meter - installation 1'x3/4' wye DUAL METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 — APRIL 1997 AMENDMENT NO. 3 — OCTOBER 1998 r 3+00 GRINDER PUMP TYPICAL PERFORMANCE CHARACTERISTICS 698 695 692 689 686 e.: 5' Min. Pavement 5_Min. 7sond I -- if �-- casing Pipe or artier pipe `— spacers - 3 sets bricked tunnel liner per pipe length. ' up ends NOTE: 'Separation of carrier pipe 'Tom casing pipe sfxrb be by elder. 1. pressure treated lumber fastened to piping by stainless steel / strappng; or 1 2. manufactured steel and/or plastic casing spocers ( 4' width SECTION * 4' SIZES REQUIRED 24' IATIER PPE CI151NG PPE 1MKl DK 0 DW 0 " l� * hefg)it con be adjusted to otitan correct percent slope tU 20 375 TWBER SKID WE R Sri (ATEW a) Casing pope siw11 be SCH 40 PIC or SDF 2 b) 2' &mjeter pipe for 3/4' & 1' service fries c) 6' diameter pipe for 2' service lines d) no spacers or sand fill to be instated HIGHWAY CROSSING Figure 3 AMENDMENT NO. 2 — APRIL 1997 4' Post 2'x 4' Secure with 2' �' r2. tM Nemin+n Nlia 0 W eir /' Pod \•- Pr a Pat I� 4' %ft > III tart Hale db I Part pry Wcab Itr ad I fiat grF e.aa- sail flrorall/lijr tali calcnb W and Sol to tar * V" POSE SET IIETi� Sock : 1' • 7 SCRW HM UTAI, _ GRINDER PUMP MODEL GP214 INLETS) 4PVC SOCKET FOR SOLVENT WELD DWV FITTINGS ( NOTES 1 S 41 7—RATING PLATE §WN SIDES ELECTRICAL WIRING N (NOTE 2 Be) L42 i 0 -�— 27 \ (91 6-32 SCREW STAINLESS STEEL 11 I12) I/4 -20 HEX HD BOLT e.4 I STAINLESS STEEL BREATHER + + ae KLe MIRING COVER % IW CARBON STEEL W a �XY 44 s.o FINISH (NOTE1TH 5 ) COVER n FIBERGLASS REINFORCED 40 s2 POLYESTER (FRP) WITH POWER LEAD 3e STEEL ANGLE FRAME 36 MOLDED IN GNAL LEAD 61 0 34 a INLET HIGH LEVEL ALARM 30 6g W W INDICATOR LAMP ASM (SEE NOTE 7 ) 2e 26 W LET(S) W se p= i 24 22 Q 43.77 BREATHER CHECK VALVE ASM 20 S 46 40.00 a 13.75 ADAPTER 6 MOTOR 1.25 MALE NPT 4 ss� (NOTE 8 1 3.0 2 FACTORY SEALED I 0 2s JOINT-- -'�' 3 .2 1.25 e nt '� '0 DISCHARGE 6 4 -�-{ r2� PIPE (HARD DRAWN COPPER) OJ 32.0 TURN -ON CHECK VALVE o z 4 6 e 0 12 w Ie a 20 LEVEL NOTE 3 9 ANTI - 28.0 ON SIPHON VALVE DISCHARGE 10 -gpm) ASM ANO 14.0 PUMP P, 'WATTS . 10-21.: (AMPS AT 240 VAC) SEE PUMP CURVE 112.0 PERFORMANCE CHARACTERISTICS PRESSURE �EASTAt; 24.0 UPFLOW INTO GRINDER AIR BELL TANK GRINDER FIBERGLASS REINFORCED POLYESTER(FRP) ALL CUTTING ELEMENTS ARE NOTES: HARDENED HIGH ALLOY STEEL 1 Can be adapted to any system of DWV piping dictated by local codes Including cast iron. copper and non- 7 High level alrm Indicator lamp assembly furnished on metalllcs. wall plate 2% x 416 inches Fits standard wall box (by 2. Use Fittings appropriate for wiring material which should others) Irfffall at most obvious location on premises be per applicable codes All fittings must be water-tight and connect ow wiring diagram in Installation 3. Exact turn -on level depends on m-flow rate during time instructions Audible alarm (not furnished) may be delay interval after pressure switch closes. paralleled wwth circuit Lamp signal circuit contact rating 4. Interior of tank (wet well) Is vented through Inlet drainage is 15 amp II 120 vac piping per Installation instructions 8 One horsepower, single phase, capacitor -start. induction S. Cover Is suitably gasketed and bolted in order to make motor with integral automatic reset thermal overload weather tight protection 240 volt. 60 hertz 6, Ten feet of type OF cable prewlred and connected with 9 All dlmensiafis are in inches Do not scale drawing water -tight wiring connections. is prowled for both 10 Soeclticatiom and drawings are subject to change power and signal connections Other lengths Of without notice. materials available on special order See note 2. _nvronmenr -ne CORPORATION PROTECTING MAN'S ENVIRONMENT co 2F I-- O rn W z � M z � 0 5 a N o z O Q Y 4 4 w V3 to U_ L': LZ Cl- q � o CL: cn CT) a) 00 Cn • 1 c11 O� Q CV 0 cal 11 I Qr- CV w'7 ++ N (' w ••O� � � �1 .p1 OD w A FF�GIN IA a \ 0 --u , O Q LAJ ��W LJ _ UOZ - Li Q a N O W W O 0 t W%O0 _ q w O q � wo w O O Q SCALE: 1 "=30' DRAWN BY: SA PR0JECT NO. 8001 DATE. 9 2 98 SHEET 5 of-6 0 Snip. •• to be wo.Ided .Il.n H n 4 0, w— .- 2, NOTES Ford". r Sid STA • ! 7-0r eeeo fipw e•1t..nan dw•h IM b N q' For graaw corn uee w Standard DO IA R O R ' IY hint when specified m own rrlt rnvf•r Is to be fMtxa m acorpwKe rllh Stprdprd l�n 15- 1 i K raft pl N A N N A r • - ',•pooh Ago /IAnnhrng ono ebring dl Irale,os Iretlp.ntal to the A c c a6e,a7e,w • iu J f 'iF1 F F • If" • ee6'i.Yer fhOO"'• �+ b r Intruded rn tti wee ore la the drat -- it i1hi -- IY-i3--hie 2,' �nkt comptts N N IV A . 1 TM1 INm Wntat be oe"o l 0, Cafl m dot• An cwI rn att co—ehe to be CbN A Fp w-a,, L'e, Sea Sneer 10303 The )I wmerwwn Shen on ere Sloraords ono spec pled an the 0ture .ill be me OswN from IM rrgert of the oul- SFCTION A -A rat ape b Chia lop .1 ft. ,l ucturt Plpn -N d—.,,Ms i Orl opw.1-14 wrlr for Z""""' eur Poets oA fM j atuot eeneneroM W11 be ft=, ed by the cowonor f from field conahonf PLAN e 4 . e-Shown D—ft Q operax l2' CONCRE-TE OUANTITIES FOR MIN DEPTH h "N "'"1 r n"t a eIe a,nb °,pt a rye •'r.' I6rate Reltlpa0l C-C to be placed et all ores odiecMM the bw.Pn d tiv strucrve. We n.•t w tti Selene* 4, weep hoe .Ilh 12*. 12 pb•rc llwdeate to oWtrq mretete to prevent 12-cover POt-Id4p Cu Td►Concntt tfaxl be llwed.Ith corr•rt mole bwenw4 staldtq Cloth Zvi mien or gwvwered steel erne, setlWerttent IS -core Pq- :.S2e GI Tdf rmcnte P Vortex of .era tr the 0—hiie Th. poet la m.wr•m .re did O 03 torn. nixnOw 4 e1 Wit w dwele a 2•.4 nwd may N b tone Stet - 1620 Cu TdV CwerJr ererl rAroSeq dl•t be tidrbd n M Pea bid ter mesa Irwdeate aah a hW" twmly to Provided_ See 9ald rd T-Dr 3,4 24-ant Dye- Us I? Ca Tb mrereN IM fvutwee outside at etrltct»• alternate doevi Add 0 4" C. Ala per odrsthold fllat of eelet. f SEC TON STEEL SECTION CAST IRON - 2 Y 2-6'-- NOTES L2 } a 2✓!�e �- r- 3�-•I •t�v Lase to be I �� � / I cast eth cater Airy wNrnere method. of enchormp, Cmeetn0 rh..pfirowof of the Erip,neer, ` rrntt rQ1 rQnI1 Q rrQ11 FQI Q Q Q 3 - t be tYahl"ttd Ile oy Cast r phi wN0 43.A10► 66l3 M. t`.._. &ptRtbt _ U��IIQ 11 II���I � Y wpf a anon Mraon eDil COIIw�t~ L.W. �� �' q u I I 11 `I tf vSTEEL1010011 CAST 1 �QOQ�OQQQO���� J.1 }.+ SnrSteo, If- 4" Nee I{ -I I- II I•• T 2 -IIIr- ,. tw..tltee. --- ; JAz SECTION C-C T4 APPROXIMATE WEIGHT SECTION B-B DIMENSIONS FOR CAST IRON ONLY tort vM Gnatt 363 ! IB It. DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLET REFERENCE f2t-9 PIPE MAXIMUM DEP-fH(H)■IOC 233 VIRGINIA DEPARTMENT 302 10401 TRANSPORTATION - __ END -SECTION 12"-60" PIPE end M-tbf aA-set lions DIVA or, that and-s•coons - --- E Concrete to be 4000 PSI Min PLAN IC a.,B - 3r epr w flNl lad is T A i- — D - -I SECTION X-X END -_SECTION DIAM A - 8 C D E 12" 15` 4" 6" _ x-0" V_ 0" 4- d z- 0" 2'-3" I'-9" 4'-0" 7-6" 147— 3'-7" 24" I' T " 6-I " 5-0" 36" I'-3"_ 5' 3"_ 2'-10 "_ 8'-I " 6' d_1 41i" 2 0"1Fo z' z e z" r o" 54'I 2'-3 5-5 2'-9j" -4-2 !, 7'' 6" 60 2=n 5-0 3_3' 87- 8`-0 ALTERNATE END -SECTION 12"- 60" PIPE ES -I Nub . hill an o aid ant -foci w s Spot end an tldtl •Ad-MChde" - E Concrete to be 4000 PSI hem PLAN �•— -- C ---+•— 8 — . 1 _L SECTION X-X E140 VIEW • y• -- NOTE Poo lemille »aien M plane one bored on Erla Section daagn Mown on the left If the cMlroclor eNcit 10.14 the niterh 1. design shorn M rd1 N reduced by the niffere SLOPE DETAIL ce the difference a OimMUM 'D" SPFCIFICATION LFERErdcE 302 FLARED END -SECTIONS FOR VIRGINIA TRANSPORTATION CONCRETE DEPARTMENT PIPE CULVERTS --- 04J-srre•n a..e• a gores 12-C-C 19MeecN «&I «•N Ilya•a Shoot I of 2 ..Pwry [.ncrle N.rh.r. M1111m•el In ewa dpi•ae a 2•• 4-naleh ma N woaaa see 91aMord T DI. 3,4 eltrrn•N a t}tst. Ga.am red � fa eetmN of Iael Frame B is o.0 GalvarecM Prato rN Nrt � .4. SW'it iC-2 M an oriole or 6e•30'ondf to Were C N txrcllare0 rim }'t 4 end eaev l ' li 1 fin r t comectae inidia N Nm pate T' 4-' } . rove •w .ire». lo, • l T •W1t 1• wip .r •n m 21 c • ' I Tya A Type e s•0" it<teOSf DETAILS • itw • 1br'at cew_J_.