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HomeMy WebLinkAbout041-98 Resource for Educators - Shawnee - Backfileco CT) r- 0 D CP 3 m fn I m CV CL U7 I 0 J Cu I f,J Y Iz 0 U U7 i' GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP z EXISTING INTERMEDIATE CONTOUR - - - - __ _ 33 _- -- _ SCALE 1" = 2,000' I w o 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 Z N County construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion 40 i �-� a) o 'c_ 00 CA and Sediment Control Regulations and any other state, federal, or local regulations PROPOSED CONTOUR _ I iZ, wW o Ln 2. Measures to control erosion and siltation, includingdetention ponds serving as silt basins during construction, P 9 9 applicable. In the event of conflict between any of these standards, specifications or EXISTING EDGE OF PAVEMENT _.____ ___.__ --_EX E/P per, �, -' rn 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 ?� %y .� Q = > I- N relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion PROPOSED EDGE OF PAVEMENT EX C&G -y �VIR a; Control Handbook. V2. All construction shall comply with the latest U.S. Department of Labor Occupational P Y P P EXISTING CURB AND GUTTER c of 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation p Safety & Health Administration and VOSH Rules & Regulations. PROP C&G -�� --- ''� I- � izw _C V) � -C (VDOT) Frederick County prior to construction in existing State right-of-way. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, PROPOSED CURB AND GUTTER CG-6R b %= z -WC7EPENDENGE i� N=�7Fz-tv� w � `n � 0 x I-� 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit isi shall be in accordance with the current edition of VDOT's work area manual. CG-6 TRANSITION FROM CG-6 TO CG-6R ___ «-1 vlGro�� N � required under State law. protection Furthermore, all traffic control flaggers must be certified in accordance with VDOT's _ [ �A N E_-__ T w1i'opT -p=�E �Z�---'+ 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held 9 Y January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. EXISTING TELEPHONE LINE -__ PROPOSED TELEPHONE LINE T _ T �. I m rod-�TE-- �°, > with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation �t4- © (VDOT) to determine if and where guard rail and/of 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 subject to change as deemed necessary b VDOT. _ EXISTING STORM SEWER EX. 15" RCP 'rn © 'A `F � w cn responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to 1 9 Y Y PROP. 15 RCP q��" Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. �A V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT PROPOSED STORM SEWER1 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 SHEET j���f Q Q 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 - -s- -�-- --- N Control Devices (MUTCD). arranged and held by the engineer and/or developer with the attendance of the contractor, various Count agencies, utility companies and VDOT prior to initiation of work. Y 9 Y P P EXISTING ELECTRIC SERVICE O > Q p E > � ,15 ooa- 8. All unsuitable material shall be removed from the construction limits of the roadway before placing PROPOSED ELECTRIC SERVICE P P Sheet 1: Cover Sheet 121- Q embankment. V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for Sheet 2: Site Plan Revisions �a- o any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE Sheet 3: Previously approved site plan cr_0 Q < 0 LU 9. All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less inspection. for Bandit Karts for information than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner. PROPOSED GAS LINE purposes only. o o J � 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 PROPERTY LINE _ - AL- - - > o on the plans and as required at the field inspection. adjacent public roadway through construction and maintenance of a construction entrance z > 0 dY o ll. