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HomeMy WebLinkAbout90-05 Lakeview T. H. Park. Lot - Parking Lot Addition - Shawnee - Backfile (2)0- 0 V U) 0 WN 0 J 3 7D 0 U 0 c U / n / w I M v N 0 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 Iocate 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 respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utilityy" 1-800-552-70 1. 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. 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 Admini'ration and VOSH Rules & Regulations. 3. When working on VDOT ri�gght-of-wvay, 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 flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. 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. 7. 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 9rior to initiation of work. . 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. 9. 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. The Developer shall have, within the limits of the project, an employee 9 P P J certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 of conflict points. 12. 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 an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 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. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18, The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control trip. 21. Approval of these plans shall expire three (s3) years from the date of the approval letter. 22. 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. W. M) )I I fflnNi LOCAL UTILITIES Frederick County Sanitati6ill ,uthority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Vir ini Virginia (540) 665-3156 22604 P.O.C. Cindy Laing! 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman OWNER/DEVELOPER LAKEVIEW TOWNHOUSES, INC. P.O. BOX 3461 WINCHESTER, VA 22604 PH # 540-678-2120 Patton Engineers. Vicinity Map Scale 1 - 1000' DECEMBER, 2005 H a rris Rust & Assoc! ates,pc Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 dd" y 'Glows ky]Jr� CERTIFICATE NO.r - at2tO6 64 4 FEGISFERED PROFESSIONAL rv- ENGINEER RESPONSIBLE NAME: CERTIFICATION #: DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 LANDSCAPING PLAN 5 STORM SEWER PROFILES & DETAILS ROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works siaff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed) in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. 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. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of = A7 Culvert Summary Culvert Inv. in Inv. Out L(0) D(in.) S(%) Type 1 739.74 739.52 44 12 0.50 HDPE 2 737.38 1 737.18 40 12 0.50 HDPE 4gj94PH/CSCWIF 'O 10 0 20 40 ( IN FEET J 1 inch = 20 ft. Ufa. `!Li1, �"V: •JL. ZQNEDRP PROJECT SUMMARY TAX IDENTIFICATION NUMBER 758-2-1 EXISTING PARCEL AREA 2.45 ACRES DEVELOPED PARCEL AREA 0.34 ACRES ZONING RP ADDRESS CHINKAPIN DRIVE CURRENT USE TOWNHOUSES PROPOSED USE PARKING LOT ADDITION DISTURBED AREA 0.34 ACRES SETBACKS REQUIRED PROVIDED FRONT (WARRIOR DRIVE) 35' N/A FRONT (RTE. 277) 50' N/A REAR 50' N/A PARKING 5' 5'+ BUILDING HEIGHT 