-litiwve A E•Senu«i Jam If wet I• cwetruclN a elate C.re or .a. welom c.b, GunerIs 1. be _trod( aa•U PLAN SECTION 8.8 l-vetwW-Clete 20' Aral I�•tltiel Sent. Nre a t I w Ili • e 0 lie r �•. �' - AaweeG rrl• weNed a.trt i i CO- 2 - - - -a 1' pwm•I•, 1 I Well, M p -' •Ne „sat Tp• a MY a.w e• u—.1e5,1pf 1 Norarore cloth •01t« M ) a CG -7 Leteeb I l l w4.0 ale CNN I 0 ell FRONT ELEVATION T.e�`cc_ 2 a ca`6 "»r"`i es... ! Now• •erteltie r leeeer 40 w owl« N tie Veal• rM eer«r or rM ant rO• c•D• f n.pn« •hen lM eple.i 1. ww..i•rr tie wrw eNw T • • ' • • fa Ir1p arN„..w A d • a roc are. M +i.erl a rM .rr.iclurt Y Iwo•«rmN al A.r .,1. 17-• li ►Net. awMle 1 Sid tT-I alriele eiorrw atenOrM . _« j r ti l % �--I More• Sr•Mo•e wyr• may M cen,h"crfa •gym con r l "clove The coal r« 1— ..O 9 .n.....iclww M lM •� 1/ n..tA «twr....N Merl e.c. .n eccbe.n<1 "In n1 e•ran .Man M sronaPrc. be I. rM 0036-11 ...g DI-N• nirltell,4t.» SECTION A -A orrl ouleis• a »rKlw• t' 1 rw dateMwnan • d NMr. nfrw Yw.n elf rw 2M 2 j'AW. gyp. DI-3A 01-38 DI-31C a --2 j lowit"Reft L------------------ _1 1------ L------^'1 „ ; M b-11 i b-11 i -.Ey'• per o•1 •. •rpm rw r e •e•e DETAIL WHEN USED ttel eleee r r .r.»Nrrt• ADJACENT TO CURB WITHOUT GUTTER O71— the, m "I5ronea,a. en. l ti•n Nhloi A w — Ili• w•«I .. V .Ilee.e .i e.c«a«e• «le l.ece••e on the Pori. .ill .. m•owre. from sleiew Alen is-. TN c1« d neaehnS rod P.ctw et •r«re rM .n r d rn• Orr dell DN. IO IM rot 0l oeia.N• raw rte.•w . r be tc4e1/ w he Pc• W to tie Mee tear .enwwle he . • orlon -H aim ensr.m a owrearleeN anti l.rt•.I— tiq P•rwwt Ond In• eci"el erm•na�ont loan e• alumrnw et rM cenulc t•c LeMln a eta ILI •lu, a awl cow, It. aI— en Settle from LerO caatNM flan IN.' i. weed w 4-a- Neale, Nc• er Ini et r1 N N .te•M I. tenlwrt .rle ►.eeeN rove Th• hem ter M Dr•c.af NN in recce STANDARD CURB DROP INLET SPECIFICATION 12"-30i1 PIPE MAXIMUM DEPTH (H)=8' REFERENCE VIRGINIA DEPARTMENT 241 104 09 of TRANSPORTATION 503 C+ C CG II Radial combination curb and gutter - 'p jeEd" *Radius to be as ` 9 shown on plans L luy A�� I 'I U U Street approach some ° e < z surfacing as man line o H �..I roadwayCO _ - U Expansion Joint 0 0- -o I a 2 N ` I �— Main line roadway Width "B" 2'-0"or as A+—r E a ` Note shown on typical section • » HALF PLAN v uCc Face of utter line Gutter line Curb Curb of Side Street — Win line Roadway � - -__ When used 1n conjunction with Standard CG-3 or CG - 7 the curb face on this Standara 1s to oe SECTION A -A adjusted to match the mountable curb conttgurofwn SPECIFICATION REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS 502 VIRGINIA DEPARTMENT w TRANSPORTATION 3 OR 4" . . . . . . . . . . . . . . . . . . . . . . . . . The botom of the curb and 7cormcrete Z-0' fT� may be constructed paialkal 10 the slope of sub- surtaoe aounes provided a m r11n1UR1 depth of 7- Is This are:A may be ma stained. the Optic n of the conrac This curl shall be used when design Comb. curb 8 gutter having a radius of speed is 40 MPH or Ite ss on Rural 3W or loss (along farx of curb) shell be highways and 45 MPH or less in paid for as radial combirmtfon curb 6 developed Urban and Suburban VAW. areas CURB 4 GUTTER DETAIL This item may be perocast or cast in place. (CG-6) Concrete to be Class A3 it cast in piece. 4000 PSI N precast Paved Shoulder Pwemenl�- --- --- -- Select Material or j4 nQklsl-_ —� Stabilized Subgrode q �41' ••Riee _ !, . _ _ _ _ Outlet Pipe Subgrode •� 3R Grade (Desirable) . 2„ ••Gedexile Drainage Fabric No.8 Aggregate Variable - -- (Edge of Paved Shoulder) 1 .1' it no stabilized mot'I. is used 2' it stabilized matt is used PAVED SHOULDER SECTION UNDERDRAIN OUTLET MARKER DETAIL F1"x8"1 32" Min. Steel Aluminum or or 08U inch Min. steel rivets or --- Atuminum Plate bolts compatible with post material U-Tyk�e Rolled •4'-0" Pavement Roil Steel Post at uDD"ose� a oI= rainoble - ` 1 33 lbs /R or Aluminum Alloy qr 6" Qipe 6063-T6 • 78 } Subgrode No 8 Aggregate T l�-Outlel Pipe LDs /Ft I 17-/ 3% Grode Steel posts and plates to be pointed or Z (Desirable) galvanized in accordance with the ••Geotexile Drainage Fabric -- spec lf pointed the final coat shall be No 13 aluminum point of No 11 ®Select Material or Stabilized 1 -0 white point Subgrode Material Marker to be placed at outlet end of all underdroin installations barring locations where underdroin is tied CURB AND GUTTER SECTION Vected cy the Enginn::rtur": or as SPECIFICATION REFERENCE 240 258 501 701 LONGITUDINAL PERFORATED PIPE Crushing Strength LBS/LF Type of Pipe z - ; - --- - W_.T_. 4" 1D_ W.T_. 6" t D. Vitrified Clay 1000 - 1000 Porous Concrete Wall 1000 I 1100 Concrete 1500 1500 Corrugated Steel 0521 Corrugated Aluminum 0.48 Asphalt Fiber 1200 II I 1400 Smooth Wall PVC 1031 f 1 Corrugated P.E •• I AASHTO M-252 1.153 j AASHTO M-252 ;•Wall Thickness (min) -Inches. Coiled tubing allowed in 4" diameter only CC 12 CAD-4 NOTES Oullel pipes ore to be installed at 45' to underdroin pipe. "am of underdroin trench to be 4" below bottom of subgrade Where possible. outlets are to be provided at 250' intervals using 4" underdroin and outlet pipe. N necessary, outlets may be provided at up to 500' intervals using 6" underdroin pipe for distances over 250and 6" out►oll pipe Droinoble material sholl have a maximum of 8x material by weight finer than Standard sieve No 200 **If droinoble material is a stabilized open graded drainage layer material, fabric must whop completely around the underdroin trench and lap 12" over the lop of drainage layer NON —PERFORATED OUTLET PIPE Crushing Strength L BS/L F Type of Pipe III - - - - a— ,4 I.D. W.T. - --6_.1_0�_ _ - VitrAied Clay 1000 1000 Concrete 1500 1500 Corrugated Steel 0.52 Corrugated Aluminum 048 Asphalt Fiber 1200 1400 Smooth Wall PVC 103 153 Smooh Wall PE I AASHTO M-252 Aoi ill - 252 • Wall Thickness (min) -Inches STANDARD PIPE UNDERDRAIN FOR PAVEMENT EDGEDRAIN VIRGINUA DEPARTMENT OF TRANSPORTATION O I Pef INS stable �J- Yln Construction udM Pay Uts CO-12 - - T -"WTI - - - - Pay Unt CG-12 von. wrdrn SioPeall or �� 000 �yor. r Yln Sidewak S;a" o0 ula r c` RAOI �L PLAN IF ttdie Cover I y' A--wI 3 IA PaMssobdt Yin Cptssfructlan Joint B Vn.�ldlA firds B Slpace 6.A I A ---J TANGENT PLAN Tops curb Ae/pM down to 0 A Iris Pont or continue of full ts/grr where oppilcows. s d 8o/s o Ir c MilyinuT Ca Y crdte Vor.widfn Sldawolt Cox I /p' of Sldervat Space Permfssoole Construction Joint ft Unit � I N .o oo• o•o•o•o• •o Var. 3'Wn. o•o 0 .oho o.elo o�o�/ i �g4 i TTPKAL ALTERNATE RADIAL PLAN FOR USE AT APPIJCAetE STREET CONNECTIONS AND COMMERCIAL • For Comelerclx Entrance ENTRANCES. ( H" Truct Traffic Anticipated 1 see Standard CG-13 sneer 203JO Slope 12:1 A/G.;M.m ISOMETRIC VIEW 0 U m 07'wtsrs srd.CGJ CG-7 is used. Tf its m NOTES 1 Curb "oW floor to De lass Connie errors A, N precOsfJwl u/presfloorr rlay,% O �^ `\ `�� Sldewoit Area (with or wt?W buffer strip) r to rsgvirerrwr to ocNeve a I?d slope o delectodf war d tp swroce caxlnp the arlre wldrn d Ire romp Ilan rroato floor may, De rni ve Precast or cost In plod). The dMaOable waning siriall be Provided by on exposed opgregors •7 O Srd.t G Y 61 .CG T' I flydsn Romp shelf hid eAceed a mOxltrum slope of l2dl er �. ... - Fiorad Sid" of CWe rd11p to 00 p"did myrwllhieesty IwitA ramp flea a ey uslrg per' -- • . • missable c'Orurtruction joirr with required bns. I n rottip flan is procost,hoites must be provided for dowel bars so that adjoining rioted wn be cost In plop drtx my d precast ratyto floor. Precast concrete shall Sidat piorxer be class A-4. ll e SECTION A -A This Item t� be Required burs are to be No.5 x B'doced I •confer to cover dlog both sides or the tome precast' or cost In place. floe. Mddepfn al' romp fiapr. Mlnlmum ciawWe cover 1 %2'. Q Cut romps will be measured Ord polo for at Its Contract unit Prices for Hydroullc Cement 'S , B Rors a /2 c C Conerefd Stdewat and EApased oggregane sidewalk. cltnpteve In place. PUrrVssOd• Canslrl clean 11� -Slope 12:1 MOAlr1Um Joint Cutblbwb Ono guru slope fronsitlons adjooant to curb ronp.s ore Included for puymery for curb/cob and gallon. ---�_-_-- _ When used In con/unction with Slorldord CG 3 of CG 7, its curb face on Iris Slorxlord Is SCALE. 