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Home My WebLink About21-99 Shade Equipment Co. - Stonewall - Backfilea U rn rn m CV LD Lri LO Q Q, 3 'D CU rT- I Ln m m N T CU L U7 0 E a LU r cn Ln m Ui CU 0 CENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP = SCALE. P 2000' 1 EXISTING INTERMEDIATE CONTOUR - - _ 33 -��J R� 0 00 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330 N �i County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion �� y C 00 N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 �C� J z o :E Ln °' 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, a licable. In the event of conflict between an of these standards, specifications or PP Y P EXISTING EDGE OF PAVEMENT ----- EX E/P-� _ -- ��, -� m i -� a� I o I must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P _ � cNv relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration VOSH Rules & Regulations. EXISTING CURB AND GUTTER „ EX C&Gi�.:: RT. 37 m 41 of 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation and PROP C&G a`n (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether temporary, PROPOSED CURB AND GUTTER ��5. -' ,�, `' x `_3 does issuance by VDOT is permanent or CG-6 CG-6R 1 14 o0 T O B 3 � L 4. Approval of this plan not guarantee of an entrance permit when such permit shall be in accordance with the current edition of VDOT s work area protection manual. TRANSITION FROM CG-6 TO CG-6R _. - - - - - - �32 /T� � `> S - O rn required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's y. ,0 66 ROAD N `- 5. �� The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, y> 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T �'z.. 9� ��:�'l'-' ,f, � a) 0 �, with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T �� : ;- <` F'f' > (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be " V4. Design features relating to construction or to regulation, control and safety of traffic may be to deemed b VDOT. EXISTING STORM SEWER X. 15" RCP �� `ate G O a w CO c responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to subject change as necessary J 9 Y Y " PROP. 15 RCP � F o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior' to initiation Contractor be for VDOT PROPOSED STORM SEWER r �� LL_ of work, shall responsible acquiring all necessary 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER z o STREET ADDRESS 1237 MARTINSBURG PIKE Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE P- WINCHESTER, VA. 22604 v contractor, various County agencies, utility companies and VDOT prior to initiation of work. MAGISTERIAL DISTRICT STONEWALL � 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE T P PARCEL IDENTIFICATION NO. 43-((A))-30 c) W embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for z 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE LOT AREA 6.136 ACRES 0 o than 6 will require revised pavement section prepared b Greenwa Engineering and approved b the owner. q P P P Y Y 9 9 P P Y inspection. PROPOSED GAS LINE DISTURBED AREA 41,475 SO. FT. _W � v 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the CURRENT ZONING M-1 & M-2 > W o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE CURRENT USE COMMERCIAL in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. FLOW LINE -� - i - - PROPOSED USE: COMMERCIAL o 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P P P P Furthermore, access to other properties affected by this project shall be maintained ENVIRONMENTAL FEATURES (NONE EXISTING cl� be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE 4 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE Q SETBACKS - BUILDING: M-1: M-2: w one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during FRONT: 75' FRONT: 75' m a. and at the end of construction. EXISTING TELEPHONE POLE � SIDES: 25' EACH SIDES: 25' EACH rn rn 13. The contractor shall `provide adequate means of cleaning mud from trucks and/or other equipment prior to -i REAR: 0 REAR: 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE REAR SETBACKS HAVE BEEN APPROVED BY THE ZONING ADMINISTRATOR W I I whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE - T Q N N condition at all times. PARKING: M-1: M-2: p I I 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT STREET R/W: 25' STREET R/W: 25' o 0 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPERTY LINES: 5' PROPERTY LINES: 5' sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE BUILDING HEIGHT: MAX. PERMITTED HEIGHT: 60' MAX. PROP. HEIGHT: 25' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m OUTDOOR STORAGE: NONE PROPOSED W/BLDG.; EX. STORAGE SHOWN ON SITE PLAN standards and specifications of City of Winchester. prior to placement of fill. EXISTING REDUCER '> 16. The location of existingutilities shown in these plans are taken from existing records. It shall be the P 9 PROPOSED REDUCER F.A.R. CALCULATIONS � contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall LOT AREA = 6.136 AC = 267,284 S.F. > prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN EX. BLDG = 15,559 S.F. utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) EX. HOUSE = 777 S.F. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT EX. BAKERY = 2,271 S.F. E-� 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 ANDIOR JURISDICTIONAL STANDARD KAMP CONSTRUCTION PROP. BLDG. = 4,900 S.F. Z result of his construction project within or contiguous to the existing right-of-way. P J g g g y Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to PY FUTURE BLDG. = 3,200 S.F. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 TOTAL = 26,707 S.F. 26,707/267,284 = 0.10 (F.A.R.) O U must be provided to City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OPEN SPACE CALCULATIONS 19. The developer will be responsible for the relocation of any utilities which is required as a result of his LOT AREA = 267,284 S.F. project. The relocation should be done prior to construction. V15. The installlation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H C / 15% OPEN SPACE REQUIRED = 40,092.6 S.F. V W shall meet VDOT minimum design standards and is the developer's responsibility. g P P Y 1 0 092.6 S.F./267,284 S.F. = 15% OPEN SPACE PROVIDED 20. These plans identify the location of all known grave sites. Grave sites shown on this plar will be protected in accordance with state law. In the event grave sites are discovered during construction.; ine owner and V16. If required b the local VDOT Residency Office, copies of all invoices for materials within q Y Y P VEHICLES PER DAY COUNTY 100 � LANDSCAPING CALCULATIONS W engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING PERIMETER = 1 TREE PER 40 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering P g Y y g g acceptance of work. Unit and total prices may be obscured. PROPOSED PARKING PERIMETER = 480' Z �-- O z at (540) 662-4185 immediately of any discrepancies between actual field conditions and t,,e approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement 480'/ 40' = 12 TREES REQUIRED W 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an basis. EXISTING STREET LIGHT TOTAL TREES PROVIDED = 12 � proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered account receivable PROPOSED STREET NAME SIGN PARKING CALCULATIONS E-' rofessional engineer and results submitted to Frederick Count prior to pavement construction. If a a geotechnical report has been prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT REQUIRED PARKING Z 23. Contractors shall notify operators who maintain underground utility lines in the area of excavating TRIP CENERATION DATA SANITARY MANHOLE INDEN11FIER 12 O OFFICE - 1 SPACE PER 250 S.F. w E-i Q proposed 2800 S.F./250 S.F. = 11 SPACES REQUIRED �--� CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines TRUCK BAYS - 3 SPACES PER BAY 0 STORM DRAIN STRUCTURE IDENTIFIER O EX. 2 BAYS = 6 SPACES REQUIRED in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. LAWNMOWER REPAIR = 1 EMPLOYEE = 1 SPACE REQUIRED W PROP. PAINT BOOTH = 1 EMPLOYEE = 1 SPACE REQUIRED THIS R� VI T�rT ION L NOT EASEMENT LINE - - - - - - - - PARTS DEPARTMENT = 1 SPACE PER 200 S.F. 5 SPACES REQUIRED Water/Sewer: City of Winchester /I l CENTERLINE - 1000 S.F./200 S.F. = AFFECT TRIPGENE A TION. DISPLAY RSPA PER 3,000 EXISTING SPOT ELEVATION 12.0 9,000 S F./3,000 S F.3ESPACES REQUIRED PROPOSED SPOT ELEVATION +3 715_ TOTAL SPACES REQUIRED = 28 TOTAL SPACES PROVIDED = 33 Phone: BellAtlantic EXISTING TREE DRIP LINE P.O. Box 17398 HANDICAP SPACES REQUIRED Z Baltimore, MD 21297 1 SPACE PER 25 SPACES ♦^ w FIRE MARSHALS NOTE (301) 954-6282 MISS UTILITY 1-800-257-7777 EXISTING TREE _ , 15" PINE ,y n 15' OAK � HANDICAP SPACES PROVIDED = 2 �J, Z O SIGN DATA Power: Allegheny Power P.O. Box 1458 �^ MAXIMUM PERMITTED HEIGHT = 60 Hagerstown, MD 21741 PROPOSED TREE �Pg� PIN OAK MAXIMUM PERMITTED AREA = 100 S.F. 1-800-654-3317 FIRE LANE MARKINGS AND SIGNAGE MAXIMUM SETBACK FROM PROPERTY LINE FOR FREESTANDING SIGN = 10' Gas: Shenandoah Gas Co. ANY "NO PARKING" SIGNS AND YELLOW PAINTED CURB LOCATIONS WILL BE INSTALLED NO NEW OR RELOCATED SIGNS PROPOSED P.O. Box 2400 BY FIELD INSPECTION AT THE DIRECTION OF THE FIRE MARSHAL'S OFFICE. Winchester, VA 22604 CO VER SHEET (540) 869-1111 ,SEAL Project Name: FINAL SITi_- P[1,►', 5�4DE EQUIF1 I NT CO_, INC, Owner: Address, Including Zip Code &Telephone No. 123'1 MARTINSBURG PIKE W_A 5-4ADE EOUIFt'IENT CO., INC. WINCHESTER, VA 22604 ARK D. ITH 9 (540) 66-1-1600 O No 0��22/2837 Developer: Address, Including Zip Code & Telephone No, SHEET INDEX SIONAL 5,41-iE 45 ABOVE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. COVER SHEET SHEET 1 OF 5 15] WINDY HILL LANE GREENWA, T- ENGINEERING WINGHESTER, VA 22602 SITE PLAN SHEET 2 OF 5 (540) 662-4185 PROFILES SHEET 3 OF 5 PROFESSIONAL SEAL & SIGNATURE DETAILS SHEET 4 OF 5 APPROVAL DATE: 03-24-99 EROSION & SEDIMENT CONTROL SHEET 5 OF 5 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND - SCALE: N/A ORDINANCES. ANY DEVIAT10N OR CHANGE -� IN THESE PLANS SHALL BE APPROVED BY `"'� 2--7 1 g DRAWN BY: THE ZONING ADMINISTRATOR PRIOR TO GAS CONSTRUCTION. ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL JOB NO. 2335 * F.C.S.A. 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C I i/' __ 1 r X IJ a i J W y i �► I W `� - ----- __ _ ,ter ' - - y_ _ _ t4 ,� - _ - f, �S' p I � q v _ j -� 1.1 u4 I l lr ___--- - _ _ _ _ _- _ _ - �_� Y __ -- _ --a" I- s AnKI � � - �r> J. -- 1' ,� �' �- V w _ ry - -- -- C-r ____ _ r::/ V) _ _ Q, I x / E,, t�� , -_ - _ _ _ - -- C - _ _ �. _- r `r '1,, `^ S = ✓ F r i �t,✓t U j+1a s 1 =- _ �''• ^+_ � ' / ! /If _f - `y c; �$ Z __ �'f j, Y - /, �, - r _ -__ _. C- a -- _ I w __ _ _ _ _. _ _. - - - _ f " T �_�.!.t}^i t+`'r`- i � �--- �-. I It%i�' -``"4. __._--__-_-...-_..___~- .,._ " - --•.. ,`!ram-:.- ' �-, •a„„" 0) Y �, � !" % j� , F t-``� 'i:� rl1 I �, ' CE NOTE: 11-� 44 z // , J { -'! F � �_ �= << , -i --- r x. ;= I i ;:.PAINTED ! { r,1 !%r', - - -- --_ __ ___ z.___ _ - _ - -_ - - -- t r,. _��G. - -_"" _� - :~ - r7�L �J } q; ti-- 11 ` / PROPOSED CURB, STORM r`� W (s., w _.__ _._ ___._______ __._.__ � _ _ - j\�� - `, , SEWER AND STRUCTURES O E,<. CE __ _ _ _- _ L - _ R -V -" 2 ,_ 1 :lT_J` TO RE NSTALLED BY V.D.O.T. x U - ,—�� A o, r�Ai-_-------..._,._-----.------------- — - T1NS�,<J - z -_ __ _ �„�� ,-� PI ,e ; __ _ __ _-- ____ _____ PROJ. 4 10 , G . ____ ____ _--- _--__ --_-__ _-�-- ---- "...`_""`.c��,�___ -_---.-._"`m,��„I ---- 45 i..l -_ - - R6 ` �� O `�Op• I `� � � �� ...-- � //,�� -7 .�,�' � � �sFM _ _____ _ P.H P _ I _ .` K - ME TE �'` ""'"'--• IL x. <4 u SAE -- (Y F� - _ -�. A. _-_ram _ t " - _ - ` 4 _ ��_ ~------ ---- .. MIT FX - _�� - - ;- ¢= G _ 1�__ � ,/ . SF - _ Ev Xg T -_ - __ - - - - ' W 11� ---_.. - ,_. ~` .- •` ___� _,.�_ - ,�,� ,----_..__••_ fi-.'v 1'�,-.,n; 7-r•_ , `+`G1�'-I- �.% ri�_ '.,,,� �-.-�`-'"C'-.` � .,� �•` ``,` Is 0 �3 , \ � `_ ,,�" � ,pk/N � � � FJ•-1 - 1a ,,. 5'�`-- ��,_ 7 __�_- Li _.; E I '�"�2 s S G SET w �, _ :> _ S1 °4 3 qC PROP. 6"x2" TAPPING 1.- _ �'�- --•- �'"' - _ I L� } ;.� rye'_• - _ - _ �Y 86 NOTE: ALL EXISTIN6 UTILITIES ARE TO REMAIN IN PLAGE UNLESS OTHERW 15E NOTED. GURVE DATA GURVE RADIUS ARC, D15T. GHORD DELTA TANGENT G I IG50.10 559.5gi 55-7.11 N 37 22 58' E 16 27 00' 281.55 SLEEVE 8 VA `.. �i "--•._ ``_ X• _;1 _ _~J- - j1t i�,__,_,�?IIII _ _ - -- _ _ 124 E-i If I ' __ ^ ^ /_, E `- �,`'_ I _ i ( �_, �' (-�.�. [lam_ — ` _ ..,,,_ ` l't 10 1'-,'-_,!::�, --, , - 4 SKI TM ' ``- _ ~~"` 6' ..._� -i . _ b,7r _ T� )-,4 � Z N F _ l "„�-,'ram -�,,_--_ "I '.,`-=,v; - i U `�/D R/SAS 1 / --E ``_ `` ��: -- �_' I 1_�z - ) / \ - Y� ,per., 4 rl~. z N�l --- - �� /�"" (n NOTE: ' l ` f '`''1'1 �� _ _ 1 "`_ `� ,_ A' TE'A.\ __ PROPOSED CURB, STORM r tr}ll A --_L,�`], -,N V; .. - - - 'I., v,. SEWER AND STRUCTURES �``'-- ` r `� �; j f,N ✓ �' F li TO BE INSTALLED BY V.D.O.T. Q /y\ Q -`'- I'VI'-,l%t -- �-Z'r _ ,lam-- - � � ' ! - ', J - w`\ fib i! 1` l�' PROJ. # 6037-034-103, G-50I. / _ - _' d;,-" _ , �` _..