35' (MAX.) N/A MINIMUM LANDSCAPED AREA 0.37 AC. (15%) LANDSCAPED AREA PROVIDED 1.97 AC. (807.) PARKING REQUIRED PROVIDED ARD SPACES (2/UNIT) 12 V HANDICAP SPACES 0 p -( Q LOADING SPACES 0 TOTAL SPACES PROVIDED 12 13 PARKING LANDSCAPING PAVEMENT AREA 6,477 SQ. FT. PAVEMENT TREES REQUIRED 3.2 0 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 4 INTERIOR TREES REQUIRED 1.3 (01/10 SP.) INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 6 TOTAL TREES PROVIDED 6 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MONUMENT STYEL, MAX. SIGN HEIGHT= 20'. MAX. SIGN AREA = 75 S.F. 3. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 4. ALL UTILITIES TO BE PLACED UNDERGROUND 5.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHALL REQUIREMENTS. L Z5' "ore uJa4'ef'' ""-k TRIP GENERATION ITE, 6TM EDIT ON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 35 T.P.D. USE CODE- 230 VA ROUTE 1187 VARIES 0 o o W � AA Q w U. GRAVEL TO REMAIN JN WELL COMPACTED SUBGRADE SECTION TO BE REMOVED PROVIDE TOPSOIL, SEED & MULCH YA htXRF 187&c'+ MV A —A LEGEND PROPOSED CURB & REVERSE GUTTER ............ • . . PROPOSED STANDARD PAVED AREA (8- 2113/2' SM 12.5A) ....... . PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5' SM-12.5A)- - PROPOSED CONCRETE AREA . ................... PROPOSED GRASS AREA - --------------- - - - - PROPOSED EASEMENT AREA . .................. ZONING BOUNDARY . ....................... Z�t B UTILITY PEDESTALS . ................ • • • • • . - C! 1 EXISTING STORM DRAINAGE & STRUCTURE • • • • • • . • • • • • • PROPOSED STORM DRAINAGE & STRUCTURE ROPOSED PROPOSED WATER MAIN • ............ • • • • • • EXISTING WATER MAIN ................... . PROPOSED FlRE HYDRANT ................. . PGATE VALVE & BOX . ............. . EXISTING SAN. SEWER AND MANHOLE . ....... . PROPOSED UNDERGROUND ELECTRIC SERVICE . • ... . PROPOSED UNDERGROUND TELEPHONE SERVICE . . • • . • PROPOSED GAS SERVICE ............. . .. wl • P/ , t --- --4 Wt---- T Z O rL iR v w 0 U J J y 0 �y z J oUj Z o z 0 a� wUi _ UO NW �H.. li. N 0 b- La 0 W o wO ofa I,_ a U 4j o 0 N�j1'W00 _ w I— H U w O w IZ R, V) 0 6 U �p d � ,4•+ Q rn v a O a coU - tl1 Q ca p o N o d p _I Q rO co co c Q) N! c c 0 a a LL W F— V) 3::o W Z - Y LL' 0. Lo O O 04 - tlj V W „II : r W U LL, LLJW <c 0 U o V) -35: 1 57) 0 Z Y U Z r) 0 0 II 0 V. w w U) F- zz0 I-- d0' UV I r- O e- Z r.. W -jig J E: r 0 U U) C3 c) 0 CY) c ;7) Ln 0 0 0 U U) Li 0 0 U) c: 0 n IAJ 00 a - ID CHANNEL NXE, lillAINEL LININO, W S TA NDA RQ DI TCH SECT/ON Ditch Detail Summary Ditch I LerKp(ft) 107 Channel S4e(%) 2.0% Ditch Type v B = Bm Width (11) 0 ss (xi) 3 d = Depth 2yr + 0.5(ft) 1.0 D =Mimimun ditch depth (ft) 1.7 UnIng Type GRAM W = Mirnimurn lining wkb (ft) 7 Anchors per sq yd NA 2- Year Vel. (ftl-w) 1.06 EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUM ....... DRAINAGE FLOW .................. EXISTING GRADE ................. PROPOSED GRADE ................ -­750-,__ PROPOSED EkaENT AREA ........ --- PROPOSED SILT FM ......... ... — SF — SF — INLET PROTECTION ............... DRAINAGE DIVIDE ................ LIMITS OF DISTURBANCE . . . . . . . . . . . = 0­n M = M-71 r7, OUTLET PROTECTION Ouft PmWction Summary OUTLET PROTECTION Ouft PmWction Summary Culvert 1 2 Length(ft) 4 4 WKM(ft) 4 4 Claw 1 . - . I )5 4, 6­5 .67 N MEET & MATCH p EX. PAVM'T.-,----,-' om --o" 111111111pol 2! vw5l LOD 6' 2. S MEET & MATCH - lool PY P A \APT 711.00 A' LOD f. IN /4 ;i=o\-- ---- EP' MEET & MAT .. C'Y DA\AA'T s s 4 PROVIDE EC-1 0 41, -,INV`.=/739/74 7 740.45 + P pl� 7 )5 4, 6­5 .67 N MEET & MATCH p EX. PAVM'T.-,----,-' om --o" 111111111pol 2! vw5l LOD 6' 2. S MEET & MATCH - lool PY P A \APT 711.00 A' LOD f. IN /4 ;i=o\-- ---- EP' MEET & MAT .. C'Y DA\AA'T s s 4 PROVIDE EC-1 0 41, -,INV`.=/739/74 7 740.45 + P pl� 7 INV.=737.,38 Iro cl 740.50 740.1 739.40 1.4- VELM80 7,44 74n- 739. 73 .70 " , >0 +741.40 + 739.9 % 740: Q +740.7 0 7 .5 MATCH EX. SW ELEV. 740.0 "REMAIN EX. TREE TCOF"R E M A I N WALK LOCATION AND ELEV 3 SIDE pll-)� 00 +740.45 TO MATCH EXISTING SIDEWALKS s 740.88 40. 6, 40 0 �4� 5 'Vc�-� AND PORCHES PIS? (�L�O )D 0 6' , Z LOG 7 N 74( 7N.220� Q 741.01 �k f ALOD P '9 V, I I 4 10 40 1 IN FEET I inch = 20 ft. 50 y 41 -,MEET & N EX. PAV '738.15 EP (+ /-) 41 *737.18 --\PROVIDE E( rr) c 0 Ln c) r- LL c� t- o C/) + c Ui 0 Cy) CL Lc Lj ZOO l Uj U) Z Z) 0 0- .r 0 2 A jo X Z z < < w 00 LLJ cn 0 Ld Lki LZ LLJ Li z IAJ (n w 0. + 04 U) LL_ W w 0 a: M CL :2 w LLJ c) LL) z > L'J W I Lli 0 Off C) < Lli (f) cf) Lli o W cl C:) < Lli 0 qr- y z C) < LLJ Lli OD z U L p L 4, IJ C Z 0 z 0 0 w LJ LJ U Y N 0� TM - ZOO l Uj U) Z Z) 0 0- .r 0 2 A jo X Z z < < w 00 LLJ cn 0 Ld Lki LZ LLJ Li z IAJ (n w 0. + 04 U) LL_ W w 0 a: M CL :2 w LLJ c) LL) z > L'J W I Lli 0 Off C) < Lli (f) cf) Lli o W cl C:) < Lli 0 qr- y z C) < LLJ Lli OD z U L p L 4, IJ C Z 0 z 0 0 w LJ LJ U Y N 0� TM - C1 a a 0 0 Q C N Ln 6i Ln O O N N O O z J O O N U c 0 n C w i u O n 1-1 Id I N 75B--1-1A 1.66 ,ACRES J�/ r ZONED: RP gAPH/CSCALE O 20 40 ( IN FEET 1 inch = 20 ft. Prune codominant leaders Prune rubbing or --� cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips 1 � Viden and score hole wall i� Remove container and cut circling --- " Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale -Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil Partially backfill, water to settle soil, finish backfilling Area for water drainage PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE SPACING QUANTITY QUERCUS PALUSTRIS PIN OAK 2' CAL. @ 6' HIGH AS SHOWN 3 GLEDITSIA TRIACANTHOSINERMIS THORNLESS HONEY LOCUST 2r CAL. @ 6' HIGH AS SHOWN 3 ILEX CRENATA "HE(ZII" HEfZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 14 SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM V OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. J NI,qWQO W� 0,OwzN��z—�o (_kVA00 �W�QWOW(10 Ljj I ILLJ dQ 0 o.__ V Oj Q }' U � U N 4a � Co Q rn v Q O V I N V � u7 N : o O d Q U N (D J <( cfl cfl otf a) > 0 _i >' d N rN c O O� �011--LL N vi •i" 0 L � c 2 + C vi O q) 4a v �+ _C Ri U' (L Ill P �1 w _I F_ F- V) LIJ V) Z ::)Q 0 U Q Z ZQ 5 �S 00 W 0 0 U W Z W zo fit. �Y aW JX ~ 0. LLJ D O Q LO o 0 O N Z O - V) W N O W w WS .ram ` LL1 Ld L- U LIJ O wW J w �. -D Q U = V 0 W J � O zp QN U 7) < r 0 w O .