1 —,30' to be adjusted la arAM the rtnuMode Curb caflpurdlon SECTION B-B ® Aco ssible toule Is donned as o continuous Curb Ramps ore to be located as sewn an Ire Pons or as directed ty Its Engineer, o•o, 0 una"Ifucled.sloble.fltm and slip reslsforif pant cpnnecong oil oCCessible elemenis Of o Troy ore to be provided at Intersections wl2L ever at occw3oole roufe m within tte rlgn cr way d a Mg/sway foclllry crossu o curb re�rdless of wl'efter sldewolt Is existing, DRAWN BY. RAM 00' UtnNs of E,posed aglgragate sidewalk o•n facility filial can be cporoocled.errxed and P'apased a rots,lst&V. rtey may De Offset roll pedeSlrlOn crosswalks its shown on Plans mery ® srede /s ies ion 1 fA of sidewak n sldework 7 Used by persons with moNfiy Imnolrments. n as directed by Its Ergkrer.but Should nil be located behind venue stop Imes. PROJECT NO. 8001 Prot EAlsfirg light poles firs ltdrons,drep Iners.a1c.will 0130 dffeCYptocemerr. ------ ------------------------- RAMP - SPECACAIQe DATE 9/2/98 CURB RErr�EA�E _ — — (PL RSONS WiTH MOBIL-17 Y IMPAIRMENT -St' 502 ?O f A)9 l VIRGINIA DEPARTMENT OF TRAvSPDHTAIION 9 Re Rev reed , 219 7 � SHEET 6e � S 54- A-81 F TERRY L WHITMIRE DB 679 P 83 ZONED: M1 USE: INDUSTRIAL Q ` 54-A-926 Nv` COUNTY OF CLARKE, FREDERICK & WNCHESTER CITY D8 708 F 1 95 ZONED MI 6gg99 USE. REGIONAL JAIL ffAr," ARK 111- ry �� '� �, K.R. SPIKE IN WPP IRF :..:.. V,.'• .. r "`" R' kAAy. a ELEY.=69 & ..:.....3 . �..... _ 1 .. fP FOR T CO,-7 kOl /r250 \ Y 77. 54-A-81C I KATHLEEN M. & STANLEY C. PETTERSON DB 816 P 1111 ZONED: M1 USE: INDUSTRIAL 54- A-81 H KATHLEEN M. & STANLEY C. PETTERSON DB 816 P 1111 ZONED: Ml USE: INDUSTRIAL . w _ DB 816 P 1111 s ZONED: M1 tAPPROX, LOCATtgN� USE: INDUSTRIAL _ _ _� - W PARKING CHART BY BUILDING BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING E 5880 0 5880 24 1 0 2100 2100 0 (NO NEW EMPLOYEES) 2 3000 6000 9000 18 3 2400 4800 7200 14 4 1800 3600 5400 12 5 2400 4800 7200 14 fi 3000 6000 9000 18 TOTAL 18,480 27,300 45,780 100 REQ. PARKING 74 28 102 100 (1/250 SF OFFICE, 1 EMPLOYEE PER 1,000 SF WAREHOUSE) H.C. PARKING PROVIDED 5 STD. PARKING PROVIDED 97 TOTAL PARKING PROVIDED 102 4" SOLID WHITE PAVEMENT NARKING PER SECTION 246 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, PROVIDE TEMPORARY CG-6 BETWEEN PHASES THIS ENTRANCE' CONSTRUCTED ;OINCIDENT fTHi �s BUILDING #6 i i 7p f' 54-A-36A =. FORT COLLIER GROUP DB 766 P 7" 70NED: M1 �EX. CURB TO { ' 1 USE: VACANT BE REMOVED. I 41 a> it i. co INV.=697.02 PHASING: • PARKING TO BE PHASED COINCIDENT WITH BUILDING CONSTRUCTION. • PHASE LINES ARE APPROXIMATE FOR BUILDING PARKING. UTILITY PHASING COINCIDENT- WITH BUILDING PHASING UNLESS OTHERWISE NOTED. • TEMPORARY CG-6 REQUIRED BETWEEN PHASES. • PHASE 1 - NO NEW EMPLOYEES • PHASE 1 AND 2 TO BE DEVELOPED CONCURRENTLY. • NO OCCUPANCY FOR BUILDINGS 1 AND 2 SHALL BE ISSUED PRIOR TO THE COMPLETION OF ALL SITE IMPROVEMENTS IDENTIFIED IN PHASES 1 AND 2. T CG-6 4% 4' 0000 RAW. —�f , • Orm�7o r, s' ROLIGN S.uN (typlod) BARDS 6'-4• LONG. W/S 1('�jWEfSAP 6WOOD lC6'T �--__. 'a S11JPE R7R DR4/1ACE VBASE DYE BUTS 4% 4' WOOD w 6` CONCRETE SW W/ 6x6 i A A ` MARE MESH (SEA. CDNIM TE _ ^~ SLAB AC$W (ifE q Ar,01 KAi) 12' Ow CONCRETE FOOTMK, — EIFANSM JONT AT EACH W SECTION A O F 41 6' CmarrE RLLID POST 12' V 14' PLAN VIEW MAY yow FOR C01NEC7fts m ;6' USTABIE MDRLL HOLES C(NCREIE ,4 E JAL 4) -- TO LOCI (r\TES N OPEN 3' sO(AARE AND CLOSED POSMONS. SrEEI TUB11G I (2) 24' LONG 3/a' RODS � �//Z SG4J>RE STEEI � iL6NIG SHOP WE1L ALL Jws i 2: 1D TH— — � >S owl — m _ mu -- --- --- ---- — (aw.. KPRN) CONCRETE FOOTING 5' I. a ROUGH SAWN BCMRO Ae 6+ 3/6sPABIr -- FRONT ELEVATION -- STANDARD TRASH ENCLOSURE DETAIL ,sR4PH1osoW E 30 15 0 30 60 //V FEET l inch = 30 ft. 0 _ mvi cn to 0 ZZ IL-Ld Lj 0 0 z Zz CC aca- o0 C-> U w ii Co Lo a o E Fi GlN Iq - LL o wd• aow QcrO FWNZ _ r SON Q LLw C, i.Z LLJ W �� � v U NI00 MR w 0 SCALE-. Z C� V W 1 "=30' DRAWN BY: JD$ PROJECT NO. $001 DATE: i — 11-9$ SHEET& of 61 n CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that ore not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All Cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work, This permit can be obtained from the Frederick County Public Works Department. A VDOT Temporary Construction Entrance Permit will be required prior to issuance of a Land Disturbance Permit. ' 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained tf,roughout the, eriod irr�l which areas are denuded. Areas shown to be surfaced are to have stone base installed w fwef@B�I Sit��Bs§blAJ1i1* P60W*toblishing grade. No area is to remain denuded for more than 7 calendar days 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) I of the post shall be pointed green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractors responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. 8. Water laterals that cross the street shall be in PVC pipe. The pipe shall be 2 inch diameter SDR-21 or shedule 40. It shall run 1 foot beyond the near side and for side sidewalk. 9. The contractor shall tie-in a new line to an existing manhole by core drilling the manhole. VIRGINIA DEPARTMENT OF TRANSPORTATION 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 & Health Administration and VOSH Rules & 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 & 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 road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until on adequate design can be determined by the engineer and approved by V.D.O.T. 12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and bockfill of utilityy/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developers responsibility. 16. If required by the local VDOT Residencyy Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signoge and/or pavement morkings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. 18. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. r I LIJ 7 (1-D ' --) 7 i •- f 11 all. Vicinity Mai Scale 1 "= 2000' SEPTEMBER 18, 1998 REVISED OCTOBER 22, 1998 girilbert w. difford Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (540) 898-2115 FAX- (540) 898-2115 • Land Planners ASSOC1Ate8, • Surveyors ine. 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 k tmv SHEET INDEX 1 COVER SHEET 2 SITE UTILITY PLAN 3 GRADING & EROSION CONTROL PLAN 4 STORM PROFILES & DETAILS 5 MISCELLANEOUS PROFILES & DETAILS 6 MISCELLANEOUS DETAILS ::6A ROAD STRIPING PLAN AND PHASING PLAN_ \,T H 0� AL D A. MISLOWSKY, JR. Z p 0. 02067a Owner/Developer: 0. Everett & J.P.L. Spangler P.O. Box 2277 Winchester, Virginia 22604 (540) 662-7474 Approved by Frederick County Zoning Administrator RECEIVED 'I/c/ MAY 1 6 1999 Date DEPT. OF PLANNING/DEVELG Project Number REVISED 12-11-98 - PER F.C.S.A. COMMENTS Sheet Number 1 of 6 REVISED 1-19-99 - PER FREDERICK COUNTY PLANNING COMMENTS REVISED 4-16-99 - PER FREDERICK COUNTY PLANNING COMMENTS i S Ty IN DRAIN BE DE O V NEW I NV, REPLACE TWO 20*05" CMP'S WITH ONE 15' RCP ! / ENV �aeg 99 IKE P0 BE PRONGED 8Y e IRF TFIR7 PE: V.D.O.T, SWM P=693.20 .=690.M ( I o \ j I AGE EASEMENT TO DICATED TO V.D.O.T, I CEMENT I � � i I �t 11 I 1 a 1 \ \ i EUILDING 5,4#4 0Q CE �W SF OFFI 1 nAnREHIIXSE v I 54-A-81 F TERRY L WHITMIRE \ �.L011 DB 679 P 83 I \ FENCIM ZONED: Mt I I\� OB$Cdi USE: INDUSTRIAL I I "SPEET: T-VR81 I• ku �• \. _ TRBI , Tfh l \... I 1 4" I I i TAP _ I I I ( I I STR 9 NV. wr=-W.,95 TYPE: D1 3C (MOD) r� OFFICE TOP-92.17 54-A-928 COUNTY OF CLARKE, FREDERICK & WINCHESTER CITY - -- INWN.=6�.$0 \ DB 708 P 1 INV OUT=689.30 \ ZONED M1 ` \ USE: REGIONAL JAIL o RK WAREHOUSE B�NC�MA r R.R. 5PIKE IN WPP A ELEV.--692.62 TYPICAL OF ICE/ WAREHOUSE - \ col __ _ .. __ -•?f� klhl O,q \ IN S7 TO d� _ \" \ / fR 2 JOINTS 10" WATER MAII \ \ 1-10" TEE 1-10 G.V. & BOX 1-10" G. V & BOX 1- t 0" PLUG 1- IO x8" REDUCEROA 1-8" G.V. & BOX ' �• ~� ^� \ e �.: \ . � P Ts• 42' MAPLE .• .2 1'.•.' ll� N / _ / \ ry w„ rnnnr d 3Na 1-10" xlO" TAP & VALVE. TAP ' 4►'�\\ REPLACE EXISTING 24' CM wru nun )i' orro'c PARKING CHART BY BUILDING BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING E 5880 0 5880 24 1 0 2100 2100 0 (NO NEW EMPLOYEES) 2 3000 6000 9000 18 3 2400 4800 7200 14 4 1800 3600 5400 12 5 2400 4800 7200 14 6 3000 6000 9000 18 TOTAL 18,480 27,300 45,780 100 REQ. PARKING 74 28 102 100 (1 /`250 SF OFFICE, 1 EMPLOYEE PER 1,000 SF WAREHOUSE) H.C. PARKING PROVIDED 5 STD. PARKING PROVIDED 97 TOTAL PARKING PROVIDED 102 PROVIDE PHASING: • PARKING TO BE PHASED COINCIDENT AND TAC WITH BUILDING CONSTRUCTION. • PHASE LINES ARE APPROXIMATE FOR PING SLEEVE BUILDING PARKING. UTILITY PHASING BY F.C. S.A. COINCIDENT WITH BUILDING PHASING UNLESS OTHERWISE NOTED. TEMPORARY CG-6 REQUIRED BETWEEN PHASES. NOTE, r T * PHASE 1 - NO NEW EMPLOYEES A \ • PHASE 1 AND 2 TO BE DEVELOPED \ CONCURRENTLY. - NO OCCUPANCY FOR BUILDINGS 1 AND 2 F ` \ SHALL BE ISSUED PRIOR TO THE COMPLETION P OF ALL SITE IMPROVEMENTS IDENTIFIED \ \ \ IN PHASES 1 AND 2. I.D.O.T. . \ DRAINAGE EASEMENT TO BE DEDICATED TO V,D.O.T. \ CONTRACTOR TO PROVIDE LANE \ STRIPING PER VDOT REQUIREMENTS STIR 1 TYPE V.D.O.T`,SWM-I \ \� TOP-694.50 \ =69060 EX. METAL SIGN POS7S 1 TO BE REEVED 1 1 I I �I I � I � ��.i.