- __ ! p , 1 �'t /,U m r), z :� -___.; `� ;,�� , __*5 N Y' .. �-�,.0 DATE: 03- 24- 99 NOTE: A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM FREDERICK GOUNTY D.P.W. PRIOR TO BEGINNIN6 ANY 6RADIN6. 30 15 0 30 SCALE: I" = 30' /_.� _ I �C/ Q -- 1LI• - �. n AAROIv M TM 43_ U w D •if IL�� ))-3S i bo Z 0 �• 5$3 M. ZU iii � m US�ZpN�D: M_ 680cK�RMa41V �, GOMM,Rc / �L SCALE: I" = 30' ______._ _ , -- ._ 1 ,, � �i. 4` DRAWN BY: CAS \, �1 �, FILE NO. 2335 SHEET 2 OF 5 CT) o') cy) CD Lc) CD CD CM CV cn m cxi CD cn 0 4- W c_: C:l LLJ CD -0 c\j U) (1) 1 700 1 695 1 690 1 705 1 700 1 695 1 690 1 700 1 695 1 590 LZ ^ W IIQ) �11<j L Q) ON vi GRAL)E EX 0 0 2' o? PVC ," P� Ly O Q)O cl- k Z: X (.0 C) � Lij Q) Qr- 0 +50 1 PROFILE SANITARY SEWER LINE ';4 SCALE., 1 30' HORIZ 1 5' VERT 705 700 695 morelITPOA NOTE.• CONTRACTOR TO INSTALL CLEANOUTS PER BOCA CODE PROP, GRADE F.F.F.F.702.25 V— EX. R Q) �96G `pVC SCH. 40 @ 29 120 4"! 1 Q Q) QcJ C) Q) cl- Ly Q� ct� Q) Q.) Q0 LT tea) c) II CL CL Zi 00 C) CIO Q) `ill + CL + QL cL 0 +50 1 PROFILE SANITARY SEWER LINE "B SCALE.- I" = 30' HORIZ = 5' VERT 710 705 700 695 morolvToA MIM N Q PROP. GRADE EX. GRA .4n 5A N1 � 25-2 - 4" pvc 5H. 40 I NOTE.- CONTRACTQR TO INSTALL CLEANOUTS PER IBOCA CODE FERAL 0 A , (a2.5% Z!Q) LZ 0 +50 1 1+50 2 PROFILE SANITARY SEWER LINE "C SCALE., 1 JO' HORIZ 1 5' VERT 0 _....____...4 ----------- . ...... ............ . ...... . .......... N GRADE, —4- CL 4 EWER LA . ... . ..... ..... 40 tilTARY 41 4" P SC H. i so . . ......... . . --- ------ ........ ------ (j Lo NOTE.- CONTRACTOR TO INSTALL CLEANOUTS PER' BOCA CODE c) CL _L._ . . . ....... . .... u - ----- Vic, Z ---- i O� (j II j I \ a_ CL_ p + + CL C14 cl) 0 +50 1 1+50 2 2+50 PROFILE SANITARY SEWER LINE "E SCALE.- I" = JO' HORIZ 1 " = 5' VERT c_ LLJ Q6 LLj k Li �:lj ca kz w LLJ C) CL CL Lu Lo Q) -_j Q) N Q) 00 0 +50 1 1+50 2 PROFILE FIRE LINE SCALE.- I" = 30' HORIZ I" = 5' VERT i J+50 4 37 pvc SCM. 40 SAN. SEWER LATERAL @ 2Z 2+50 700 695 w0*110A Q) EX. GRADE 00 .. . ... — pVC--SC �o LA TE SANITARY !SEW ER NOTE- CONTRACTOR TO INSTALL CLEANOUTS PER; BOCA CODE WZ 26 C) Qt� lz -_j Lu Q) Q) Q_ W (n cl- ---------- Q) p) Q) rip Z Cy) Q Q_ CL Z + CC) Q+ 0 +50 1 PROFILE SANITARY SEWER LINE "D SCALE.- 1 JO' HORIZ 1 5' VERT 0 M Cc ui ui m ui C\2 C in co c\l It .5 c\? , co c: CD C\2 �o > in 62 LU 0 4 CC 0 V) rB � N Q) 0 01 to Q) z 0 5� ti Z! O Z� Z) (y) E- N rl I O F_ => cl) L0 oo 0 oli DATE.- 03-24-99 SCALE: AS NOTED DRAWN BY CAS FILE NO. 2335 SHEET 3 OF 5 �M4 SHADE EQUIPMENT CO. EROSION AND SEDIMENT NARRATIVE PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A 4,400 SO. FT. BUILDING AND A 3,200 SQ. FT FUTURE ADDITION. EXISTING SITE CONDITIONS: THE SITE HAS SEVERAL EXISTING BUILDINGS, THE BIGGEST PORTION IS OPEN AND GRASS AND GRAVEL COVERED AND SLOPES TO THE NORTH AND WEST WITH SLOPES OF 2% TO 85o. ADJACENT PROPERTY: U.S. ROUTE 1 1 BORDERS THE PROPERTY ON THE EAST, AND CIVES LANE TO THE NORTH, PENN CENTRAL RAILROAD TO THE WEST AND A GRASS AND WOOD LOT TO THE SOUTH, SOILS MAP #30 14B-FREDERICK-POPL IMEN TO LOAMS 2 TO 7 PERCENT SLOPES TYPICALLY, THE SURFACE LAYER OF THE FREDERICK SOIL IS DARK BROWN LOAM ABOUT 7 INCHES THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 60 INCHES OR MORE, IT IS YELLOWISH RED SILTY CLAY LOAM TO A DEPTH OF ABOUT 12 INCHES. BELOW THAT IT IS YELLOWISH RED AND YELLOWISH BROWN, MOTTLED CLAY AND YELLOWISH RED AND YELLOWISH BROWN SILTY CLAY. CRITICAL EROSION AREAS: THERE ARE NO CRITICAL AREAS ON THIS SITE. EROSION AND SEDIMENT CONTROL MEASURES: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. SILT FENCE STRUCTURAL PRACTICES. 1. TEMPORARY CONSTRUCTION ENTRANCE-3.02 A TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK SHALL BE INSTALLED AT LOCATION SHOWN ON THE PLAN. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE HIGHWAY. 2. SILT FENCE BARRIER-3.05 SILT FENCE SEDIMENT BARRIER ARE TO BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AT LOCATIONS SHOWN ON THE E & S PLAN AND SHALL BE INSPECTED AND MAINTAINED AFTER EACH RAINFALL. VEGETATIVE PRACTICES: TEMPORARY SEEDING-3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED. PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE ACCORDING TO STDS. & SPEC. 3.32 OF THE HANDBOOK. STORMWA TER MANAGEMENT NO STORMWATER MANAGEMENT PROPOSED PROPOSED STORM SEWER SYSTEM MAINTENANCE ALL INLET PROTECTION, SILT FENCE AND SEEDING TO BE CHECKED AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. Ut c U rn rn CJ CU v 0 LC) v LO Cll Q1 a o� 3 L7 CV Er c� I LC) m m Cu T CD L Ln 0 U C (X C a Q LLJ QX rn L Ln Cn c>7 cu u� ILL_ 0 x 30"x36" ALUM. ACCESS HATCH (S 1 R-3036) 1 112" BRONZE GATE VALVE (TYP OF 2) 90' ELL 2 " SCH 40 PVC - FORCE MAIN 18" 2" DRESSER COUPLING I 1/2 X2" REDUCING TEE 5, 000 PSI REINFORCED CONCRETE Standard UUMy Deta11 Department of Public Utilities 4" SCH 40 PVC fFROM CAR SALES BLDG. INV. = 695.20 zl'*FOR PUMP CONTROLS PLAN VIEW 4 " SCH 40 PVC FROM EX. BUILDING INV. = 696.96 DUPLEX GRINDER PUMPS 4 " SCH 40 PVC FROM PROP. PAINT BOOTH INV. = 696.60 2 " SCH 40 PVC FROM BAKERY (FUTURE) INV. = 694.50 PUMP STATION DETAIL (NOT TO SCALE) 1) All fire hydrants shall be traffic models. 2) Restrains can either be all thread rods (stainless steel) or Meg -a -lug flanges. 3) Lead valve shall be restrained to the main line. 4) 4 1/2 • steamer noale facing roadway. 2' I 3 WAY I FIRE HYCFANi t I O Gr70UNC 1 111 ui� FIRE hYCR1NT 5 CLl YD. •57 STONE ✓ pLp `1ri :�' ♦'4 I I j CONC. THRUST SLOCX t 2 CU. FT. MIN. I -A0.tLS7ABt_E VA LYE BCX AND COVER COfvCRET'cc RECUIFEC IN UNF4VE: AAEAS OJ.P. M.J. t Nam' 6' GATE VALY E F?RE HYDRANT- IEc tandard Detail Revised: (Detail No. Fire Hydrant Installation Date: Approval: 30'x36" ALUM. ACCESS HATCH (S 1 R-3036) TOP - 700.50 FIN. GRADE - 700.00 � a ALARM - 694,45 LAG PUMP ON - 694.05 LEAD PUMP ON - 693.8� FLOAT SWITCH PUMP OFF - 6 INV. - 691.50 8 "� a METER BOX and COVER METER BOX (See Note) METER BOX COVER 18 in. Dia. Non -Traffic M32C-PW Traffic A32HH - T 24 in. Dia. Non-Troffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top 0d) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top 6 painted blue meter cover set 2" above fin. grade prior varies as required to sodding 18" corporation stop 3" stone bedding4n. er by F.C.S.A surrounding box meter box (check 36 angll valve with drain valve 45' ngle yoke ball valve U type K copper tubing, continuous without J1oints from rater 2 ft. main to meter main 6" stone bedding M line 91Ze meter size y 3/4' 5/8"x3/4' Y5 1" 3/4" YS 1^ I" Y504 BA94-444W HFiCA94-4447D-C EC-4 M o rn to back of INSTALLATION NOTES: sidewalk:::....... 