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained FLOW LINE -- - -- - -- - - - �T /, PRO JE = I 1NF0 h1 �0IJ o Z � a- 0 Q 0 Q L'- be minimum 6" diameter and conform to VDOT standard SB-1. through construction. FENCELINE ----- -'� - - -�-- -- ro Q a- � Cn PARCEL IDENTIFICATIOIN NO. 64 - A - 159 K 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING POWER POLE 0 z UJI co 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 t STREET ADDRESS: Victory Lane Z �>- and at the end of construction. EXISTING TELEPHONE POLE ',� TOTAL AREA: 1.00 acre oN * u O 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to PROJECT AREA: 1.00 acre I 3: entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V10. All water and sewer lines within existingor proposed VDOT right-of-way are to have P P 9 Y EXISTING WATERLINE W/ TEE ---- ��- "-� DISTURBED AREA: 0.60 acre whatever measures are necessary to insure that the streets are maintained in a clean, rnud and dust free condition at all times. minimum 36" cover and, when possible, to be installed under roadway drainage facilities. PROPOSED WATERLINE W/ TEE W w ' T' w CURRENT ZONING: M-1 / CURRENT USE: Manufacturingww3. 14. *Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary Vll. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT Ana PROPOSED ZONING: M-1 PROPOSED USE: General Office��-� 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 a sheets, and connections to existing lines. vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING WATER VALVE - W- 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 REQUIRED PROVIDED Q standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. prior to placement of fill. EXISTING REDUCER ---__.__-_ _ r_________ BUILDING SETBACKS: FRONT: 75 FRONT: 95 Z Q 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 backfilll of utility/storm sewer trenches shall PROPOSED REDUCER w SIDE: 25' SIDE: 26' REAR: 25' REAR: 173' 0 - (n 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6" lifts to 95% of theoretical maximum density as determined by STOP SIGN prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width P p HANDICAP RAMP (CG-12) REQUIRED PROVIDED W utility verification and the proposed construction. of any dedicated street right-of-way. At the direction of VDOT Inspector density tests DENOTES LOCATION OF STD VDOT PARKING SETBACKS: FRONT: 25' FRONT: 25' 9 @� Q1 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 AMP CONSTRUCTION SIDE: 5 SIDE: 5 REAR: 140 -6 9- 9- result of his construction project within or contiguous to the existing right-of-way. Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to ;l, REAR: 5 > -5 -5 final VDOT approval. PARKING INDICATOR `, 0 18. When grading is proposed within easements of utilities, letters of permission from all involved companies INDICATES THE NUMBER OF TYPICAL PARKING SPACES must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans f?:?a: F.A.R. CALCULATIONS PARKING CALCULATIONS Q development permits. and further where determined necessary by VDOT Inspector. TEST PIT LOCATION-1',,+ Maximum = 1.00 5000 sf Office / 250 sf = 20 spaces required W 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. V15. The installation of any entrances and mailboxes within any dedicated street right-of-way H C / Provided = 0.12 21 spaces provided 1 ADA compliant space provided shall meet VDOT minimum design standards and is the developer's responsibility. HANDICAP PARKING F- Q m 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected C) r r in accordance with state law. In the event gravesites are discovered during construction, the owner and V16. If required by the local VDOT Residency Office, copies of all invoices for materials within VEHICLES PER DAY COUNT 100 engineer must be notified immediately. any dedicated street right-of-way must be provided to the VDOT Inspector prior to Unit total PROPOSED BUILDING ENTRANCE �:,.f ; LANDSCAPING CALCULATIONS 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering acceptance of work. and prices may be obscured. Interior and Exterior at (540) 662-4185 immediately of any discrepancies between actuali field conditions and the approved plan. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement EXISTING STREET LIGHT �- -t �- 21 /10=3 trees 22. �� Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard markings must be installed b the developer or, at VDOT's discretion, b VDOT on an g Y P y �; 520'/40' = 13 trees 16 trees re uired q proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered Frederick County to If account receivable basis. PROPOSED STREET NAME SIGN + fRey i s (on Note: professional engineer and results submitted to prior pavement construction. a -_ __ '- PROPOSED SANITARY LATERAL CLEANOUT 7 trees existing alive geotechnical report has ben prepared, it should supersede the requirements in this note. - I 64 - A - 1590 Samuel Triplett _ .f I Zoned: M-I SANITARY MANHOLE INDENTIFIER 12 2 trees existing dead to be replaced This site plan was previously approved on June (f) 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating Use : Manufacturingi � 7 white dogwoods proposed 4, 155-i. This lot has been sold to Resource for or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement I i" 16 trees total provided Educators and has required an increase in parking. c of excavation or demolition. Names and telephone numbers of the and operators underground utility lines d ! STORM DRAIN STRUCTURE IDENTIFIER 18 This revision has the original site plan for info- mational and the addtfonal has C� in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. I purposes parking i I 64 - A - 159 K ' 64 - A - 159 M 64-A-80N been shown the approved site plan known asj Frederick County Sanitation Authority Bartlett Realty Cc- Inc` J Zo en dL M I George W. Glalze, Jr Zoned Zoned : M-1 i Use : Manufacturing i Ube: Manufacturing EASEMENT LINE - - - - - - - - - - - - - - - - - - Bandit Karts 11 which shares access from Victory Lane for Water/Sewer: Use :Industrial , ; g tri clarity. P.O. Box 1877 i ii - I' CENTERLINE U -N Winchester, VA. 22604 (540) 868-1061 64 - A - 159 1 '� I George W.Glal le, Jr EXISTING SPOT ELEVATION 12.0 Phone: Bell -Atlantic j Use : Printing Shop %/ 64 - A - 159 L ,' George W. Glalze, Jr PROPOSED SPOT ELEVATION 12 5 ENVIRONMENTAL FEATURES PERCENT P.O. Box 17398 Baltimore, MD 21297 Zoned : M-I Use , vacant - - I - - EXISTING TREE DRIP LINE._.:.��-, -�' -` -' "`'� ,_.�.� ^��`�-�" FEATURE DISTURBED -+-� U . 4 (301) 954-6282 i ,��'1> FLOODPLAINS N +' i `A1��Af �l �iT� _- EXISTING TREE t<'. ',' r 15" OAK ` 15" PINE ���' LAKES &PONDS Power: Allegheny Power MISS UTILITY 1-800-257-7777 `4,.,...�'' OAK WETLANDS >l AC .� U) Q P.O. Box 1458 Hagerstown, MD 21741 Fire lane PROPOSED TREE ® Q) 1-800-654-3317 markings and signage: All "No Parking" signs and yellow painted curb locations will be installed NIATURALL S.W.���������� DETENTION AREAS ;-..>; > N U by field inspection at the direction of the Fire Marshall's Office. ,,`' �` O '-' Gas: Shenandoah Gas Co. STEEP SLOPES Z�l a2e U 4-' P.O. Box 2400 >15%�� fl 1 '� Winchester, VA 22604 (540) 869-1111 � � � Win, WOODLANDS * ANY PROPOSED SIGNS, OUTDOOR LIGHTING, AND" S ORAAOL WILL U U� O � MEET THE REQUIRED ZONING STANDARDS OF aFRE©FRIG' OUNTY ^ � EC A CON `.1UOTI i 10 0TE_S TRIP GENERATIO A IA '' ��'�. �_L�a��. � o 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. Existing Manufacturing sharing entrance ' �'° U MARK D. SMITH 9 Project Name: Project Number: 2. 3. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WITH THE Class 140 - 5000 / 1000 X 3.8 = 19 VPD's No.022837 '�� ) for Educators 2208 AUTHORITY'S INSPECTORS-76 t'1 ��� .Resource 4. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER Proposed General Office SI 01VAL Magisterial District: Date of Plan: (Month, Day, Year) METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY Use ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF Class 710 - 5000 / 1000 X 11 = 55 VPD's Shawnee District July %, 1998 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 DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. PROFESSIONAL SEAL &SIGNATURE Owner: Address, Including Zip Code &Telephone No. 1105 North Royal Avenue DATE:7/7/98 5. THE SANITATION AUTHORITY SHALL INSTALL ALL WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES. BRC, LLC Front Royal, VA 22630 THE LOCATION OF THE TAP AND THE TERMINATION POINT OF THE LATERAL ARE TO BE COORDINATED WITH THE THESE PLANS ARE IN CONFORMANCE WITH (540) 635-2956 AUTHORITY'S ASSISTANT ENGINEER. AN APPLICATION FOR SERVICES MUST BE MADE AND FEES PAID. FREDERICK COUNTY STANDARDS AND 6. THE SANITATION AUTHORITY SHALL TAP ALL EXISTING WATER LINES. THEY WILL FURNISH THE MATERIALS FOR ORDINANCES. ANY DEVIATION OR CHANGE Developer: Address, Including Zip Code &Telephone No. Windy Hill Lane SCALE: n/a AND MAKE THE TAP. THE CONTRACTOR MUST MAKE APPLICATION FOR AND PAY FOR THE COST OF THIS WORK. IN THESE PLANS SHALL BE APPROVED BY Greenway Engineering Winchester, 22602 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. THE ZONING ADMINISTRATOR PRIOR TO (540) 662 1 (540) 662-4185 8. A DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY IS TO BE INSTALLED ON ANY LINE (FIRE OR CONSTRUCTION. DESIGNED BY: Oates Engineer Certifying Plan: Address, Including Zip Code & Telephone No. DOMESTIC) THAT GOES INTO A BUILDING. THE ASSEMBLY IS TO MEET ASSE STANDARD No. 1015 OR 1013. IF THE ASSEMBLY IS MOUNTED INSIDE A BUILDING, A REMOTE READOUT IS REQUIRED. 151 Windy Hill Lane JOB NO. 2208 Greenway Engineering Winchester, VA 22602 (540) 662-4185 SHEET 1 OF 3 �PoP.Iz' PA VEIvfC-NT ADbIToN v � W Z_ 0 D W+ � au LD 4- d ro Ill �pp Z Z Lb W N =o :3 I H.G . NoTe_ HA4 API GA P P-A (_4P 1,0GATI0N 70 (3G- VEPzL FIC-P P>Y VAT FIELD INSPe�5-7L-_-:>F- a ON Q D �X w a ,- `n W v �\.Z J lU e V Q v Z O+po JF + 1+150 1511 A D 5 G u I_ VE iz-T ra Pi�t�o SE t� l o' PP --A I NA G E E A 1; e .A E N T Bandit Karts II Erosion and Sediment Control Project Description The site will have about a half acre removed of topsoil and some cut and fill involved for the proposed building and parking lot on the proposed Lot 7 of Westview Business Centre. Existing Site Conditions The site is currently an open field that has a slope of less than 5%. An existing culvert under Victory Lane drains onto the northeast corner and flows towards the stormwater management pond on the property line of Lots 5 & 6. This drainway will be regraded to flow down the proposed property line at 1.25%. The 24" RCP has about 10.75 acres draining to it at 27 cfs in a two year storm. This will require the trapezoidal ditch to have 3:1 sides, a depth of 1.5 feet, a width of four feet and a grass lining with a resulting velocity of 2.52 cfs. Adjacent .Areas The neighboring areas are either vacant fields and businesses. ; The soils information has been taken from the "Soil Survey of Frederick County Virginia" published by the United States Department of Agriculture. The soils for this site are the Blairton silt loam (3B) and Weikerts-Berks channery silt loams (41C). These soils have only "slight" erosion windthrow hazards.Bottom line from personal observation, there is about nine inches of topsoil and then your into hard shale. Critical Areas There are not any potential areas for eroding problems. Erosion and Sediment Control Measures The area of the site to be disturb is approximately a half acre; therefore, we feel that silt fence around the perimeter of the disturbed area, an inlet