•.'I '; I 4I . I I� I I MSP TO BE RELOCATED j I }' •�,I i 1 I : • THIS ENTRANCE' I .. CONSTRUCTED ..�:..�.....tOINCIDENT WITH+. BUILDING #6 ' I I ?; 54-A-36A I '..."SIR 6 MODIFIED : ES-1 + "'I I FORT COLLIER GROUP - INV. =695,90 DB ZONED! 766 PM13 - -EX. CURB; TO I 's I I USE: VACANT WA TER SERVICE j BE REMOVED. I I _ MSP MSP INV.=696.1 �� { INV. (704.79).__ __. KATHLEEN M. & STANLEY C. PETTERSON 54-A-81H METER DB 816 P 1111 3s a - ffi"7E EXISTAG I -- KATHLEEN M & STANLEY C. PETTERSON §HOW '� S I ZONED: Mt W �- DB 816 P 1111t `, Ai�f`ROX. 1.(k.A i%) y USE. INDUSTRIAL _� . -__. _ W ZONEO: M1 "-` 54-A-81C I USE: INDUSTRIAL yy . __.. __ -- 00 KATHLEEN M. & STANLEY C. PETTERSON I _ "----'--" ._ ,� ..,...____-••�--~--•a- __ 1V�� {} DB 816 P 1 tJ 1 ZONED: M1 INV. (705.21) / - ----_--_-----------'-'----- �. _... � - .._. - - r.. - �. - - - - T - INV.=697.02 USE. INDUSTRIAL - _, .� _. _. �.._. -- -- -- -- --....^ "" "" "'"' _". - Existing pavement Q � L- O W Li pp _ U (Y _J1 E Q O Q) L- U U o ily O X 12' 5.5' �1.5" SM-2-A r 3" BM-2 ,WCUT EDGE 4 8" 21-15 '�- UD-4 TYPICAL OAT CHANNEL UD-4 & COMBINATION UNDERORIANS TO DOWNSTREAM DROP 1,A,LETS. * Cross slope to match existing _TYPICAL RL7AD WIDE lPvtG DETAIL N.T.S. HIS SITE IS ZONED M--1. NO CONDITIONS OR PROFFERS ARE PLACED ON HIS SITE AS A RESULT OF CONDITIONAL USE PERMIT OR ZONING. NO VARIANCE- PPROVAL5 APPLY TO THIS SITE NO ZONING DISTRICT BUFFERS OR SCREENS ARE ROU1R£D. NO WOODLANDS, WETLANDS, STEEP SLOPES, FLOODPLAINS OR OTHER ENVIRONMENTAL PTURES WILL BE DISTURBED BY THIS DEVELOPMENT PROJECT SUMMARY TAX IDENTIFICATION NUMBER ZONING CURRENT USE PROPOSED USE 54--A-81J M1 JONTS & FRANK CORP. & STORAGE OFFICE & WAREHOUSE SQA"KS REQUIRED PROVIDED FRONT 75' 75' SIDE 25' J8.32' REAR 25' 27.2Y LOT AREA 5.00 AC. AREA DISTURBED 5.00 AC. FAR ALLOWED 1.0 FAR PROVIDED 0.21 OUTDOOR STORAGE AREA NONE OUTDOOR TRASH RECEPTICLES 1 MINIMUM LANDSCAPED AREA 259 54,450 SF 1.25 AC, LANDSCAPED AREA PROnDED 267. 56,534 SF 1.27 AC PARKING LANDSCAPING: PERIMETER TREES REQUIRED 1/40' = 50 TREES PERIMETER TREES PROVIDED 1/40, = 50 TREES INTERIOR TREES REQUIRED 1/10 SPACES = 10.2 TREES' INTERIOR TREES PROWDEO I/10 SPACES = II TREES PARKING LOT LANDSCAPING REQO. 57* = 4,790 SF PARKING LOT LANDSCAPING PROV. 7% = 6,680 SF N TES: 1. THE INFORMATION SHOWN HEREON IS 13A5ED ON AN ACTUAL FIELD SURVEY COMPLETED JANUARY 13,1998. 2. BOUNDARY INFORMATION 15 BASED ON SURVEY PLAT MADE BY GREENWAY ENGINEERING, CO., INC. DATED JANUARY 24,1983. UTILII Y NOTES: 1. ALL WATER METERS TO BE 1" METERS. 2. ALL UTILITY EXTEN7ION5 TO BUILDINGS TO BE UNDERGROUND. 3. EXISTING SEINER MAIN TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION PROJECT. 4. LOCATE THE FIREWALL AS REQUIRED IN SECTION 7C 7 BOLA FOR BUILDING E. ALONG #1 AND $4. THE COMBINED SQUARE FOOTAGE EXCEED512DX. 5. ALL UTILITIE5 TO BE INSTALLED A5 PART OF PHASE 2 BUILDING EXCEPT SEWER LATERAL5 AND WATER METERS AND 5ERVlCE LINES TO EACH FUTURE DUILDING. LEGEND: A15DREVIATION DEFINITION CMP CORRUGATED METAL PIPE CSP CONCRETE 51GN POST F.F.E. FINISHED FLOOR ELEVATION FH FIRE HYDRANT GA GUY ANCHOR I N'J. INVERT MSP METAL 516N POST S SANITARY MANHOLE TRB TELEPHONE R15ER DOX TVRB TELEY15ION RISER DOX WM WATER METER WSP WOOD SIGN P05T wV WATER VALVE WOOPLINE IRF IRON ROD FOUND -- CONC. CURB & GUTTER r.. P EDGE OF PAVEMENT GR.4PhH/CSCALE ,j0 75 0 J0 60 L-99 __ (INF£ET) 1 inch = 30 ft. PAVkMENT DESIGN 1.5' SM-2A 3' 8M-2 8° 21-8 2" SM-2A 8" 21-8 or 0 U W a- z Z O 0 Z ct 0►�O O Q Z Q W U Q, w W z w o w ul a Q wwsa> � ct N 00 C'4 i O� <i NN�`Aui Lr) > LL •*1 L N i IL v 4 O J � , 0 O W•d SOW in F I vo WNW z N �w0 t, 6- 0 W a Oyt'WG c x4l z Z3 O v O SCALE: DRAWN BY: RAM PROJECT NO. 23001 DATEt 99178198 SHEET 2 OF_6 \ \ \ \ \ \ \ \ \ \ STR 9 \TYPE: DI-3C (MOD) 54-A-926 TDP=692.11 •• COUNTY OF CLARKE, FREDERIGK & MINCIHESTER CITY • lNV` INV.IN.=fi�J.30 6��708 P� t D `95 - INV. OUT=689. ' \ Z 1 • 99~ i. ` \ \ \ USE: REGIONAL .SAIL BENCHMARK o IRF • - /" \ \ R.R. SPIKE IN WFF ,ELEV,49U2 .(� \ 643.50 • - r STR 1 {/ \ \ sg TYPE: V.D.O.T. SWM-1 - _, 6'. r TNP=693.20 1 692 Co CLASS Al RIP RAP ' f Rjjy' • • Al(_ ` \ DRAINAGE�=ASE VT TO NAGE �s, Z) BE DEDICATED TO V.D.O.T. EMENT j TtfC 692.f1. pp \ 0 I qN� C \ \. '--- �� Eq. � \ , . � • • , • • • ,_` � � � `` _ � � 69J 15 441 _ UD-4 OUTLETS Y ''''•.,• \ --L \ TIC 692.50 2 MAPLE .� 6 \ • fir„ , \ 694 • .• =� EX. INV.=689.95 CONSTRUCTION ENTRANCESTONE t • • SIDE ELEVATION EXI�TING GROUND B )wASHRAC HRAr >t 10' MIN. • 1 l �I .tM•�l .�� ����r•, 111111111►���-�•�VISTING POSITIVE DRA114AGF VDCIT #1 OSI 10' MIN. TO SEDIMENT COURSE AGGREGATE To S ENT TRAPPING DEVICE TRAPPING DEVICE OF INGRESS AND EGRESS . OPMUST ERATION CLOTHFILTER REINFORCED . AIN SPACE SECTION B-B w I I j : % r' �r / •;� \ APB SOURCE ACAPTED from 19N3jIo ono n&A_f9r Soil erosion ond 5%*pp t�ava. DSWc I _ .:I 693. 6. ` ` •••t.' ro TIC.�$3.50 ••<ti �� \\ \ \ ES-1 AND EC-1 ' I , ' t - - - - - I x'•% \ ---•� CAnfa,� c ] ,;, PRUDE ES-2 \ \ REQUIRED I 1�ETA: ', -. oivC: WA �t �. ` 696`•5• 96. DRAINAGE EASEMENT TO ti SEWERAGE C TOP - -- 9 BE DEDICATED TO V.D.O.T. \ I ��I IN,G 4 PU PS'TATIo►y ;` • I t • ,+ 6 .DO 96.35 EC-1 REQUA( `\ \ \ \ -I I ....... �;OQ.. �'. • 1 ! I { -,; • PROVIDE ES-2 \ \ \ •.OFF 1..''' c STR 2 \ \ I /W �REKSE ............. BUIING .' t t f ` •s TYPE: 6� 7 •EXIS TINS ONE S T I t 'q L` 6 7'S / TOP= 4.30 STR 1 \ �` � � BLDG. H Q0 BLOC1� & STUC�0 AEXfST SPH LT I ��\� / IN�f- 90�0 TYPE: V.D.O: $WM-1 \` \ ` V EIGT=24 1 OFFICE ¢ i I PAR NG I 691.33,: ` `'�`, 6 \ TQP=694.50 \ sIV »»Q,, P I J ' #15o I t ��SF''h �1NG:'• \ \ \ STR 8 D 6 YC lop • C 6980 C at _ _ I 691.7� 696.00 CONC (' 1/cWALKINV.- s9��5 '•• I \ \ - - �.......,....... L. T%C • 7.65 694 \ �' \ ,� 7b}7t "y*�...� :•' GRAVEL !T \ WILD #1 2,10o '••� 715 25 EA �� \ `;� �' \ 98 STORAGE Al ,11 .1 G 54-A-81F Dr, D ITIo TERRY L. WHITMIRE \ \ \ BLDG• • HEIGHT-2D- - 698 5i+ DB 679 P 83 \ 4 ,` ~CON ( 696.6. 691.2 \ �� ZONED. M1 ( �699.50 - �P- € f•• ' , \• USE: INDUSTRIAL 696.50 GRA✓E(lSn�rG - rfi •• ` \ ;'� i RKING , AREA i k ''•1AIN LINK FE ``� LLIER E5TA 697 1 . : i -- +696.75 IP I 696.30 , N.N. 54A-81 C 69 T/C 6.95.45 ti i ilk- _ I LOT 5C g + \ \ SHED I SHED \ 695.70Vr STR 5 DI-1 • f IP '". 1 TOP=696.50 �C 101 \ - INV.- fM I Ti TIC 696.00 a I \ \ fl,\ - - T ANV ID r/C 695.75 _ C 701.50 3 TIC 695.6 \ 6972t A1N FENCE _ 1 TOP=695 �5 Tj`C 698.50 5 M _70,061 � _ ` � l/C 1 TIC 100.511 � !NV. IN ,�92.00 �� S TIC 691.50 T 7171 -699 .._ k S t I, g E I 4 +I • T/C '- _ sp�Z rot G R S S I 702.54 .. g • �, • __ __ - w t . _ L G . HE = 23-133 25 I ,' - TC6 ' TIC 703.50 V 1C 703.15 - - _ B D � 697.30 M0D.-'E'S is dt HT � • - EC SETYER,lNHO -- -_. CXc� I- 1 .\ T. 70 6g8. D ��� o� �I.�.. � :_ 4 � 1 RE(�D I , _ _ - - C 696.50 I S = ' NEC PROVIDE SKID - _t _ ' ' 698 I t - _ ATED • ` ' \ PAf1- E�iu Ar roR BUILD�1�� 3 - _ '� 697 37 MSP To BE REgoc \ H. - - '� T/C 701.15 `-" .,. , TIC 696._ -INV 694.20 : I 704.3. \ °�o -- _ oa25 7 200 SF �1A� *OUSE' i,�.......................,....,,.. '�Nc�.� :a.........�•�, �, � �',r �� T 7 . , - - _ t�. 697.4 1 ..... . /C 04 25 • , X. - _ � v I r G 7p .75 �69s 4� 698 25 2B.6`7 / `ti \ r� c _ DG, HEt T 64 N4RE FEN I 67 j`� 300 =24 701.6• ,• -- �• ;THIS ENTRANCES ,I 1 6 � Ova 101. BLDG. H GHT rn CONSTRUCTED f i. O \ \ C 701.75 ?oc TIC 698.50 --+ °fi98,� GOINCIUENT WIT1 R �t�.•' 703.50 ; TIC 701.50 } BUILDING #6 I TIC702.17 1 o I I C 775 /C 701.50 1. 5 R 4 TIC 698,30 \ \ T/C 701.25 .. ! 4 U I VDOT SWM- T C 698.05 - T/C 698.1 P �06 �0� C 104.2$ TIC 703,Q ,. 1 69� 6 TOP= 7.00 TIC 703.84, T/ 70 5 \ 69 INV.=6 50 TIC 698.E `; i 54-A-36A I C 32 07 NV 6i> I ••' • I \•*. - _-.1 7 80 STR b MODI IED2 •S 1 FORTCOWER GRO UP P D6 6 P 73703.25 .4. INV.=695.90 _ I \ \ - --- - - - - - - - - - - - - - - - - - EX. CURB, TO I ` I I USE: VACANT 5 - - - - - - - - - - - T 69 BE REAL i ' 2 ' BRL _m _ __ _ 898.30 I _ r C 6 1 C 8. 