1. Exact location of meter box assembly n - to be approved prior to installation. - 2. Water service crossing street shall be s 1 type encased in 2" dia. SCH40 PVC or M o s K aopper o .' 3 SDR21 piping. The piping shall run from 3/4" type K72 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 N0. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 0 a 4 " DIA. VENT W/SCREENED MUSHROOM CAP 0 1- SLIDE -AWAY COUPLING w/1 112" BALL CHECK PUMP STATION DESIGN DATA DESIGN BASIS RESTAURANT 12 SEATS FLOW PER SEAT 50 GAL. TOTAL RESTAURANT DAILY FLOW 600 GPD BAKERY 2000 GPD OTHER EMPLOYEES 23 OTHER EMPLOYEES FLOW 575 GPD TOTAL DAILY FLOW 3175 GPD NORMAL DAILY FLOW RATE 2.20 GPM PEAK DAILY FLOW RATE (2.5 PEAKING FACTOR) 5.51 GPM PUMP DESIGN HIGH ELEVATION 737.94 FT. LOW WATER LEVEL 692.85 FT. STATIC LIFT 45.09 FT FORCE MAIN SIZE 2 IN. FORCE MAIN LENGTH 95 FT. EQUIV. FITTINGS LENGTH 60 FT. TOTAL LENGTH 155 FT. PUMP FLOW RATE 37 GPM VELOCITY (2" PIPE) 3.78 FPS FRICTION LOSSES 6.62 FT TOTAL DYNAMIC HEAD 52.5 FT. PUMP SPECIFICATIONS PUMP MODEL ZOELLER GRINDER PUMP No. 840 IMPELLER N/A HORSEPOWER 2 HP RPM 5450 RPM VOL TA GE 208 PHASES 3 CAPACITY 37 GPM @ 52.5 FT TDH PUMP PANEL SPECIFICATIONS PANEL NO. ZOELLER ALTERNATING, 208V, 3P DUPLEX CONTROL PANEL * THIS IS THE LENGTH OF 2" FORCE MAIN THERE 1S ALSO 5,250 L.F. OF 6" & 8" FORCE MAIN i } ^XT'=z-i.r:rvrrn^�rT�T �etw�� -I•�L" VYbN LUNY. ... ! 1 t III U ��r•�I��.� i _�1.i7aST/LaGIIV! i� 1 I I I I� i�� I �. )mot tt�•^ r��• I I v. rcr*�r I i 1 I ' ' ' I ' I - ��-•��" a l4ct[• I -I• i'>ic QJf C i 1 KTX _WIbA~N 4. �rwvs j I I - ` I I - GATE 2-! _ALA I ; ,✓T Z/ + CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1, SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. s'MAx. FLOW� J. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4• 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DR411VAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE • Adopted fmm Instdlotion of Stmw and Fabric 571er Barriers for Sediment Con lml VA DSWC PLATE. Sherwood and Wyant r.r,• � � 1 ALL A.4A'CtIAL - -t.uueGFL- FRettT b VIL'S�L I ( I I I i I A=^ 11Ol'7 A= 1'-I /rG A /-J" i I in r-.. i. 6'X6 X _ 1OX10 °: °: WWM�-f- 8" CONCRETE 00000000000 4"MIN. 21-B 000000000aoa0000000000 0000000000000000000000 DUMPSTER PAD DETAIL (NOT TO SCALE) STONE CONSTRUCTION ENTRANCE 70' AMz A EXISTING J P.4VFAIEM� s:1 FILTER CLOTH-""6•y A LOUNTABLE BERM 110"T "d SIDE ELEVATION EXISTIOG GROUM 70' MN. B 10 ANN. r 12' ANN. ' 10 Mrt•� fX157MG 1 PAVEMENT 41 POSE flvr COURSE AGGATo5£DMFG4TF NENr s I TRAPPING DENCF + ANUST EXTEND FULL IY10)N OF I11GRESS AND EGRESS PLAN VIEW OPERATION 12' AW.. {•`Ir� K Y �!-- d o o h e :� r a• AM. ?' FILTER CLOTH SECTION A -A ` -q RfT/JFORCEV CONCRETE DRAM SPACE SECTION B-B SOURCE.ADAPTED from IW AkrrWand Standards for Sod erosion and Sedment Control, and Va. 0 WC Plate 302-1 0 z W W z 0 z LUC\2 o 0 LO 00 Cv r , a) it i Cat CO LO I � Z� � > x Ln u7 � W w o o U �� 0 � H kill a> o Q) >' w � Z 0 v o Z O Y 7 j o v O � W 0 j W m Q_ rn W rn I i � Q N N Q r-, o0 0 0 to v 00 Q <c O 6 O PR�� DATE: 03- 24- 99 SCALE: AS NOTED DRAWN BY: CAS FILE NO. 2335 SHEET 4 OF 5 , I k I _1;;� , _T i� \ N \ I \ � .-,>" I-- _ - ____ 1 �_-;6;;�_ 1 \ \ � , - -_ I // -�,, ___ _ --- **-ft C/ I'll -43-((,4�)) U � 11 \ " --- --- 0 \/,�_s I \ \ , I - — ---) �4,L,,_ "%%% co)Rf_-55A / 11 I \ \ \--- I I i_lq j,. 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FANIlf-C) t-INE 1�_ll -uq* -------.------ jr Q,5 . - ---,------.,----------.-.---- - - r , _______________-____-__A_ _____ ---.--- MART-j—p T-e—a __,_______�.l lloat - --,.---.----,-...'.."..--l''--- -.-,----.-- I.---- __ _.___ --IN- - Nsf3U ------ 5 M.P. _��__.___, ____i�i_��K_�� 1-i�Fd;;--6e--i��i4-------,-.-------.----------,-------,--------.,-,- _,-�?____ - , EX - iz r _777:7:7_7��77��SFM____ - RG p I- __ H. -----,/KE - ___---____spc-e ---'----- 0 - -TH — — 5FM — � SFM � 057-ED --- ___,_�=_='� ... :z,--:z-- z:::7__ __ ___ E R ___spm__l ___________----___D LIMIT ----.--t --:--- __ ---__ __ ___._- _� ----_---_ 5FM---------, zz "--.- ---.-- __ — ____ --- -, __�, __ I , , , , , , NOTE: A LAND DISTURBANCE PERMIT SHALL BE OBTAINED FROM FREDERICK COUNTY D.F.H. PRIOR TO BEGINNING ANY GRADING. CURVE DATA GURVE RADIUS ARC, DIST. GHORD DELTA TANGENT - cl I 1150.10' 55cl.8cl' 55-7.cl-7' N 3-1022'58" E 1602-7'00" 2akab' TREE LEGEND SYMBOL NAME SIZE REMARKS Po 12 PIN OAK 2" GAL E34 E3 EROSION NOTE LEGEND & GON5TRUGTION ENTRANGE & X_ X_ SILT FENCE PROP. 6"x2" TAPPING SLEEVE ,$ VALVE I I I I , - . I I-. \, " F-, __ ... N -11 f I ,,� ! .1 ... ... 11, �, I - -I--"------ .... - __ . / : I 1 u- ,, ��* (,_7F-,',l,,, , . . - _.- .-� .. ..-:_� �l Vi ��__ i�lll - ..,-- I / ... �� l C-) __ t? ...... � I= I 1 'Ai�_, I . . ,it\". - - - �_ - - V'l P_� , - f,� I - __ - z 21�1 I A i I . . I F-rl - - NOTE: __� e�7��___, $ 4q� 1�1 ( __ I . v 11 - 01-yt7 -___,. :f.,- , I 1-1 / (CA �9 / , � 1 4 . - ______ �v - - -1 - __ -1 E_ (�7s4l - k� 'l /�l l I , .'PROPOSED CURB, STORM - - - .. I- . . . I.- , - j __ __�;z I / .--Z::- -7 t, / . I - - - _L , �-t 2 1 / ul �zl -_. - .� / .5ENER AND 5TRUGTUF;ZE5 z 0 - - �,--- 1 // 1,�_, � ,-) , .'l - . . , , _`:�, - fDj , '11� I . � . 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'I � . -, . . . 1 _911___ - \ - - '. L -1/1 - , - 1� V-k III I . ,_ A) I .0 11,11,111 . T_ - _ _777 Z_� __ _ -, , - 1. I I �� oli' 0*'*,�_ ... . )AZ 11 ___ _��Z�: - - �/ rl 1_. A,)115A , "A/tzk,�,G I ��_:Zzzz__ -----------I---- ft"oll. - ---__, __ �,��_ - _� 1 ;!--- __:�_��= .. kmw� , ,,,, / -17 - s,-,. I . w Z�_-_- I ------- - � I -, - _Z___� � ---I'- 'L.'� \, , _x , . . _5,�77 E- . , '5- - , " I _. I - .1 I,> �30 " --., . _eAck --- 1�. i _::�� __ .5--. __:7,:� - J'�. _, I , i��l - --, -,Zl- � , 't, \F I . . LLI z�-__ ,)� __ ,- , py, Q -- . z �D .4" - - __ I... ,..f I "I ZA". __ __.________ - oft%% � 0 ,Z_ - __: - . - , I ... , ., 4,.3\ kv . 1 __ �_.�_ l,:,l,4,- ,_.l.. - "I - ,I--- -I - - - ------- ______ I ..I 0 . 1-� - -, -------- _� __ - * - - i" -�k, _____ f "' I , __�t T_ LLI x li� iN -- . �`lc-'�,'AL_ J-VNI -A.0R8IZrJJEEOF�l: ____- �P�z-,--__I-, -.