protection onto the culvert at the end of the property under the sanitary sewer line that will be installed by Ricketts Construction, and permanent seeding and mulching on the exposed areas will be enough to protect the enviroment. There will be a note on the site plan instructing the contractor that they will be responsible for cleaning there trucks before entering onto Victory Lane. This proposed development will be utilizing an existing entrance and a construction entrance would not be feasible. There is also a note on the plan that lets the contractor know that the Frederick County Public Works Department can insist on stronger E & S measures should they deem them necessary. 1✓ X. Zoe �A N. 5 E W. P6XF- E MA i N E S M' 1 6� 1 X x------------------- ---- / wD wD �88 687 6 ``•� PPoPo5ED Io' DP-A (NAG E 688 7 $ - 687 \ F_Fr9 5 C- Nf E N T GEORGE W. JR. 4 CAROLYN G. GLAIZE ZONED: Ml USE: vaCANT - OU3. 75)&, PG. I.1-71 b tD 9J FIELD VEF-(FIED PP+,P. (Z'­_ -3. 6-% S"2 L- 0 [E>" PAVE:N4ENT GG-7 e'E3A5E5TvNF_ _ o T1(PICAL PAVEMENT WIDENING AND _FAVEMT!NT Dt✓TA(L [ No7 -"0 5--A L_ E) ppop. I(o'I 11 z'GtaRbGUT 7�-' R•Gf u III �}I o �� ANC 5'�W � D �FfGE 12 x 14 GONG. PAD , ' W/ ENGLo5c1p-E p. ZS'_B_f_L. I DE TAIt_IZ)) X - `n I b _ `FANG ON E STz'FlY META l_ + GiZbR- u I I-U/N G c-ATI vN) c 1-IGHT (TYP. t w WO � 3 � -- I z'x� + moo. s •, t -- _ � -r --.► t boo R9 - �� �� 5 �C>,!S AGC INV. Gi A. (TYP) I c' .3>Z. a i Z S' Pam• P ' t, 66 < + PP�1�. 1 „ I 1.5,' SM-7A 6" 21-5 33.3f Gt�PPC-FZ- `Z 31 6M-Z s RVIGE - { v4 w� (-I NEB $21-(3 SS EASE EAl T 5� Fc 5 A - 6 24 - 5H ED ACCE j @2 Pp•o P. GG- 7 PFL62 P . ¢ o I 6,9� 6 G G - 12- 9� H.G.tzAMP o �� � t Z" (SE C- I --I NOTE x Gu R v� T ° 0 21- B - ' I stir ,�°tX l,L/N/ TE OOG W UO EXrS c�HAI'L 1.5 ,1 5M-2A ' 6 AGGE55 P,V/-//TE DOG ECM'-f. 19 _ - - wpODS REMuv !^x�srlNG wIr13 GG-(z H.G. P -AMP - - Fob �� u� i���7bL F Z_r FIRE - y H YPfzA 1,1 T Permanent Stabilization The plan calls for permanent seeding to the exposed areas of the site. This will consist of a seeding schedule and mulch. Stormwater Managment The site currently is a vacant field next to the current Bandit Karts building on Victory Lane. Through the current advances in cloning techniques we will be creating another Bandit Karts to be placed on this site. There will; however, as with all cloning techniques, be some details that will not be duplicated. On this plan there will not be a need for stormwater mangament since the pond that is shown on the "Charles Ricketts" site plan and the "DMK Properties" site plan was created to provide for the development of this drainage basin. Maintenance 1. The contractor will inspect all erosion and sediment control measeures after each rainfall and at least daily during prolonged rainfall. Damaged and or deficient areas will be repaired or improved immediately. 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Sediment will be removed when sediment volume reaches approximately one half of the wet storage for traps or basins if utilized. 4. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process. Phase I 1.The site will have the silt fence and inlet protection installed. 2. The site will them be grubbed and construction may begin. Phase 2 1. The permanent seeding is to be put in place. 2. The silt fence and inlet protection may be removed after the final inspection of Public Works Department. Note : The Frederick County Department of Public Works will retain the right to add and/ or modify these erosion and sediment control measures during the construction process, within reason, to insure adequate protection to the public and the enviroment. Q St l)E WALK �c-I I -DING 4 L. _f10__D f1► iz E S v9 ` Q7' .D - }a Z1- 5 m ti 9 6 6� �c4 �4 ZA tdi Lr -- -�J*�j �7�. FT �1OT,Q 0 S Q 9 N m I 3 F 6 �b G. J X �-- i KA 1 -5; !:2 F po / .