01�0 I --- - - ` -702.90 CLASS- Al RIP RAP I_ L=6 Ill_ unuTY - M' 98.5 =. I • o 703--�RIM=704 98 - - - WSP MS�P INV. =696.1 I • _ J --- --._ �� IRF - - `" ADJUST MH RIA{ BRA - - H - ,�,SPo ' VEi N4 4 --- NECESSARY ` � ' : ; r wv� _ _ ___ -� ._ _ _ E.P. - - :'INV. (704.79) : - -- -- --- - - - 5�- -✓311 I .- + - •.--- --- - KATHLEEN M & STANLEY C. PETTERSON DB 816 P 1111 3 o KATHLEEN M. & STANLEY C. PETTERSON .ZpyE(1.Jq...................... D6 816 P 1111..........................................................�.................�. W/1r4 l.PP? X. -DCA 54-A-81C •• ��.......................... _ •..... USE: INDUSTRIAL W --- ---- �-- � - :•..... ......• •K'RTFILE�N'tif' '�YA�1t�Y•C�PETTERSGN w - - I --- �; ._.-__ _ ZONED M1 i - - - - - - - - - _.... _ - INV.=697.02 INV. (705.21) 1Jrr. -- _ - _ - USE: INDUSTRIAL -__,------ --'-"-"-_- ' _______-- --,•---------------- :OFF-lll:• CRA'PH/CSCALE ' •'30 15 0 .30 60 ( /N FEET ) 1 inch = 30 ft. Plate 3.02-1 (,ulverT :)ummLt SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL T__ CULVERT I I T-- • z�J--f-- --F- L TOE OF FILL SILT FENCE - 'DISTANCE IS 6' MINIMUM IF FLOW IS TOWARC EMBANMEM FLOW OPTIONAL STONE COMBINATION FLOW 'VDOT I3• 0357 05, /56 OR 057 COARSE AGCREGATE CUSS I RIPRAP TO REPLACE SILT FENCE IN • HORSESHOE • WHEN NIGH VELOCITY OF FLOM 5 EXPECTED ---- SOURCE: ADAPTED from VDOT Sfondord Sh••h and Vo. DSWC PIPE OUTLET CONDITIONS RIP RAP APRON SUMMARY CULVERT I.Q STONE_ C1 10 CLASS AI C2 15 CLASS Al C6 10 CLASS Al C8 2 CLASS Al PLATE. 3.08-1 3do (WIN.) ��'►.�.>.� �J a .. WA�. �ts� s :Ir F :Ns CHARM PLAN VIEW t_ SECTION A -A t v M 1 UY 04 Ill HSCO]IGONM FOR gNTUM PRPJ31CTM :.. OR Y THE LANGTH OF t RIPRAP APRON AS CALCUIATED USING AND Tam 11 . F 1: , BUT NOT - • THAN 6 INCEMS • M. �� �0 m U-) C) a C: b ti U Ln ~ 2 Z QD Q C C) �j Z Q'-n Q C] �Cl- Q QtiU O F' U U Z V L'j U ocn � w a d QLC'L , Cr L'j�a tea` ?w �CL o h o Q W o � LLJ Ct � o � M F Q N Ln 004 ^. 4) >' as > LL §j •04 Q co w (11 dD 0 Culvert Inv. In Inv. Out L(ft) Din.) B(in.) Number S(q) Type 1 690.60 690.50 15.0 15 0.67 RCP 2 690.60 690.30 15.0 24 2.00 RCP 3 691.90 690.60 130.0 24 1.00 RCP 4 692.50 692.00 165.0 18 0.30 RCP 5 694.00 692.00 195.0 15 1.03 RCP 6 695.90 694.20 75.0 14 23 1 2.2-1 RCEP 7 690.00 689.60 8.0 15 5.00 RCP 8 693.75 693.25 53.0 15 0.94 RCP 9 689.30 688.95 44.0 15 0.80 RCP 10 689.60 689.24 50.0 24 2 0.72 RCP torm Inlet Summary, and Sump InIeT uepm and spread uoiculatlon Stir. No. From 0(10)cfs Inv. In Inv. Out Inv. In. Top Elv. Typ e Throat ft _- 1 C 6.85 690.60 690.00 - - - 694.50 SWM-1 --- 2 D 2.13 690.60 690.60 - - - 694.30 DI-1 - - - 3 E 4.01 692.00 691.90 692.00 695.25 DI-1 --- 4 1 13.73 692.50 692.50 - - - 697.00 SWM-1 --- 5 G 4.33 - - - 694.00 - - - 696.50 DI-1 --- 6 H 10.00 695.90 - - - - - - - - - MOD. ES-1 - -- 7 A 6.00 690.00 690.00 - - - 693.20 SWM-1 --- 8 B 2.78 - - - 693.75 --- 696.00 DI-1 --- 9 X1 2.67 6896 689.3 --- 692.17 MOD. DI-3C 6 10 - - - 35.83 6896 - - - --- - - - ES-1 - -- uralnaae Area JUmmar DA Areo(ac) C CA T(c)min i 2 in hr i 10 in hr Q(2)cfs 0 10 cfs X1 0.49 0.8 0.39 5 5.4 6.8 2.12 2.67 A 0.64 0.8 0.51 5 5.4 6.8 2.76 3.48 B 0,43 0.95 0.41 5 5.4 6.8 2.21 2.78 X2 0.72 0.9 0.65 5 5.4 6.8 3.50 4.41 C 0.64 0.9 0.58 5 5.4 6.8 3.11 3.92 D 0.33 0.95 0.31 5 5.4 6.8 1.69 2.13 E 0.62 0.95 0.59 5 5.4 6.8 3.18 4.01 F 0.52 0.95 0,49 5 5.4 6.8 2.67 3.36 G 0.67 0.95 0.64 5 5.4 6.8 3.44 4.33 H 0.17 0.8 0.14 5 5.4 6.8 0.73 0.92 1 0.17 0.8 0.14 5 5.4 6.8 0.73 0.92 1 _ 0.71 0.9 0.64 5 5.4 6.8 3.45 4.35 PLANTING SCh'EOULE BOTANICAL NAME COMMON NAME MIN. SIZE AT AIIN. SPACING QUANTITY TIME OF PLANTING ZELKOVA SERRATA GREENVASE" GREENVASE ZELKOVA 2 • CAL. 0 6 " HIGH AS SHOWN 61 ILEX CRENATA 'HETZI" HETZ HOLLY 36' HEIGHT 4'-0' O.C. 84 O o w¢ Ofow H III Q * w-w I- z _ U0 L`N Li �wZ f` Q �0 LJ Ofw � CL , � "0rvW � U SCALE: 7 "-30' DRAWN BY: RAM PROJECT NO. 8001 DATE-- 9�,198 _ SHEET 3 OF 6 Storm Inlet Summary, and Sump Inlet Depth and Spread Calculation. Culvert Summary Str. No. From 0(10)cfs Inv. In Inv. Out Inv. In. Top Elv` T;/pe Thrl,at(ft _ Culvert Inv. In Inv. Out L(ft) D(in.) B(in.) Number S(%) Type 1 C 6.85 690.60 690,00 - - - 694.50 SWM-1 --- 1 690.60 690.50 15.0 15 0.67 RCP 2 D 2.13 690.60 690.60 --- 694.30 DI-1 --- 2 690.60 690.30 15.0 24 2.00 RCP 3 E 4.01 692.00 691.90 692.00 695.25 DI-1 --- 3 691.90 690.60 130.0 24 1.00 RCP _ 4 1 13.73 692.50 692.50 --- 697.00 SWM-1 --- 4 692.50 692.00 165.0 18 0.30 RCP 5 G 4.33 --- 694.00 -- 696.50 DI-1 --- 5 694.'00 69 1.00 195.0 15 1.03 RCP ( e « 6 H 10.00 695.90 --- --- --- MOD. ES-1 --- 6 695.90 694.20 75.0 14 23 1 2.27 RCEP I 7 A 6,00 690.00 690.00 --- 693.20 SWM-1 --- 7 690.00 689.60 8.0 15 5.00 RCP 702 ---- --- -- 1------- - _.. - ------ i 02 8 B 2.78 --- 693.75 --- 696.00 DI-1 - - - 8 693.75 693.25 53.0 15 0.94 RCP i �__ __ _ _.___ _ _ _ _ _ _ _ _ t-_---_.- _.. i - SEE SWM--1 DEf4 FOR STR. 4 9 X1 2.67 689.6 689.3 --- 692.17 MOD. DI-3C 6 9 689.30 688.95 44.0 15 0.80 RCP 10 --- 35.83 689.6 - - - - - - --- ES-1 --- 10 689.60 689.24 50.0 24 2 0.72 RCP fx THIS SHEET - -- - -- _ _ '*� i o ' i 702 CL 44 702 (1 H I t 696 r --- - ---_ _ - -- - - - 696 102 }- - }00 M NOON r- CA- G3 C2 , 1 CL 696 -------- -- - -- _ ___ _.. 6960 :�I 690 __ ._._.__...___ .__.__ .._ __ _ .__ _-- -__ _._-__ _ __ _ __ _.. _ _ _ __ _ _ _. _ _ _.____ .___._ - - 690 696 1 C5 ui are LL i g 8' WATER MAINT 690 .- - - . -- _ - 690 _ C 0 w D TUM F.LEV ' DATUM ELEV DATUM EZE'V DATUM ELEV 684.00 -- - ------ - - 690.00 --- _ - -- 689.00 - -- 889.00 --' � • LO LO rl I c.G I� (.O 1.0 rl- Oo cr, pp cD LD co r+ 00 <7 % 0" L� � r` 0o n') � co L,O (.O LD L.O CO LAC, cn 0) 0� O O Cr 0) 03 <T C?) 0) CT 0) �T Of L_ C.0 (O LO r- n LG LO LD LO 2 t.O (O LO GD LO <D LO ^, 0+00 0+60 1+20 1+80 2+40 3+00 0+00 0+60 1+20 1+80 0+00 0+60 0+00 C'�J L V1_R T�- C- UL V E-R T 4 c'- UL � E R T 5 (� UL VE-�� T E C UL tint R i v �o ;�'' GRAD SCALE I INCH/ 30 ft. HORIZ.. Q • STORM SEWER PROFILES INCH = 3 ft. �£RTlCAL%" Of) 611011 L_ . FOND B W SWM-1 DRAINAGE STRUCTURE �+ CONCRETE COVER FOR DETAILS SEE ST'D Di-7 HINGED GRATE LL COLLAR GRASS LININGS TOP Os DETAILS HAM • 695AW I SEE DETAILS RG1arq TOP OF SPILLWAY- fi94.80' \ PROVIDE TENP'Y 6' G FOLLOWING AT SIT 4� TOP 694,50' � \ PLUG ONSITE / Emba4ment to be placed and compacted a 8' lifts, _ STABILIZATION cn No Moil, organics or stores greater than 6' diameter--,,-, z q7 shall be used, Material shall be compacted to 95% ofNARK HEIGHT G- STRUCTURE, IN BLACl O -0 i,l p w 3 C- WITH 4' MGM NUMERALS AND 3 L� (A F-- r�s ED w ) maximum density at plus or minus c% opti moisture. _ A VIDE IERVALS F STRIPES I , _ ) V 1' E INTERVALS FROM INVERT OF BASIN. CLEAN -OUT DEfTH'I.d3' (7 \d(j I•-- CALL VISIBLE SIDES) ly (V LLJ 15A' - 15' RCP R 367% --- - -- - I I I U -METAL ORIFICE PLATE Li- Lil BOTTOM OF STORHWATER ORIFICE PLATE BASIN - IMv.• .0 TR' MIA• 1.0 M 'I' O^DEMISACKJRU,ND OR SQUARE[MANAGEMENT ' 1 / 12' MAX. OR 6' MIN. INV. OUT • 64MSW .- _- - -- - -- - --- _-- - - - _- - - .-. -. �U'ENING THROUGH TN6 WAJ+ I ® O RIDRAP At ®CLASS Al RFRAP TO BE USC To FILL SVM DRAINAGE - _ - - L STRUCTURE TO INVERT OF OUTLET PIPE 3' (IY-36' PIPE> 31-6' (42' PI�O SIDE VIEW K FRONT L'IEW • (DEBRIS RACK NUT SHOWN), FOND C POND A SWM-1 DRAINAGE STRUCTURE SWM-1 DRAINAGE STRUCTURE q CONCRETE COVER C:04CRETE COVER FOR [ETAILS SEE -- FOR DETAILS SEE ST'D DI-7 �•Iy HINGED GRATE GRASS LINING 0 HINGED GRATE AND COLLAR SEC DETAILS ORIVEVA' TOP OF ONFH 69a40' AND COLLAR ---- V.EE SEE DEI AILS TOP OF SPILLWAY• 693.5 TDP_ fx 3PILLWAY• 697,Bry �`• O O O O O_OO O�O G+�-O ;Dn_ PROVIDE TEWY e >'twts.- 6' ORIFICE A+' 692.0'TOP • 697.B0' PLUG FOLLOWWING SITE_ -Embankment to be placed and co cted __ _ _ / Embankment to be placed and compacted n 8' lifts. _ - _-_ _-_ No topsoll, orgarics or stones greater ter than 6' damete\ I - I I I O No topsoA, organcs or stares greater than 6' dameter I I I - I shall be density Mo eral shall be compacted to 957. of � `� �-- WITH �I� OF STRUCTURE, µ T � IN BLAEK - 3 ►� � Z z / shall be used, Material shall be compacted to 957. of NARK NEIGMT OF STRUCTLIPE, IN BLAC* maximum densit of us or inns 2% optimum mols-ture, _ V WIVE HORIZONTAL STRIPES Q �A- ( \ 3 WITH 4' HIC04 NUMERALS AND �� 3 - Y P AT l' INTERVALS FROM INVERT BASIN. \ i- CLEAN -OUT DEPTH•12S' maximum density at plus or minus 2;. Optamxxl moisture, A VIDE HORIZONTAL STRIPES 3! L_ CALL 'VISIBLE S F'R �f O ((ALL VIT F INTERVALS S BLEA SIDES) IM/ERT CF BASIN 2 C-- F- j�� 2 I •' \ C l o Z - v METAL ORIFICE PLATE - \ _-----163.0' - It' RCP 6 0.3X - _- - \ I I I - - - - _ - 50=1:7=RCP 2 50Y. --- - -- -- - - _..