--,-I.t�i.__�,,-..l \\ �-1,_-7,;�, l, 's- " �)_ �6_-__ 7,---,o ,( -"- ], \ � \\ " l I, w Q 7ZA_/ j_ - _lt'v 6a- l i / %_. , - CzA N _, —__ --.:-- - \ I- .. --- -:"!,,. 11 ,jq,/�',` U) CAN�- --_:,L) I _____ �---?,D -:_It3�z - -tZ_- - // 1, v I . t1ti- - 11 . / ____ Z,� / ---w�� " /I "_ - - I _- _!A,t7-� _��_�_ - - , " I '-- - � - - ��: �' , I NOTE. � _7'-__--- ,,�, �*,_, . _ I , /I - PROPOSED CURB, STORM i cill _:J�,, j 'D 1 ft*- �� 'r)_-::, _ lz�l�f I --- :��-� "I - :-I - 10-/ �� _�ZI-o'y P�4 I. ,Qwl�-_', ---.:, � SEWER AND STRUCTURES .::�� - __ �--A- ___ lllf�� ___.��__ , k. � - �_-_ . - 1 Py, t �, \\ � __ Z��Nl_rz ____� __ - .z_ - 11 -- , - f-4f - -) I - 'k TO BE INSTALLED BY V.D.O.T. Q ( Q )__ --- , - / r � 11, n L1.1 __ --:Z:-'L_ - /J%� � � , I." . � .;, - - - / - -, --�- //,v7- --t-) - ---,-- - - PROD. # 6031-034-103, G-501. �z " -,-.-.- -��, �Q/_ ry (f) I- 1-1 / - �_ � \ / .. '' � . - .. A� . , 30 15 0 30 5GALE: I" = 50' it) Z � )�j Q() -_j 1---.) Z' Q (00 U a- a Q/ ro lj� (f) 11 0,- T�- -e- /�A RON rI" \1 1I -owj --V- \A,- � 8 /LEA((A))-35N1uC/ I\ ?o53IGz'F -4 iseNOL65OR",AN :coM,j-,EIeCIAL I �5�1 DATE: 03-24-99 SCALE: 1" = 30' ,P\ I DRAWN BY: CAS - I FILE NO. 2335 SHEET 5 OF 5 FQ a U 3 CV rT- I CT ) m Cki T QJ L U7 0 U 4- Cr E o. Cr w 0 C_ cn I Ln M m / 0 i7 0 D M GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP SCALE: � 11 - 2000' 1 o 000 EXISTING INTERMEDIATE CONTOUR - -- - - _ .- -, 33 J� �� • (0 1. Methods and materials used in the construction of the improvements herein shall conform to the current V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INDEX CONTOUR 330UJ N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion \�0 y 0 'gyp C'O a N N and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR 40 ��,� z a :E rn 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT -. -.-- ___ EX E/P� _� _ �ti m -� of must be provided prior to issuance of the site development permit. The approval of these plans in no way plans, the most stringent shall govern. PROP E/P - N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT a_ `n Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration VOSH Rules & Regulations. EXISTING CURB ANQ GUTTER EX C&G RT. J7 / m °' � of 0 It 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation and PROP C&G _ Ln (VDOT) and Frederick County prior to construction in existing State right-of-way. V3. When VDO)T traffic PROPOSED CURB AND GUTTER ,QTS -' ,S, FOB x 4. Approval of this does not issuance of an entrance permit by VDOT when such permit is working on right-of-way, all control, whether permanent or temporary, CG-6 CG-6R �N plan guarantee shall be in accordance with the current edition of VDOT's work area protection manual. TRANSITION FROM CG-6 TO CG-6R SITE required under State law. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's �; xy�' ,0 66 ROAD W U 5. �� The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE T fiea° F.'r+' �T Q) 0 c - with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation PROPOSED TELEPHONE LINE T T � C�, �Pz cF� > o (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be V4. Design features relating to construction or to regulation, control and safety of traffic may EX. 15" RCP responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to be subject to change! as deemed necessary by VDOT. EXISTING STORM SEWER PROP. 15" RCP F 0 o Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation Contractor be for VDOT PROPOSED STORM SEWER �� of work, shall responsible acquiring all necessary 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. representative of the developer must be available at all times. EXISTING SANITARY SEWER S PROJECT INFORMATION 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. If required by the local VDOT Residency Office, a preconstruction conference must be PROPOSED SANITARY SEWER STREET ADDRESS 1237 MARTINSBURG PIKE o Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE WINCHESTER, VA. 22604 v contractor, various County agencies, utility companies and VDOT prior to initiation of work. MAGISTERIAL DISTRICT STONEWALL O 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P PARCEL IDENTIFICATION NO. 43-((A))-30 W embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Z 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE LOT AREA 6.136 ACRES 0 o than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. inspection. PROPOSED GAS LINE DISTURBED AREA 41,475 SQ. AFT. U) v 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated V8. The Contractor will be responsible for maintaining adequate access to the project from the CURRENT ZONING M-1 & M-2 W o oU on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance PROPERTY LINE CURRENT USE COMMERCIAL in accordance with the Virginia Erosion & Sediment Control Handbook Sec 3.02. FLOW LINE -' - -' -► PROPOSED USE COMMERCIAL o 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall pP P P P P Furthermore, access to other properties affected by this project shall be maintained ENVIRONMENTAL FEATURES NONE EXISTING Z � be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE -X X x * X X X X x 4 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE SETBACKS - BUILDING: M-1: M-2: `'ct m Lki one litter receptacle shall be provided at the construction site. V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during FRONT: 75' FRONT: 75' and at the end of construction. EXISTING TELEPHONE POLE SIDES: 25' EACH SIDES: 25' EACH rn rn 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to T REAR: 0 REAR: 0 entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer Pines within existing or proposed VDOT right-of-way are to have EXISTING WATERLINE W/ TEE I I REAR SETBACKS HAVE BEEN APPROVED BY THE ZONING ADMINISTRATOR Ld whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE - 'T' Q N N N condition at all times. PARKING: M-1: M-2: p 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V11. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT D& STREET R/W: 25' STREET R/W: 25' o �I 0 sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut immediately brought to the attention of the engineer and VDOT. Work shall cease in that PROPERTY LINES: 5' PROPERTY LINES: 5' sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE e BUILDING HEIGHT: MAX. PERMITTED HEIGHT: 60' MAX. PROP. HEIGHT: 25' 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PROPOSED WATER METER m OUTDOOR STORAGE: NONE PROPOSED W/BLDG.; EX. STORAGE SHOWN ON SITE PLAN standards and specifications of City of Winchester. prior to placement of fill. EXISTING REDUCER '> F.A.R. CALCULATIONS 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the V13. All roadway fill, base,. subsurface material and backfill of utility/storm sewer trenches shall PROPOSED REDUCER LOT AREA = 6.136 AC = 267,284 S.F. � contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed to The be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN -� EX. BLDG = 15,559 S.F. prior construction. contractor shall inform the engineer of any conflicts arising from his existing � ^ utility verification and the proposed construction. AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width HANDICAP RAMP (CG-12) EX. HOUSE = 777 S.F. , of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT EX. BAKERY = 2,271 S.F. E1 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a performed by a qualified independent agency shall be conducted as required in the VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PROP. BLDG. = 4,900 S.F. Z Z result of his construction project within or contiguous to the existing right-of-way. P j 9 9 9 Y• Road and Bridge Specifications. A co of all tests shall be submitted to VDOT prior to 9 P copy P FUTURE BLDG. = 3,200 S.F. �D 18. When grading is proposed within easements of utilities, letters of p g g p p permission from all involved companies final VDOT approval. PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES Al2 TOTAL = 26,707 S.F. 26,707/267,284 = 0.10 (F.A.R.) � O U must be provided to City of Winchester prior to issuance of grading and/or site V14. VDOT Standard CD P and UD underdrains shall be installed where indicated on these plans W.development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION OPEN SPACE CALCULATIONS d �4 19. The developer will be responsible for the relocation of any utilities which is required as a result of his LOT AREA = 267,284 S.F. project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way HANDICAP PARKING H C / 15% OPEN SPACE REQUIRED = 40 092.6 S.F. V shall meet VDOT minimum design standards and is the developer's responsibility, g p p Y� 40 092.6 S.F./267 284 S.F. = 15% OPEN SPACE PROVIDED W 20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected (-� in accordance with state law. In the event grave sites are discovered during construction, the owner and V16. If required b the local VDOT Resident Office, copies of all invoices for materials within q Y Y P VEHICLES PER DAY COUNT 100 LANDSCAPING CALCULATIONS W engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to PROPOSED BUILDING ENTRANCE PARKING PERIMETER = 1 TREE PER 40 f,4 R' (� 21. The contractor is to verifyfield conditions prior to and during construction and notify Greenwa Engineering p g y y g g acceptance of work. Unit and total prices may be obscured. PROPOSED PARKING PERIMETER = 480' Z �-+ O � at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. V17. Prior to acceptance Iby VDOT of any streets, any required street signage and/or pavement 480' / 40' = 12 TREES REQUIRED W 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. EXISTING STREET LIGHT TOTAL TREES PROVIDED = 12 114 1 2 U proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered PROPOSED STREET NAME SIGN ��11�� T PARKING CALCULATIONS rofessional engineer and results submitted to Frederick Count prior to pavement construction. If a In, M geotechnical report has been prepared, it should supersede the requirements in this note. PROPOSED SANITARY LATERAL CLEANOUT REQUIRED PARKING Z 23. Contractors shall notify operators who maintain underground utility lines in the area of excavating TRIP CENERATION DATA SANITARY MANHOLE INDENTIFIER e OFFICE - 1 SPACE PER 250 S.F. w E--I Q proposed 2800 S.F./250 S.F. = 11 SPACES REQUIRED ,� F-I CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the operators of underground utility lines TRUCK BAYS - 3 SPACES PER BAY a' STORM DRAIN STRUCTURE IDENTIFIER O EX. 2 BAYS = 6 SPACES REQUIRED in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. Y PP 9 Y LAWNMOWER REPAIR = 1 EMPLOYEE = 1 SPACE REQUIRED W PROP. PAINT BOOTH = 1 EMPLOYEE = 1 SPACE REQUIRED W E-•+ U TIZ �r T BE T,�T ION NOT EASEMENT LINE - - - PARTS DEPARTMENT = 1 SPACE PER 200 S.F. REQUIRED U) Water/Sewer: City of Winchester ,L7 i'�'IL CENTERLINE - 1000 S.F./200 S.F. = 5 SPACES W AFFECT TRIP GENE A TIONa DISPLAY AREA = 1 SPACE PER 3,000 S.F. EXISTING SPOT ELEVATION 12.0 9,000 S.F./3,000 S.F. = 3 SPACES REQUIRED Q � PROPOSED SPOT ELEVATION 715 3 TOTAL SPACES REQUIRED = 28 TOTAL SPACES PROVIDED = 33 Phone: Bell -Atlantic EXISTING TREE DRIP LINE P.O. Box 17398 HANDICAP SPACES REQUIRED Baltimore, MD 21297 r ry,_� � 1 SPACE PER 25 SPACES � W FIRE MARSHALS NOTE (301) 954-6282 MISS UTILITY 1-800-257-7777 EXISTING TREE ` "� }' ?�f'r� _`' 37 15' OAK `,��- 15 PINE HANDICAP SPACES PROVIDED = 2 � O SIGN DATA Power: Allegheny Power P.O. Box 1458 �.� MAXIMUM PERMITTED HEIGHT = 60' E-+ � Hagerstown, MD 21741 PROPOSED TREE �Pg� PIN OAK MAXIMUM PERMITTED AREA = 100 S.F. 1-800-654-3317 FIRE LANE MARKINGS AND SIGNAGE MAXIMUM SETBACK FROM PROPERTY LINE FOR FREESTANDING SIGN = 10' Gas: Shenandoah Gas Co. ANY "NO PARKING" SIGNS AND YELLOW PAINTED CURB LOCATIONS WILL BE INSTALLED NO NEW OR RELOCATED SIGNS PROPOSED P.O. Box 2400 BY FIELD INSPECTION AT THE DIRECTION OF THE FIRE MARSHALS OFFICE. Winchester, VA 22604 4 SEAL COVER SHEET (540) 869-1111 Project Name: SHADE EQUIF1 ENT CO, INC. Owner: Address, Including Zip Code & Telephone No. P "`'' - _° ✓ 1237 MARTIN55URG PIKE r-, ' ;,,;544DE EOUIF�IENT CO., INC. WINCHESTER, VA 22604 �n V ARK D. ITH 7' (540) &ro1-Iro00 � P ! l� .0 No.022837 O (J Developer: Address, Including Zip Code & Telephone No. SHEET INDEX `sION SOME A& ,45OVE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. COVER SHEET SHEET 1 OF 5 I51 WINDY HILL LANE GREENU)A1' ENGINEERING WINCHE5TER, VA 22roO2 SITE PLAN SHEET 2 OF 5 (540) 662-4185 PROFILES SHEET 3 OF 5 PROFESSIONAL SEAL & SIGNATURE DETAILS SHEET 4 OF 5 APPROVAL DATE: Cd3-24-99 EROSION & SEDIMENT CONTROL SHEET 5 OF 5 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND SCALE: N/A ORDINANCES. ANY DEVIATION OR CHANCE IN THESE PLANS SHALL BE APPROVED BY `'` )2-7/9 DRAWN BY: THE ZONING ADMINISTRATOR PRIOR TO CAS CONSTRUCTION. 