�C� P. (. N. 6 �{- - ((A - N °-��r. �, - -- G I--1��9 iz l N G A N D n - I �D, 45 N o 6EOFzGE W JIZ. £ GAi�(�YN G- G(_AIZE P. tL t Ego 8� - �' 9 , 4ct� sr�• FT.) fzA D N G �' 1 D. 5. 0 D 5 , PG . Z 1 5 H 6' PP'oP l3 0 f_ o0' P P• w4i•,f . , )GE +-". 9T L . -T U 61 N G ALL GOICN B ILS AND G&NT8Rfr Ts BB 9H/r WGLDCD WITH rL+AT61 6BH(HD WELv M-IHT9 1",c&" K/UdoH 9AW14 Gr-(PAX rt_AHIL1. * ALL M/1TEts1At_ To 0 IE- TF-IMATCA $"KB"X I/4" d;T6EL 101..AT69 T/ IC1'GEIV E r t • w &* kp. "T" HIm"-5 I I 7 h%I I',I1'7-777tolllluGAT& rd::PVT flo .. 60x fig 66 PA I- F4!:XGT9 III W17H 01I�� '� I II I�� I I I,�j I �' I '� MC LATiH x 6tAGKiTf 14~A G-0• II // PVC.0 -OTL. GOLUAAIJ DA'F 9 OVA De I I I I L__� --� 171A kX txiTE IZ GATE ©E TA I lL (NOT To 94A L.6 ) I( P d 6133. - Ex iNV. oUT = &BZ. z,t GoRE DR -I L._.l_- MA I -I H ol, E j (TAP 13'( FGSA 4 W SA 1vtUE7. 9 JoAN E. _rF2-(PL-ET7 005, PG . -t3G ZoNE'. t\.4- 1 U5C- : MA NUFAGTUF?-(NG I oNT a (� SPACES Icy = I• Z F-W TREE R-E� , D = cl�>. 2. wD WHITE D0GW�p5 10 7oTA L ) -- ALL-T'Fz-CE5 SHAI-I_ 6E A Z- 2./2 K411­4. GAL(PER- A7 TIME_ -F PLAN_T(NG ) view PIP-vP. HEDGE USE GoMr`.tor4 d{2 LIT-CtrC- t� "t�xws LEA 1= Bo>CWoop 3' HIGH AT TIME OF FLAN-TI r(G DETAIL BOA" I=EPf6E-AF'1ot.IND I�- SHF-UF35 -TOTAL, sPA.�_ED 3.5' A PART C2UMe'57 _-_ PAD Z o N . f�f - 1 CO� U S E : VAGA NT (5" ADS �CHOTe'.GULVERT ISTc�- 13E IN15TA4.jl.,ED 13`( 12-IGKETT5; GoN57F;LUGTIoN' A5 AGizEEta To 13-( 6-HAFZ'LE5 f2I�KETT9, FP-ED. Go• f7j5L_IG v�lofzKS , AND GREENWA`( 1=NG(NEEFZING) . op INV. &7 --P. o� • ,t i 4" CONCRETE ' 3000 psi W/ FIBER 4" 21-8 BASE STONE SIDEWALK SECTION � ^0't.:.W11-9, r •MEN BUILDING L-IGH-T DETAIL" �N.TS.� 0 L�_� LU U Z tt=== CD N o Ln 00 N d- � N C t7 C- I0 Q N 0.� __j N LU _ �CN n w 0 a� C I Co M f o-1- a in u X L L N O c_ L C :D w cn 0 z W J Z o v W Z LO z 1L Z W p � ID a v` a N W W W dJ to rn cn 00 0 o CID PgO 8" CONCRETE 3000 psi � WITH MESH 4" 21-5 BASE STONE L\ DUMPSTER PAD SECTION 1.5" 5P1-2A O E- 3" BM-2 W � V\ > 8" 21-5 BASE OL STONE ENTRANCE PAVEMENT SECTION iu (BASED ON G5R-6) Q W 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) I. SET THE STAKES. 2. EXCAVATE A 4•X 4- TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6' W1X. PUY w = m 4" 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. r.. -At ME SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) • Fit Dr ���, ,y • ' ���� `fie+� �'> ti.�.•q��� t *��ti � iiii'iIi � POINTS A SHOULD BE HIGHER THAN POINT B. DRAINACEWAY INSTALLATION (FRONT ELEVATION) Sauce: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,Sherwood and Wyant Plate 3.05.2 QL O DATE: 3/3/98 SCALE: 1 " = 20' DESIGNED BY: GO JOB NO. 2150 SHEET 2 OF 2 cn N •.- PAVE WENT SGHE-PCII—E 8" 21-5 3" BM-2 1.5" SM-2A 6" 21-8 2" SM-2A 6" 21-8 NOTE: PAVEMENT SECTIONS BASED ON A MINIMUM CBR VALUE OF 1Ot CBR VALUE LESS THAN 10 WILL REQUIRE A REVISED PAVEMENT SECTION. WATER MHC 0 U ujM Z � N J c }- EX. PAVED j� NTRANCE gENGH MAI,K Z&5' SaUTHwES T (qFZ Spl KE IN PovVER POLE p E. 5`11STEM *-N3a3�a ELEV. = 6"�)Z. 6� \, � ApF'�X. LoGAT1oN F-GP -� INV. _ 687. 3 _ f=.1,N. ro4-((A))-15eF GEORGE- UJ JR, 4 CAROL-T"N G. GLr41ZE 1 ZONED: 1 it U5E:-\V,4G,4NT In Q o w a W PFLcP. Z" CURB,_OPEN1NG Ln A 100' FUTURE 5UILDINC3 \ EX. M .H. 1.0 PP65P GLAsS r Fz-IP- FLAP 682 i686 688 / P.I.N.64-(CA))-1591 CsEORCsE W. JR. 4 GAROLYN Cs. CsLAIZE �i ZONED: Ml USE: VACANT 1 F-X . I S,4N. MH I I RIM=692.11 \ I � I INV.=681a.71 1 =NfO mai to A purpoj%s 0A1 I ! C� Z w �_ o Ln � Li Z N �- N 00 Z N ° c •- N cD rn W ° •� of I N > d- Q = Lf)� a: I Z c o-t W ? La,n W a� X 0 U) S N 0 a) >, v c > a) � o C � W (n L, LiJ ~ J ^ Q ' > Q O >[)�af O O 0- ^ rr � a- �a- Q �-,z 0 �a�:jo O O L,> t� OL.Li Q W J Q �I->0 > 0 c o Qoa° Q a- cn 0 ¢af w Q z crv?w z cn < 0 LLJ *��0 " 1 � E- W > E-a E O� Z QO a E- DATE: 4/8/97 SCALE: 1 " = 20' DESIGNED BY: MDS JOB NO. 5858 SHEET 2 OF 4 r�J