- _._. - - _- I j METAL ORIFICE PLATE I I CRIFICE PLATE aj � 111 -- -- I �_ WFTOM OF STO7RMVATER _ - ORIFICE PLATE I + _BOTi OM OF STORNVATER a ,�. fl1A.• 4.0 IN, L Ir BOTTOMMANAGE1 OF BASIN IN✓• 690.00 MANAGEMENT BASIN INV: 692.5&-31EBRI': RACK I -�- DIA= 164 Ik ROUND OR ,U ROMD OR Q-DEHRIS RACK / TO SIR 11 11- MAY TmIROtX*I To STR 3 /./ 1 OR 6� M _ _ _ -._ { INV. OUT 692.0' - - - - - -- - - -- -- - - -- - 6'ENINIG rWOJGH THE VAL} INW. OUT 689.tiU' �•4((�}�\•-- -- _ -_ I CLASS At I I ® CLASS At I I I RIPRAP�)- '� ) O RYPRAP I ( ®CLASS At RIPRAP TU BE USE *CLASS Al RIPRAP TO BE USC TO FILL SVN DRAINAGE L - -- .- _-. J SCALE' .- TU FILL SWM DRAINAGE -- - ._ L - J STRUCTURE TO INVERT OF STRUCTlB2E 10 INVERT OF OUTLET PIPE - WTLC7 PIPE 3' 112 -36' PIPE) DRAWN BY PIPE) 3'-6' (42' PIPE) 3'-6' (42' PIPE) PROJECT NO. 800 1 SIDE vlEw FRONT VIEW SIDE VIEW FRONT VIEW DATE: 12-10--98 --- (DCBRIS RA'K NOT SHOWN) (DEBRIS RACY' NOT SHOWN) -- --- ---- - -- - -- ----------- -- -- - - -- - ----- SHEET 4 of 6 690 684 is r- a c IIIIIIIIIIIIIIIA. 703 700 1 694 698 695 692 686 w 3 0 683 z 0 N � � Q C N � � 680 rn of co 0+60 1+20 1+80 2+40 3+00 3+60 10" WATER MAIN PROFILE 703 I � PRNAT i FORCE MAIN o co Z ? W m G _Cv z m w j Q 3 -- G Lu U Op N W L Q 4 c N °� l N L` cV O 00 U ><IV- Cl- + .. '!� O O C?h O) �h O �[� CO L p sF 00 o g g to k 0+00 0+60 1+20 1+80 2" FORCE MAIN PROFILE 2+40 3+00 700 697 Q 694 QL (n 691 W z 11 O W C, 685 I 701 701 1� � 8" OTER _l U I LLCt F� Q L:..I m �J �C O U g L J Lu � I f L" � Cctrrr��, Sit ��", L� o ! obi Lu � k R cep of O ti + + rcy + I O+ + + I w � crno g ^ o 0 0+00 0+60 1+20 1+80 2+40 8 " W4TER MAIN PROFILE french width 711 as re iced 6" did scnedule 40 steel pipe filled w& 3 _a. concrete and painted yellow 7. ' � 2 18" aid. concrete encas4rnent i -tom concrete C thrust block ell BOLLARD DETAIL 3 d'rection of setting to ba approved prior to installation — as r j concrete pod C-6' sq x 6" deep 2' min. - 6" max. I 4L I screw type stone I store to rwivrKrri adjustable �of 6" aboveve top o/ valve box j- locator peg 3-megokgs I a FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivt4 tee with 6' branch C,.4REF71LLY COMPACTED S£L£C'T SACKFILL ,>X—\ wall£ AGGREGATE STANDARD NOT TO SCALE -- TRENCHING AND BEDDING DETAIL METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Da. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Did. Non -Traffic MC-30 (Frame) WITH RML-I-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2' thick pofyethelene plastic 30` deep (vertical crush strength shall exceed 3000 pounds) treated 2•t 4" with -top 6 pointed blue meter cover set 2" above fin. grade prior 18. vanes os required to sodding corporation stop -, 18-21 .,meter by F C SA 3" stone bedding —meter box surrounding box 1 ang I (check valve 36"min. with drain valve 45 8"min onq� yak II 1 bbddtr valve U type K copper tubing, continuous_._�_ �. without Dints from 2 ft voter ma;n lc meter \\ main 6" stone bedding METER SETTING PARTS fine size meter size Yoke ar�qIe yoke DPI valve angle check valve expansion wheel 3/4 5 8"x3 4 YS02 BA94-223W HHCA94-323TD-G EC-23 1' 3/4' Y504 BA94-344W HHCA94-323TD-G EC-23 I" 1" YS04 GA94-444W HHCA94-444Tp-G EC-4 / transition to meter / setting as required curb &gutter T Street _ ldF mr. INSTALLATION NOTES 'I - sidewalk 1. Exact location of meter box assembly to be approved prior to installation. - V 2. Woter service crossing street shall be Y tYPe encased in 2' 6a, SCH40 PVC or M a . • K copper SDR21 piping. The piping shall run from 374" Type K one foot beyond sidewolk, across the Coppsr for N , street, to one fool beyond sidewalk. single meter installation - 1'x3J4" aye '� DUAL. METER INSTALLATION 5/8", 3/4" & 1 " METER INSTALLATION Figure 5 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT N0. 3 - OCTOBER 1998 3+00 GRINDER PUMP TYPICAL PERFORMANCE CHARACTERISTICS 698 695 692 689 ei. y; 5' win. Pavement i 5' Min. sand It — L casing pipe a LCnrrier pipe space s - 3 sets bricked tunnel liner per pope length up ends NOTE. "Separation of carver pipe from casing pipe shad be by erther pressure treated lumber fastened to piping by stainless steel strapping; Of l 2 manufactured sleet and/or plastic casing spacers 4 4' vidth ) SECTION + - SIZES REQUM2ED �- CKS PPE coc PPE WU �•-- 24• Mk Dk mom ►bright can be adjusted l0 oblon Correct percent slope IU 20 375 TMW SKID WER SOW UTERUS a) Casing tnPe shad be SCH 40 PVC or SDR 2 b) 1' diameter pipe for 3/4' d 1' service lines c) 6" dimneter pipe for 2' service lines d) no spacers or sord fill to be installed HIGHWAY CROSSING Figure 3 AMENDMENT NO 2 - APRIL 1997 _ I-0'M• 4' Ad /- 2't 4' t 1• Poll I I t 4'. 4' Pit I 1 4"t 4' bat Fa Pod Ilsk • I Part Dry C&V'mb W4n . and I Part EmpfriNd sac. perm o Tmxp Carrnk 16 and Sal to am"* Vi PIZT SET DEUI Sc* : 1" • i SCFM FENCE DUAL GRINDER PUMP MODEL GP214 INLET(S) 4 /VC SOCKET FOR SOLVENT WILD DWV FITTINGS ( NOTES I & 4 ) �--RATING PLATE WITH SIDES ELECTRICAL WIRING Ni Eza6) T— 30 W Q~~ 4a U.U. 46 W<- `naa 4a I�C'U` 42 Z •o ace ITy � ie 04 92 BREATHER COVER FIBERGLASS REINFORCED POLYESTER (FRP) WITH STEEL ANGLE FRAME MOLDE I � u fi I " W (9) B-32 SCREW STAINLESS STEEL 112) '/A -20 HEX HD BOLT . 6.4 + I STAINLESS STEEL + �• WIRING COVER a LOW CARBON STEEL WITH a.o EPDXY FINISH( NOTE 5 ) POWER LEAD SIGNAL LEAD T HIGH LEVEL ALARM El INDICATOR LAMP ASM (SEE NOTE 7 I LET(S) ♦3,75 BREATHER CHECK VALVE ASM — a0.00 1y75 ADAPTER 1.25 MALE NPT 3.0 I ° 37.2 1.25 9 DISCHARGE 5 +_C PIPF Fl 2 4 (HARD DRAWN COPPER) �_ TURN -ON CHECK VALVE o z 4 6 e ,o ,2 4 6 ,e 20 0 32.0 LEVELNOTE3 8_ANT 1- 29.0 SIPHON VALVE DISCHARGE 0 -gpm , ON ASM AND 14.0 PUMP PI .WATTS . ,0-2i.. (AMPS AT 240 VAC 12.0 SEE PUMP CURVE PERFORMANCE �1 CHARACTERISTICS PRESSURE n"Nrw 24.0 UPFLOW INTO GRINDER AIR BELL TANK GRINDER FIBERGLASS REINFORCED POLYESTER(FRP) ALL CUTTING ELEMENTS ARE NOTES: HARDENED HIGH ALLOY STEEL 1 Can be adapted to any system of DWV piping dictated by local codes Including cast iron copper and non- 7 High level abrm indicator lamp assembly furnished on metalllcs wad plate Z`+. x 4'h inches. Fits standard wall box I by 2. Use Fittings appropriate for wiring material which should others) Install at most obvious location on premises be per applicable codes All fittings must be water -tight and conned per wiring diagram in installation 3 Exact turn -on level depends on In -flow rate during time instruction9 Audible alarm (not furnished) may be delay Interval after pressure switch closes. paralleled vwfh circuit Lamp signal circuit contact rating 4 Interior of tank (wet well) is vented through Inlet drainage is 15 amD at 120 vac piping per Installation Instructions 8 One horsepower, Single phase. Capacttor-start. induction 5 Cover is suitably gasketed and bolted in order to make motor with integral automatic reset thermal overload weather tight protection. 240 volt. 60 hertz 6 Ten feet of type OF cable. prewired and connected with g. All dimensions are in inches DO not scale drawing water -tight wiring connections, is provided for both 10. Specifications and drawings are subject to change power and signal connections Other lengths Of without notice materials available on special order See note 2. environment �nE CORPORATION PROTECTING MAN'S ENVIRONMENT .'3 Batitown Rona • SChPnPctd(h \ry 12309 I t W \ O M (n U 00 rn � z M : z Z a � o � a N o � z L.I O � U � p U Q Y Q L v) Ln M CJ U W LL L_ L,_ ck-_ � oc a CL �t' L.S.i GJ 'u � cn C�n I F a-) Q CV cI V 0 N Cyr I Q(V M > LL •t•r j > 0 (n LU m • „d J OVA 00 U Wv \RG) N I q a T O 2 Ct� 0 UJ _ M �r1�Z r L� NV L L"z' Q Cr ��Ow 6 w CL qo� U ry1V00 - v1 q w O w � j O `J VVV \V Q LJ". SCALE 1 "=30 DRAWN BY- I?AM PROJECT NO. 8001 DATE-- 912198 SHEET 5 of 6 DI -1 54" are lobe praerded wenn H e 40-« greater�� 2.� NOTES F. eel«be sm Sid sT-1 rT-.1_ ♦. = J-p,o Deep role Ilrrfir.r, Oepnr 1M lobe p Far yea« deotn uep w Steweare d-u �qr __ 2"inn when epe0hea-Dorn the rmwt NaMfnooed dS 1 L - in occrce wiTtor SM d Pon IS- I The toll$ or A A H < < - -i6e 7e ay «darf.,.SAfN ON Placing Col noberal, •,crow ai to h sopaq H a be mctueed In ne Or ce bid to the drop N J E E E 1Y a e,s'.