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ITC` �._#�« _ _ �_ _. _ _ _�� -� - �.. ��' `� c ,�, ` , r;i+ ,p�r'' r. �1 ` <. - __- _ ,, __-_---____.____._.�_ _. ___ _ _�_._�_ .'-�..._ ..__ - -��-_ -- .- :,•_ Fk:� --1�I, �' r epill/ 7� ;'ir PROP05ED CURB, STORM : JR0 _ __ __...__ _ �i� U E 7 ; � �_ '` ----- r� ; _� /r SEWER AND STRUCTURES ,� - - -_ __ _ - ------w-_ _ _ _ _ _ b T 11.__ , -,� _ _ �f ----- i , -- c e _�...�,c E;�. b �a t+ ' � i� E I AI�t - -- -- �__.._ "� �_ _'` _I Ncj� pp ii1 2 , � ��'' �� `'- �..` ..`'-��t�.`1 �, � / ,11 � �:�1 �� ,c�� IlI �``` TORE INSTALLED BY V.D.O.T. __ - _-___ ____._ ..__._. __._.___ ------ °!-- -- Y._. ;., aFl"t _. �. I„ _ � __-..___ _ _ -- -- _.._ 45 N"1.P,H U!<<7 ��K` f ,. MpROp 1„ _ - -`%�, � . / / ,r� -'-, `'" t�zp �`�t PROD: # 603- 054 103, G-50I. -- - _ -- -- _-__ -- 5 5I M `'" �, --- -- I'0S1 �D S -' _- - O ty W � - ` ETER �' F, 11 �- - - ! ; '= � _ --_ -� �\ - 'S ,o -Y .�� / `-b = = - - -_ - w E `_'_' `M-Y--.�....-.� . - --`_ --~- - _____p�ED LIMIT W - �~ F X, G �`" ~- - _x + y - r - , �� f `�1 r\ �'�` - 5,��''�i - _.. - --_ _ _ -- `/E-'dam-,..,.,. _, _. ,..,, .,� __ U _ _^ 1 " -_ _ - Pit-----....� �, _ - I'Rp'P - - - �_ }�69, 6;� - = 1= ,� �iP,�t yl l '�F w ! 1rf P/A _; 1 '� -. / C�tj .___ __- - - !�L - _. - __ _ �_ \ - KA .2 , "I", 31 , ,�A,� " ` �- ` ��" �-►. -�. �" - "— ._� ` `? 1C `' ;a - yes `- `+ S/. �5. 42' �'�C PROP. 6 "x2 " TAP ( --- ' ` , _cJFz ,.., ____ `'� `�_� � ._ / 6 9 � ' _ � 6A� _ �l ` � �.,�_ :�'% 24 y �Q 3\_ w _ 30 g6 � K PING `� / � 1 - - 5 NOTE: ALL EXISTING UTILITIES ARE TO REMAIN IN PLAGE UNLESS OTHERWISE NOTED. SLEEVE VALVE I \ ---__ _. � ' __ _"' --`_ _- -- x ___z ' _lt� `'_ _--- - , 1 �y ` 11 .. ; - _` _� _. - . �-- -" _ GI�� •_, L I3; -�"'� "' I_ ! / \I __._ -_... ' -- -,ram/.v - _`': 1. USE_�D: �Sf L C 1 / '. �,•. / r _ =` `.' t �' `` . `�' l `.` ,_ _ _ I �A3 / .te a N / iG ,� - t� 1'- " � I 1 I .1 t1-c;,t:�1,___�/ __ NT NOTE. / }' 1 �` q r� .: f_ ` __ - 1 \ ._,_- -" � 1, ... _1��' _ , PROPOSED GURB, STORM 1 f�/ i1 �` ", ~ _I �/, z-`� `�-p- -'�60' _ - , '_� �j N' r z r `'.�',fP,, c'.�` `+ 1 SEWER AND STRUCTURES TO BE INSTALLED BY V.D.O.T. Q -- ° r= , " m - f PROD. # 6037-034-103, G-501. �/ /_/ / `___ -` %'fi x r,7ir I I i `.'1 1 / m QO J GURVE DATA U 0 Q Q d/ J_ GURVE RADIUS ARG DIST. GHORD DELTA TANGENT G1 K150.10' 55G.8q' 557.g7' N 3702255" E 1602-1'00" 281.881 30 15 0 30 60 NOTE: A LAND DISTURBANGE PERMIT SHALL BE OBTAINED FROM Qi 'o FREDERIGK COUNTY D.P.W. PRIOR TO BEGINNING ANY GRADING. SGALE: I" = 30' •i m R .11 1 A/4RON MM 43_(( D g ILEAN M -35 Zo 53 PC, • zvCk� R vsE. OoEb: / y_� 8o M,�N MMERcI,AL T _ -----.-.__ _ 7- r F C Q4 z Z '.4 >_ Z O �:: .<,4 E-1 P_-e 4 . Z oz W o �(D �� <� 2 U) 1-4 � � U za X �U �--a I� z w Q. U) � � � Q V.-I -.� r 1 1�� w �'4 W 4-' O O Wx ch U) z U) DATE: 03- 24- 99 SCALE: I" = 30' DRAWN BY: CAS 1\ FILE NO. 2335 �'I SHEET 2 OF 5 X a U rn m CD CD Q N Q v i c� m CU T CD L L3 cn / 0 U 4- C E a CT CD ro Lh m N / 0 / 700 695 705 700 695 700 695 .•. 1 W 2»; PVC r U W o? o�'ZW O 6- dLLJ O O W> U ; ? . J N Z O W? `° Q W O O J II I t) I = ; I J I Q+W +v~i +� ? ±� 0 +50 1 PROFILE SANITARY SEWER LINE 'A" SCALE: I" = 30' HORIZ I" = 5' VERT 705 700 695 • NOTE. • CONTRACTOR TO INSTALL CLEANOUTS PER BOCA CODE o ! PROP. GRADE 702.25 o EX GRAPE- _-- _ 4 PVC SCH. 40 ©2q 120' I � o Q oo m o WQ �o �� o0 O Q 11 r OWQ cwl (Z Q)?� Zi �C �� Q) O II 0 +50 1 PROFILE SANITARY SEWER LINE "B" SCALE.- I" = 30' HORIZ 1 " = 5' VERT i I i I o ; ._._ _ __.._ _ _.... _.._ . _ .__ _ ......__ ...._._.. _ ._._..... .._ a i EXGRADE -- i---- _ _ --- 40 ;SANITARY SEWER LATaPAC_.. _ _ - 415' - 4 PVC SCH, ` j 1 ._.._._ t NOTE.- CONTRACTOR TO INSTALL cv ; CLEANOUTS PER BOCA CODE N O o rn NU O W i i I cOp O Q) +()_ 1 I + lZLi 710 705 700 695 c• • f E ' r PROP. GRADEEX GR� Q; ' S ANITARy SEW I PVC SCH' 40 _ 4» 252 I � - NOTE. • CONTRACTOR TO INSTALL j ' CLEANOUTS PER BOCA CODE z � Q t N Q II CL (19 O � Z� + m 0 +50 1 1 +50 2 PROFILE SANITARY SEWER LINE "C" SCALE I " = 30' HORIZ I" = 5' VERT 0 +50 1 1+50 2 2+50 3 3+50 4 PROFILE SANITARY SEWER LINE "E" SCALE.- I" = 30' HORIZ 1 " = 5' VERT PROP. 8 " WATER LINE p O � W z U ? 4L. j OJ Q j W _ CE �]E k Z cj_ NQ QN W I OA cc oW O �Xil _j O PROP. GRADE I F. F. ' 702.25 Cr cr Llj J � m J Q cO O i W cl- I I I I + + + + 0 +50 1 1 +50 2 PROFILE FIRE LINE SCALE: I" = 30' HORIZ I" = 5' VERT . F. = 709.40'1 37 _ 4" PVC SCH. 40 SAN. SEWER LATERAL p 2 Zo 0 O O Q�J z ti m m �OLo ni J W Q: y, �..,.._..... ___ __._._._�.�'.. O Q. I I LQ Q�Z Ln op CL Z Nz N wQ` o 2+50 3 700 695 II �Q) i �O}0 EX. GRADE i 00 i _ �-- i i i CH. 40 __PY_�.._ S__ 125 4 �TERAL © 2 SANITARY SEWER NOTE. CONTRACTOR TO INSTALL CLEANOUTS PER BOCA CODE i z a O � J N z O W Q W _ - -- O z oQ (J) II �^y 4, Q_ O z a 0 +50 1 PROFILE SANITARY SEWER LINE "D" SCALE: 1 " = 30' HORIZ 1 " = 5' VERT Z MM� CC W W z Z W o ,o co cv cv It Q Q) (o N 00 0 I z> L- c\2 W a� 0 o Lo N V) r~ m �. N a� Q� o CID s� W� z 0 v 0 zCt 0 H U1 W � O z O J m I Q N Q 0 A N�� I— H C)o 00 V Q Z 0 ON �io) oo 'p?, DATE: 03-24-99 SCALE: AS NOTED DRAWN BY: CAS FILE NO. 2335 SHEET 3 OF 5 r 6 SHADE EQUIPMENT CO. EROSION AND SEDIMENT NARRATIVE PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF A 4,400 SO. FT BUILDING AND A 3,200 SO. FT FUTURE ADDITION. EXISTING SITE CONDITIONS: THE SITE HAS SEVERAL EXISTING BUILDINGS, THE BIGGEST PORTION IS OPEN AND GRASS AND GRAVEL COVERED AND SLOPES TO THE NORTH AND WEST WITH SLOPES OF 2% TO 8%. ADJACENT PROPERTY: U.S. ROUTE 11 BORDERS THE PROPERTY ON THE EAST, AND CIVES LANE TO THE NORTH, PENN CENTRAL RAILROAD TO THE WEST AND A GRASS AND WOOD LOT TO THE SOUTH. SOILS MAP #30 14B-FREDERICK-POPLIMENTO LOAMS 2 TO 7 PERCENT SLOPES TYPICALLY, THE SURFACE LAYER OF THE FREDERICK SOIL IS DARK BROWN LOAM ABOUT 7 INCHES THICK. THE SUBSOIL EXTENDS TO A DEPTH OF 60 INCHES OR MORE, IT IS YELLOWISH RED SILTY CLAY LOAM TO A DEPTH OF ABOUT 12 INCHES, BELOW THAT IT IS YELLOWISH RED AND YELLOWISH BROWN, MOTTLED CLAY AND YELLOWISH RED AND YELLOWISH BROWN SILTY CLAY. CRITICAL EROSION AREAS: THERE ARE NO CRITICAL AREAS ON THIS SITE. EROSION AND SEDIMENT CONTROL MEASURES: ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE HANDBOOK. CONTROL OF EROSION AND SEDIMENTATION FOR THIS SITE SHALL BE ACHIEVED BY INSTALLING THE FOLLOWING: 1. CONSTRUCTION ENTRANCE 2. SI L T FENCE STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE-3.02 A TEMPORARY CONSTRUCTION ENTRANCE WITH WASH RACK SHALL BE INSTALLED AT LOCATION SHOWN ON THE PLAN. DURING MUDDY CONDITIONS, DRIVERS OF CONSTRUCTION VEHICLES WILL BE REQUIRED TO WASH THEIR WHEELS BEFORE ENTERING THE HIGHWAY. 