+ee n N r e1n i7ants'- ��! 24' ,nbe, compete -- N 1V IV Intl • . . This is. muy be Pre Cost a, [eft ,n OW. 1 Ae cost in place corcle a r4be Class A3 Far Drecoet e, 5e. sheer 10303 an 1— The lr-rnernr- shown on h 51or,darOs be ON et1l,.d m SECTION A -A on the plain sib be nrlosureo I— the, 1 a the out I/oil Pipe a hiss, too a the shuctu,e Plan -H' dw.nmro�f 9 7-7•--1 9} we acpo.rrrote -ly I« [Shmptrnq Purposes and the 4_2• ocrr 1 der gn,s,Ce shall be del. m,ned by Ill. Controctor held c-dr,ions PLAN "4 a 6 5moah Dowers so opprox 12_ 0 the want en oral or ew Ou" pp a tghr Doi I Grote Rerrtoe"d) C-C le W paced n all ores odlaeeeh CONCRETE QUANTITIES FOR MIN DEPTH h barren of it,- ,enctrxe nw Dirt of the sp,e%w * weep hole with 12".12" padre Iwdw«s Id OtwAtrlg cor,clete to areeent 12'c any moe- 144a Curd► Concrete ,Ice be Shand wie, cam rhos to to Prewr,e fica ndinq settepm"nt IS core Pipe - 1520 Cu Tde Concrete a CO refer n the strucM The cot it, Tarn vi rMsh i 0 03,eed ,teen else, b coot Pipe - 1620 Cu Tds Carerale ster�g Sop W ndbd w e,e tr,.reeln fie did 0 OJ I cn, re.nbar 1 1, heu d eo.rele 0 2•a4'nolen mdyr W Sh.aPht enee led fr ,yieeti hardware cloth am go 1amly a P o ided. SN Slodm d T-D1 3,4 2s-mte age - Lai 7 C. Tes mreloo er mucts" auteta .f errvrb.. Ada D 40 Cu we per eddlhWW root of dseh. Mrrore n SECTION STEEL SECTION CAST IRON _ 2-6" �„ NOTES p_4•Ia^0 !-3} Lug! a W I � or tnteee cent .en color Ar C Any alecNle melhoda a he oncrage 4 rneetwg she oW...1 of the Ergs Ie«, lay be suMhtutad nor the cast an wad 43 elW 66t3 Dr �., aBraceAsh,rItJ0 rL7I Q �I loll i"qf Shoes. hwean pl�,n���y � }.4 slw she« haoN }:I}, 4" nfiee cannncbre ___ j 4 _ 1 `v SECTION C-C T�-2} � APPROMMATE WEIGHT SECTION B 8 04WNSIONS FOR CAST IRON ONLY Cof, Mar Gra. 363' IS Its DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SPECIFICATION REFERENCE 12 -24 PIPE MAXIMUM DEPTH(H)-10' 233 VIRGINIA DEPARTMENT 302 104.01 TRANSPORTATION i END -SECTION 12"-60" PIPE Hub rid on outlet end -sections 'sptgerat at on inlet en+e-&scions _ x T tX -- r E Concrete to be i I 4000 PSI Min PLAN r C -� -13 J:r Bar a, steel Inbrc T A SECTION X-X Tpipq I ENO VIEW -- SECTION DMENSKM DIAM A 8 C _ D E 12" 15" 24• 4" 7-0" 7-6" 6-1" 3-0" 4-0" 5-7" ---" 30" 11an0si 4'-6" I'-7 6-I " 5,-0" 36" 42' I'- 3" 1-9"- 5' 3" 6-3" 2' p " 8 1 " C O" r-�I� a �" C- 6" ae" 2' o" e'--o" 2' 2" a 2" - T o" 54 2'- 3 -5 2'-9�" 8' 2 ' 7'_ 6" 60 2-11' - Sand B-S SPFCIFII IOf REFERENCE 302 DI - 3A- 38- 3C .4.i sm.an Oo.r.gor at XC-crowance,wwi r•r eetecsbe Sheet I of 2 so .eN•"e conC N pnt.eM eNlles.M 'mile. at dosil o 2•. 4-nacre may be provided See st.her is T 01- 3, 4 Sterna" damp .M'r ! 2t•f#.i Gol.on, red —Far Senors, of Misl Frprn• B Col., Golvcneld pate ant ere Lan b• 0 ►•rl ?� so. Sid IC -2 an on angle a 6e•JO am IS to g• e«.c beonres,«aawim+'s4"sludwlear t - - - _ - i )• Y M• r - 6"'• g If .ogw1 to Writ ph." T� : I ' t .4` s,w 4t� r. rot cup. fir o, z r r t o III .e I Tin A ire e i]{-�� swig• y� NOSE DETAILS sr. s "Wo cw Rl w. e- --^e 2-Ior- r II i M r YS 1- el Cre M A !' u g •erS aH. s..w.nw ,.rwi [seotwtw Howl L •2• - .. gent [ It Steel n 0-11rt1sie I. Neer•. C"r. er .ire Inre"r« c,we, OuHec i• le e• ewnN (ses mos.) g•I--i -ems r• -P-� PLAN ... nSECTION 8-B _ cu L-WteW- Yu 20 �2a { • t 6 -{ - -- s"� t-e ._ -� tiny« c.b,, s"e ° Aw.•oa re, I Al B 1 � �i �, �p•e G"IM Y r -- ------------------------ - ---�' Swint 1 J � 2., Ll - - _e Den z ti e• a e I' me, -- y o hen f s- ntwex.r Ties. A w•se e•a fir ier ..r °• 1 hordwors Cloth weer new with CS-3 It Cc-7 tlewe«es I I -� FRONT ELEVATION -o want I, ccii BSI" iwd""Wa Dos as. w fie -fan ("tr reereee) r J. wo.w.a s erawwtr .Menr4'1e se because 4 0- or owl., or me Dino« po.�, n enrar „ r v •rtrw IS erw...eew wralr,el ,cup a Fr .rep a-. sot A a .. r"c W., ns .n..r, a In. ., ,,,, ex new....w he* ...' i2'. i2 lesrte erewene � sid sr •rwwn ww,o. ro wr.ra she. -Q r owes-,f e w w e•I--!'-e•--I e" wok•. Sroroore rw,. Tor a cw,",rc•w ..m co+ . .""cI ,e TM cow W.— fine IN it r,r••h r "ewerw stw beats .fine area e. wu-aa M ewe _4=d aaw<.-:'1me.etrn w Pint• wa nor tq .vacwn -wen o, Iyh. Se"ura, IS siwera U.o.we 0i-wine ee.a..r.eweewchree r.rrr SECTION A -A fr eaaeeetsw enre wwnlw nss webers See mot 2 St 2 wt.,a •I .fireclr.. t• 1 �AW pew. DI-3A 01-38 DI -SC ww 4e r-- L -, L r r _E.. _ 110-, Fr .r p„ DETAIL WHEN USED tin 'ro sixbe siese M sent W. r W .ywtevnr ADJACENT TO CURB WITHOUT GUTTER ' m. s,ertwa, w i,h.tr wane a 0-cur e.r .bent . e .h.r.e w •oxnlraenr• wes: ^n. won, .". m.owrN lees Srnere elr, IS-i the cosh or I.,e.ren" Site, pill" se wie.rgbe ton r r a ... a,i I., p.. so she, fie" .1 Inbetde r en fih•e•'" a r• a FsceAe" is er• enter sr e. M rep rren a,+ssim firs firsvam• P1.1'H-e,w•n4wr we .pose —be wlr eon . merry pw. w.x ono m ecmm Ois.n.�w.l.n.l s e. NI•rwxnw 0, iM [O.H.c r4r Leger of hew ILI •,h, w Seen...... fie .wn i.en Mew new I,fie c—., i,... whew Iwlel Is were e. 4'-0, IdS41M sec. is, In H, r. r. M Muse ,• cM/rr Dinh prems ewe The nee, ww, a wacea w sow m .4. STANDARD CURB DROP INLET SPECIFICATION 12"-30° PIPE MAXIMUM DEPTH (H)•8' REFERENCE VIRGINIA DEPARTMENT 2ql 104 09 of TRANSPORTATION 503 ALTERNATE END -SECT -ON 12 60" PIK ES- I H.b I N an outla end - secrhane spge «wen rule, ens- section" Xi-------- — E Concrete to be j--- 4000 PSI Min PLAN rC B •J'1 Si II -A II f D --- .�'1 h-- ----1 SECTION x-x ENO VIEW _PIA -�- 4 0" - ' 9 - 9 to -3Q_ _ 11/ a 0 _ -1 4-6 30. T 3 48 AF 6-0 t;-2 7-0 - -6 _5---- 3- -0. NOTE Pipe length. shown - pans an based - End -Section de"n Shoran on n,e left If the controctor elect$ to use Me dlenNta design shorn - Ihe right, lingths rill be reduced by the difference n danena- "D SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT Of TRANSPORTATION ME Is Radius to be as shown on plans Joint — -- _ Rodiol combination curb and gutter - e 1 I" A-t--T Street approach some surfacing as mom line roadway Mom line roadway Note Width "B" 2'-0" or as shown on typical section HALF PLAN N� 1 U I U U w U) Gutter line Face of -,Gutter line Main tine Roadway Cwb Curbs of Side Street L---- --- - _ _ When used in contunc[son wish Standard CG-3 or CG-7, the curb face on this Standard Isla De SECTION A -A adjusted to match the mountoble curb configurol'un SPECIFICATION I REFERENCE STANDARD CONNECTION FOR STREET INTERSECTIONS 502 I VIRGINIA DEPARTMENT Of TRANSPORTATION_ - - - 263 oe 4- . . . . b -77 / ..............1.1.......... . . . . . . . . . . . . . . . . . . . . . . . . . The botbm of the curb and =6' 2'-(T' gtJ11Dr may be constructed parallel to the slope of sub- Nftaoa courses provded a marwinum depth of 7' is This al may be rot. at maintisirted. the optic n of the contractor This our'.) shall be used when design Comb, curb 8 puller, having a radius of speed is 40 MPH or less on Rural 3D0' or less (abnp face of orb) shop be highways and 45 MPH or less in paid for as radial combination curb 8 developed Uten and Suburban 9mv. areas CURB & GUTTER DETAIL Ttws item may be precast or cast In place. (CG-6) Concrete to be Class A3 if cast to place, 4000 PSI k precast Paved Shoulder subbase M n I -r Select Material or .--�_-Q-Q • - '- Stabilized Subgrode _o`_ :^s y=4' C+r 1. _ outlet - Pipe Subgrode -1 3" 31 Grode (Desirable) e 2" ••Geote.iie Drainage Fabric 1'or2' 1'-0" --No.8 Aggregate Variable -_---(Edge of Paved Shoulder) i • 1' A no stabilized mot'I. is used 2' if Slobs I -zed mat'I is used PAVED SHOULDER SECTION UNDERDRAIN OUTLET MARKER DETAIL 4"x8" 1 /32" Min. Steel Aluminum or or 08Q inch Min steel rivets or Aluminum Plate - __ i bogs compatible - PovemeM U-Ty a Rolled •q'-0" Iwith post material Rail Steel Post at pSz a ubbase t rOinpDl�.�__�. 1 33 lbs /fl or _—rrr,7[arlal ...... .. r ran r 4• or fi" el De Subgrode — Culler Pipe Aluminum ANo y - 6063-T6 Is .78 i Lbs /Ft 3% Grade No 8 Aggregate- / (Desirable) Steel posts and plates to be pointed or galvanized in accordance with the ••Geotexile Drainage Fabric--- spec lf painted the final cod shall Na13 No 11 0-0 be aluminum point or white point ®Select Material or Stabilized Subgrode Material Mocker to be placed at outlet end of all underdroin installations barring locations where uggnderdroin is tieinto CURB AND GUTTER SECTION other de directed byrtheaEngneerturee or 05 SPECIFICATION REFERENCE 240 258 501 -- -701 LONGITUDINAL PERFORATED PIPE Crushing Strength LBS_/LF Type of Pipe - W.T. 4" ID _ W.T. �~ _ 6" I.D. - Vitrified Cloy 1000 1000 Porous Concrete Woll 1000 1100 Concrete 1500 1500 Corrugated Steel 52 Corrugated Aluminum 0.48� Asphalt Fiber 1200 II 1400 Smouth Won PVC 1031 1.153I 111) 1 Corrugated P E. •• f Alls M-252 M_SHTO M-252 • Wall Thickness (min) -Inches •• Coiled tubing allowed in 4" diameter only CG 1t UD-4 l NOTES Outlet pipes are to be installed at 45' to underdroin pipe Bottom of underdrain trench to be 4" below bottorn of subgrode Where possible, outlets are to be provided at 250' intervals using 4" underdroin and outlet pipe K necessary, outlets may be provided at up to 500' intervals using 6" underdroin pipe for distances over 250' and 6" outfoll pipe Drainable material shall have a maximum of 8% material by weight liner than standard sieve No.200 .fill droinoble material is a stabilized open graded drainage layer material, fabric must wrap completely around the underdrain trench and lap 12" over the top of drainage layer NON —PERFORATED OUTLET PIPE Crushing Strength LBS/LF Type of Pipe - W T 4 I.D. W.T. 6 1.D. Vitrified Cloy - 1000 1000 anon r ele 15M 1500 :ofrugoled Steel 0,52 Corrugated Aluminum 048 Asphalt Fiber 1200 1400 Smooth Wall PVC 103 153 Smo<Ah Woll PE AASHfO M-252 AASHTO M- 252 • Wall Thickness (min) -Inches STANDARD PIPE UNDERDRAIN FOR PAVEMENT EDCEDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION - 3' q M1n� � Pa ml ssoble Construction Joint - - - - - - - Pot Uri CG-1,2 ,Fan - T - - pay Uri CG f2 VOr wl 5/de.fid� or o • o o� .Vdr.4' Mln S/dewolt -'�'A7cY • o00 MInsmT Concrete cc RADI,Q PLAN Cover I/2' A —I q Permisso" Cavurrucflon JdrN � � T B Vor,l01n � Syra E t�a I Tops curb Ne/pm dawn ---- to O A IHs pyrif of �Y One -- J COrVIrA,e of IwllelpN -jc(;�-, wrers appitco0N. _ In _—_.-- --5_4 8' Bois a 12' PC C INOtlT12 0"Cre/1Min. Vor.wldln Sldeeeolk aSidewalk Space - Corsrruc//on Jdrr Pay Uro CG 12 C U 6Q i TYPICAL ALTERNATE RADIAL PLAN FOR USE AT APPUCABIf STREET CONNECTIONS AND COMMERCIAL a For Coavtarclo/ Erstrorice ENTRANCES. I H" Truck TrofflC A,Nfclpo/ed I see Sraroord CG-13 steer 203JO - t J • o; - SlgOc 12� Ma.Irrum I A ' TANGENT PLAN ISOMETRIC VIEW •7'sellers, Srd.CG-3 CG-7 Is used. NOTES r Sidewalk Area 7'-! Is fro MrJmum Curb rortp rloor /o be lass A 3 Corcrere !floss A-4 It pecastl wi In slip resistors' IN rot furrote cwalnp 'to errlre wldtn Or lllp romp dace Pronto floor 14 De (wllA or wotaA buffer strip) rsWIrenwll to oclyeve o 12d slope derec1odi worrdfv precast or cost In plop), Tie derocrobte wor Nnq sron be yaldded W on exposed oggr Voile Srd.CG t 6' 7`0 firill Romp Stoll no, exceed d moxfmum slop of 12/. or CG4 Me'. er Flored Sid" of "a relrtp 10 So psxNm ed piolllNvol sil roro flow air ey v flow uJtnq p- - �� ' MJSODIo cpnOrsuCllon Jdrl will required Dor J. • • �_' - If ramp floor Is pecOel,toles lust be provided for dowel Dori so Ire od fairdfV flared Sias can be cost In yap offs procernent of precast ronto floor. Precast corcre/e sron be class A 4. SECTION A -A rNs Item may be Requlrsd Dots on to be Nos x 8"occed I'pryer to center along born sides of few ramp yemst Of cost In yoca flan, mild-depnn of romp r/aor. MlMmum concrete covet, IV,*. CufO romps w111 be measured and paid rU, of Ire contract UNl Pikes rot Hydravllc Cemery •5 . B• Bars a 12'c-c _ PerrNssotwe Construcilon Cancre/e Sldewalt and Exposed ogpregdfe sidewalk. ccvnplate, lapioce --Slope /2,1 Afax/mulfe JdN Cur D/a mb and putter slope Iranslrlans adjacent ra curd ro/yps ore Included in prymery for cur0/curo and puller. e..•..rwr o . o : a: 8 : -o . Wren used In conjunction with Standard CC 3 at CG 7, Ire curD /ore on Iles Srorxldrd Is - .' __• • . --- `- -- — -B-B - - • _ - 10 be adjusted to march me chOrxNob/e nob cOyIpufarICe SECTION ff Access/Ole mule Is aertned as o cavltxuaus Curb Romps are to be located as srvs,n an era sons or as aliacled cy Ito t ftplrner. o b umbsnucred.sroae.firm Ord slip feJlstoN porn s'tecong all acts.13161e elerraNs Of o ro' They ore to be pratrlded of fnlerseclions wfw&of on occOJsable roure m within Ito r/pNaf way of o Np/►,ay focllf/lyy crasses a curb regardless Of reftp, sldewalt Is eA/sflnj;. o •o. ball of Exposed u.o• aggfeqdle sidewalk focfl/ty trial proposed or rone.ISlsr1.7ray mq be Offset ffW pedestilan Crosswalks as sAaen on pans ® T(edfine v setwe wIOfh of sldewa/k a slaework can be eppraocited.enlered and used by prsoru with mobll/y rrnorr ro ls. or a$ dlrecled Dy rite friplieer,buf stoula nor De located blond ve/Ncle stop Ibis space /s less Iron 7.� ----- -------------- --CURB Ealstlnp llgypoNs.flre /tdrwiss.drga Ifeefs.erc.wlll0150 offer)plocement. RAMP SNCOCAI -4p RE FN RcACE ._ (PERSONS WITH MOBILII Y IMPAIRMENT S1 Sot TO i to � VIRGINIA DEPARTMENT OF TRANSPORTATION MENRev/seat 42893 SO4 V ON� OD U 6 LL LL� •taw O � i 111 C 1 Cd CL / J e 3 C�� 2) t� •VA U t� W W > LLL QOWc�l �q 9- W�Z>� �tV�J� wOiQ `oSV)wz: UWZ ,0 w ti0 O� (Z ((Vyy fill q CTl W � w (O()� jV W SCALE: 1 "=30' DRAWN BY: RAM PROJECT NO. 800 7 DATE: 912198 SHEET 6 of 6 i ff 54-A-81F TERRY L WITMIRE DB 679 P 83 ZONED: M1 USE: INDUSTRIAL 1 �. 54-A-92B COUNTY OF CLARKE, FREDERICK, & W IN(CHESTER CITY DS 708 F i 88' ys �/jy�` �,- ZONED- M1 1 1 6 9 _' — ` USE: REGIONAL JAIL of c'" - ?q:• i' �4 R.P. 5MKE IN WFF 8�55 jlh� •Fp ..._ �.. :.' Fps, P.61 pL j £� \� ��•`�� : :::::•:'..•.. p4s �'Ri� DER Flo ......... SpFEO �'n4/ Lk 1322 k p'9 f�T rrU �,, o/S,* -tkor -_ W' (. X�.' x- �i 54-A 81H - KATHLEEN M. & 5TANLEY C. PETTERSON D8816P1111 ZONED: M1 L--� Ex, &w 54-A-81C I USE: INDUSTRIAL p} ___ ---- — W KATHLEEN M. & STANLEY C. PETTERSON I _ �__—.__.__-.—_.-_- - ------ W ---_ DB 816 P 1111 ZONED: M1 f� USE: INDUSTRIAL ry m— D8 816 P 1111 ZONED: M1 USE: INDUSTRIAL - - -. _ w -- PARKING CHART BY BUILDING BUILDING OFFICE WAREHOUSE TOTAL REQUIRED PARKING E 5880 0 5880 24 1 0 2100 2100 0 (NO NEW EMPLOYEES) 2 3000 6000 9000 18 3 2400 4800 7200 14 4 1800 3600 5400 12 5 2400 4800 7200 14 6 3000 6000 9000 18 TOTAL 18,480 27,300 45,780 100 REQ. PARKING 74 28 102 100 (1 /250 SF OFFICE, 1 EMPLOYEE PER 1,000 SF WAREHOUSE) H.C. PARKING PROVIDED 5 STD. PARKING PROVIDED 97 TOTAL PARKING PROVIDED 102 4" SOLID WHITE PAVEMENT MARKING PER SECTION 246 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. PROVIDE TEMPORARY CG-6 BETWEEN PHASES :wy 3 . 1 THIS ENTRANCE' I ,. CONSTRUCTED :_ • .COINCIDENT WITP ti I BUILDING #6 ' t t , 7 , 54-A-36A FORT COLLIER GROUP v> I. DB 766 P 73 EX. CURB; TO {-` 1 ZONED' M1 USE: VACANT .� BC REMOVED. 4 r 1 IE yi 1� INV.=697.02 PHASING: ♦ PARKING TO BE PHASED COINCIDENT WITH BUILDING CONSTRUCTION. • PHASE LINES ARE APPROXIMATE FOR BUILDING PARKING. UTILITY PHASING COINCIDENT- WITH BUILDING PHASING UNLESS OTHERWISE NOTED. • TEMPORARY CG-6 REQUIRED BETWEEN PHASES. • PHASE 1 - NO NEW EMPLOYEES • PHASE 1 AND 2 TO BE DEVELOPED CONCURRENTLY. • NO OCCUPANCY FOR BUILDINGS 1 AND 2 SHALL BE ISSUED PRIOR TO THE COMPLETION OF ALL SITE IMPROVEMENTS IDENTIFIED IN PHASES 1 AND 2. r CG-6 12 FT. 4*x 4* WOOD RAIL Ir-� 1'r 8' ROUGII SANK _WARDS C�LONGW/1- SIACIGERE (NERLAP 6'x 6' (TREATETr a SLOPE I'OR DFMk;E WOOD �PQP T 1845E & —_- - 5/8) EW MUS 4'x 4 Mb00 RAIL — 4 tz - 6` CONCRETE SLAB w/ 6.6 �i A *0 A �-_-- UIRE MESH (SEAL COR( " SAG"7 (ifAS[ ABSORPTON) LAB o 12' OL4 CONCI�TE .---•�-� I F00TNG EYFANSION JOW A' SECTION A - EACH FO0..T FOOTNB (TYPICAL OF 41, Ff 10 (2) 6' CONCRETE T `/ Fll1 ED POST �1 12 — 14' PLAN _VIEW 144' ---- 10 I 9' ON N %F� ,o I m - DNiIpONS MAY 14RfY FOR 9" COANECT4* To - S �B AQJUSTAE4E HtIIGE (iIPI AL 4f" DRLL HOLES IN CONCRETE TO LOCI( GATES N OPEN y' SOLNRE AND CLOSED POS111* SIM TUBNO i I (2) 24' LONG 3/8` RODS Y 2' SOLAK STEIL nHIHc SHOP WELD 7rXi AL:.x>fHTs 1 _ 1 3 t 2 OLD rH WE sl (CONC. APRON) FONCA ? ROLGH N39 MABC/ 6!-4' LONG Nlk BCMr+)s � � I FRONT ELEVATION --- STANDARD TRASH ENCLOSURE DETAIL a)UP1110 SO4LIF 30 15 0 30 60 ( IN FEET 1 inch = 30 ft. moplarl 00 0 W4 tt� C� 00 U) 0 C4 W LLw aF4 � 9-3 7lGWN 1q ' 0 o w-t woW N LAJ G1 Q CO F- Z NWC7 v- cv G 0 L- Z tLij Y0w a ow Of SCALE: 1 "-30' DRAWN Wt JDS PROJECT NO. 8001 DATE: i - 1 1-98 SHEET6.A ce 61