2. SILT FENCE BARRIER-3.05 SILT FENCE SEDIMENT BARRIER ARE TO BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AT LOCATIONS SHOWN ON THE E & S PLAN AND SHALL BE INSPECTED AND MAINTAINED AFTER EACH RAINFALL. VEGETATIVE PRACTICES: TEMPORARY SEEDING-3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR IT IS APPLIED, PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE ACCORDING TO STDS. & SPEC. 3.32 OF THE HANDBOOK. STORMWATER MANAGEMENT NO STORMWATER MANAGEMENT PROPOSED PROPOSED STORM SEWER SYSTEM MAINTENANCE ALL INLET PROTECTION, SILT FENCE AND SEEDING TO BE CHECKED AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL HANDBOOK. cn a rn (T m CZl V 0 v to C\j Q F_ o� CV Q U I to M m t\J T a� L cn / 0 U a--, c a.> E a Q w a) ra cn In m t�T CU / 0 / Q. 30"x36" ALUM. ACCESS HATCH (S 1 R-3036) 1 112" BRONZE GATE VALVE (TYP OF 2) 90• ELL 2 " SCH 40 PVC FORCE MAIN 18" 2" DRESSER COUPLING 1 112'x2 " REDUCING TEE 5, 000 PSI REINFORCED CONCRETE LfUltty DOW nt of Public Utilities 6 ,. 4 " SCH 40 PVC fFROM CAR SALES BLDG. INV. = 695.20 4" DIA. BL OCKO UT FOR PUMP CONTROLS 4 " SCH 40 PVC FROM EX. BUILDING o INV. = 696.96 DUPLEX GRINDER PUMPS ` 4 " SCH 40 PVC FROM PROP. PAINT BOOTH INV. = 696.60 V__ "SCH 40 PVC � = ROM BAKERY (FUTURE) INV. = 694.50 PLAN VIEW PUMP STATION DETAIL (NOT TO SCALE) 1) All fire hydrants shall be traffic models. 2) Restrains can either be all thread rods (stainless steel) or Meg -a -lug flanges. 3) Lead valve shall be restrained to the mainline. 4) 4 1/2' steamer noale facing roadway. 2" I I 3 WAY I FIRE HYCPANT t I O Cu YQ •57 STONE y 'yrr CONC.TIHRUST BLOCX 12 CU. FT. MIN. I GROUNC-AD-,LLSTAa_E VALYE ECK ANO COVER i FIRE HYCRSNT 2a"a7-4"'n!CX CJNCRET-cc RECUIRED D1P IN UNP VE: AREAS hill. IL DJP. .4 6' GATE VALYE FEE HYDRANT- tandard Detail Revised: IDetall No. Fire Hydrant Installation Date: Approval: 30'x36" ALUM. ACCESS HATCH (S 1 R-3036) TOP - 700.50 z FIN. GRADE - 700.00 � d ALARM - 694.45 LAG PUMP ON - 694.05 LEAD PUMP ON - 693.8� FLOAT SWITCH PUMP OFF - 6 INV. - 691.50 8 "� d 0 METER BOX and COVER METER BOX (See Note) METER BOX 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 (Frame) WITH RML-12-T (Top Lid) Note: 1 /2" thick polyethelene plastic 30" deep (vertical crush strength shall exceed 3000 pounds) treated 2"x 4" with top painted blue meter cover set 2" above fin. grade prior varies as required to sodding 18" corporation stop 3" stone bedding 18 -21' ' meter by F.C.S.A meter box surrounding box T-A angle he valve 36"min. with drain valve 45' 8"rn;n. angle yoke -� L ball valve u type K copper tubing, continuous voter without is from main �o meter main METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 3/4'5/8"x3/4'Y502 BA94-223W HHCA94-323TD-G EC-23 1" 3/4' Y504 BA94-344W HHCA94-323TO-G EC-23 1" 1" Y504 BA94-444W HHCA94-444TD-G EC-4 2 ft. 6" stone bedding transition to meter setting as required - r curb & gutter Street I INSTALLATION NOTES: sidewalk° 1. Exact location of meter box assembly n - to be approved prior to installation. - 2. Water service crossing street shall be ,� type encased in 2" dia. SCH40 PVC or M K SDR21 piping. The piping shall run from copper 3/4" type K u N 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 d E1 d 4 " DIA. VENT W/SCREENED MUSHROOM CAP 1 SLIDE -AWAY COUPLING w/1 112" BALL CHECK PUMP STA TION DESIGN DA TA DESIGN BASIS RESTAURANT 12 SEATS FLOW PER SEAT 50 GAL. TOTAL RESTAURANT DAILY FLOW 600 GPD BAKERY 2000 GPD OTHER EMPLOYEES 23 OTHER EMPLOYEES FLOW 575 GPD TOTAL DAILY FLOW 3175 GPD NORMAL DAILY FLOW RATE 2.20 GPM PEAK DAILY FLOW RATE (2.5 PEAKING FACTOR) 5.51 GPM PUMP DESIGN HIGH ELEVATION 737.94 FT LOW WATER LEVEL 692.85 FT STATIC LIFT 45.09 FT. FORCE MAIN SIZE 2 IN. FORCE MAIN LENGTH 95 FT. EQUIV. FITTINGS LENGTH 60 FT. TOTAL LENGTH 155 FT. PUMP FLOW RATE 37 GPM VELOCITY (2" PIPE) 3.78 FPS FRICTION LOSSES 6.62 FT. TOTAL DYNAMIC HEAD 52.5 FT PUMP SPECIFICATIONS PUMP MODEL ZOELLER GRINDER PUMP No. 840 IMPELLER N/A HORSEPOWER 2 HP RPM 3450 RPM VOL TAGS 208 PHASES 3 CAPACITY 37 GPM @ 52.5 FT: TDH PUMP PANEL SPECIFICATIONS PANEL NO. ZOELLER ALTERNATING, 208V, 3P DUPLEX CONTROL PANEL * THIS IS THE LENGTH OF 2" FORCE MAIN THERE IS ALSO 5,250 L.F. OF 6" & 8" FORCE MAIN 1 =4�7C v^--lilYC ly;ry GCS I J �(G G CY"d1<T`! f'1�9tilf-y✓ G I. DD D L"r-iiT'�T'Tr'i <lf[YD^ -. -•J' OINT� it _tS.a[2'i caaatvt a1� I I � i T. )mac �f r'r.='�• II _L i'� Qt vdt ♦asrr � i � I� �'. �I� �I II/L � I I i I i ' � yC�1yY s •e�►GrCi ._,. s. I I i I i :. i' ,�.j � f-------------- ►.i ^ III }�,I � l711uP'S""cam GA 1 E 2 '.ALL_ CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4'X 4" TRENCH UPSLOPE ALONG THE LINE OF mSTAKES. 6'MAX. I 1= FLOW .ti•- u,..l' J. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOURCE Adapted from Instillation of Straw and Foblic Rter Bdaiers for Sediment Control VA OSWC PLATE: 305-2 Sherwood and Wyant W ALL. 1.AA7F--fAL �\ To D C. P•C.AT C C=)i L-LILde5« F 9-"4 I �' �- - - -a- - -- I- Z'. �OETA/L - B��?D f FiY�� gR17UrU0 GtJMp'S7F..rP A� 6'X6 X 1oXio '. a: WWM 8 " CONCRETE , 0 0 0 0 0 00 0 0 0 0 °0°0°0°0°0°0°0°0°0°0°0 DUMPSTER PAD DETAIL (NOT TO SCALE) STONE CONSTRUCTION ENTRANCE 70' t4ft EM57GNG A PAVEAIt7l7 5:1 } -.� _.✓,.. ys`, r FA.IER CLOTH 6• yr,, A MOUNTABLE BERM SIDE ELEVATION EXISIAJG GROUND 70' MM. B r0' A1'N. (GwIwN4L) 10 urL 11 MIN. ' j?. EX157wG PAVDAENT r� } MOT JI I POSITM DRAWAGE 110�A*�N COURSE AGGREG4TE B TO SEDMIEHT IR MMG DENCE MUST EXIEND FULL WIDTH OF MCRE55 AND EGRESS p LAN VIEW OPERATA7N fP AW t Yix'--T7T5"'1'T �5 �C ' A,MN.� d '11. l^ 3' MIN. `XIM aOTH SECTION A -A ;�. ME i �. REM/FORCED CONCRETE OR,4N SPACE SECTION B-B SOURCE. ADAPTED from 1W Ak land Standards for SaI erosion and Sedmlerft Control, and Vo. ZWC Plafe J 02-1 Z W LU Z Z LU CQ o CD ILO co � C\2 It t) 1Cc Zx �> ��.� LoC\2 W W � `r' U a LID E-4. a) o a 41 0 v o z� O � � Lz � o v j O 0 m Q_ W 0) 0) Q N N Q ^ o0 O O CO a N +' O Z Q r"1 V E-+ o w � U E- � Q V �H W (D p FE--1 O CL e� W E w� W �4 E v / DATE: 03- 24- 99 SCALE: AS NOTED DRAWN BY: CAS FILE NO. 2335 SHEET 4 OF 5 cn U CV CM 0 N o, a cn LL- C\i cz w , In m m Oli r- Z) cn 0 U -4-1 c- 0 E w L cn m m :-„ a ii 0 . I 4 . 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