- 0 w _ _M Z o o v E;- 2 Q v U) c 0 0 c- o Q Q C6 Ln O O N N O a- 0" W 0 O O r` u c a rl c W I 00 v N O n -7 A C 0+00 0+50 745 740 3., L 735 EX. GRADE PROP. GRAD LEN 40 SLOPE D1 0.50q 12'HDPE 00 00 F--- LLJ D 0 fy II I z LL) � — 0+00 0+50 STORM SEWER PROFILES GIAPHIC .SyCAI6' 40' 20' 0' 40' 80' 1 INCH = 40 ft. HOR/Z. 1 INCH = 4 ft. V£RT. 3:1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4” 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND T INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant REVISED ON 7105 PE-, PLATE. 3.05-1 SILT FENCE CULVERT INLET PROTECTION �- ENDWALL DISTANCE IS 6' MINIMUM IF FLOW FLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINA. TION 1.0 1.5' FLOW *VDOT #3, #357, #5, #56 OR #57 vnlw� nvv,v vnt� TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC NOTES ALt ENTRANCE GRMXS SHALE. START BA X OF THE s%:P CM LSE, F CRANAPE 15 WC7ESSAW. THE DITCH LINE MAY at MOVED BACK T4 PRC'"E. AT LEAST 9" (3F COVER OVER P+FE, AS SH *141 AT ROOT, 017CO i XISIM V OTH WHICHEVER IS CRWEA'. ENTRAN CE GRAMS ARE TO BE SMDDTWY TIED INTO THE ROADWAY BY ROUNMG AS NECESSARY. 1 1 i I 1I ACE15tE3 AGGREGATE � � #t M0. zser 2$ I huj 1.011 t 9 zx PIPE CULVERTS IF NECESSARY, i 52' i NOTE- LENGTHS OF CAILVERYS SHOM ON ROOD PLANS FOR £NTRAINIMS ARE APRiiONINATE AM SMAILL BE ADJUSTED 10 OWA N ABOVE I2CI"AY "INS - ENT'RAMMS W FLL TO BE SAYE AS ABOVE EXCEPT LOCATION Of CULVERT MM CN NECESSARY) - STANDARD PRIVATE ENTRANCES VIRC14A OEPARTMENT OF TIRANSPORTA11ION i dd} Lj z LLI Ir r� z I.) ILL) Q. tL z Ix Lu 0 a I- W I-� a LIJ SPECIFICATION REPERENa 1 RIPRAP PLATE. 3.08-1 LLJ 0 0 0 0 Q ►.a q w , � Y O -1 Q 0 O W't SOW O = M vo WI WO W W afw L_ U\O o ��� cy q{=O0WO W J 1= Lu O ry Z O 07 W ci co U N +' d � Q CD ._ Q) 0 C)i N -0 Ca p Q o N C) Q (�D o� cu > >` J4.1 �, d N r7 c O O U Lc) z7 h h H LL N u� L 0 L � e� 2 c ui 0� G. LLJ �j Z LO Z N O Q V) w (f) : Q w L,J W Q� U o cn W W z U) LL 0 N p o zp ¢o U C) Q o W O i-- Z W 0-100 M O U r a- d 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 rginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contracyor 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" 1-800-552-7001. 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. 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 flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VRO.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity_ V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. 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. 7. 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. 8. 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. 9. 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. The Developer shall have, within the limits of the project, on employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 at conflict points. 12. 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 an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/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 shaft 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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 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. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spccifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three (s3 years from the date of the approval letter. 22. CC-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. ///%%/%�1///%////.,%/%b////:/j r/rYJ%%O//�j,;. ////!•%//////%/ ,%///%/////%/// H//%i////r/' %////r////////✓/. %////;////i/r.^ .////b////.,.%/////i ///.•//i/;•////,%/b`'i. .r %%// ,////•%//%!///% ////!////off//% .r r✓i .. .rrr.r rir.r;r .: ri, ir. riii:rr.rr�ri....: rr<r.r ,../.r r... ;:,,...rn:rr. r:... ' S r f r.Wn LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman LAKEVIEW TOWNHOUSES, INC. P.O. BOX 3461 WINCHESTER, VA 22604 PH # 540-678-2120 P.O.C. BILL CORLETT Vicinity Map Scale 1 "= 1000' JANUARY, 2006 Patton iss Rust Associates, P c Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 D ,T Hof� . Mislowsky Jr, o CERTIFICATE NO. - v 020674 � EGIS RED P OFESSIONAL ENGINEER _ RESPONSIBLE NAME: CERTIFICATION DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 LANDSCAPING PLAN 5 STORM SEWER PROFILES & DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. 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. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Ir ,rr iJ''Vv`t,\�li 7 .1''f_L1.'4 a'= SIDEWALK LOCATION AND E TO MATCH EXISTING SIDEW AND PORCHES �q r 7. -Jl`,�Ni _i �,I lip 2" SM12.5A �- 8" VDOT 21 B r- WELL COMPACTED SUBGRADI STANDARD PAVEMENT SECTION Not to Scale 2" SM12.5A ffE9ffM_4* STONE BASE PROPOSED Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 739.74 739.60 26 12 0.50 1 HDPE 2 737.18 737.03 29 12 0.50 1 HDPE EX. GRAVEL / TO BE REMOVED Gi9APH/CSCALE 20 10 0 20 40 (iNFEET J 1 inch = 20 ft. -INV.=737.18<'6' ONE WAY DO NOT ENTER 0 � .?.'R \ ` s- t ACR� INV.=737.03 co i~ O PROJECT SUMMARY TAX IDENTIFICATION NUMBER 7513-2-1 EXISTING PARCEL AREA 2.45 ACRES DEVELOPED PARCEL AREA 0.34 ACRES ZONING RP ADDRESS CHINKAPIN DRIVE CURRENT USE TOWNHOUSES PROPOSED USE PARKING LOT ADDITION DISTURBED AREA 0.34 ACRES SETBACKS REQUIRED PROVIDED FRONT (WARRIOR DRIVE) 35' N/A FRONT (RTE. 277) 50' N/A REAR 50' N/A PARKING 5' 5'+ BUILDING HEIGHT 35' (MAX.) N/A MINIMUM LANDSCAPED AREA 0.37 AC. (15%) LANDSCAPED AREA PROVIDED 1.97 AC. (80%) PARKING REQUIRED PROVIDED STANDARD SPACES (2/UNIT) 12 12 HANDICAP SPACES 1 1 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 13 13 PARKING LANDSCAPING PAVEMENT AREA 6,985 SQ. FT. PAVEMENT TREES REQUIRED 3.5 0 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 4 INTERIOR TREES REQUIRED 1.3 (01/10 SP.) INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 6 TOTAL TREES PROVIDED 6 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYEL, MAX SIGN HEIGHT= 20'. MAX. SIGN AREA = 75 S.F. 3. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 4. ALL UTILITIES TO BE PLACED UNDERGROUND 5.ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS, TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 35 T.P.D. USE CODE: 230 VA ROUTE 1187 0 w CD ro w EXIS`-- T�_PA M NT C:) EX. GRAVEL TO REMAIN WELL COMPACTED SUBGRADE SECTION TO BE REMOVED PROVIDE TOPSOIL, SEED & MULCH VA ROUTE 1187 SECRONA A LEGEND PROPOSED CURB & GUTTER • • • . . ..... • - • .... -- PROPOSED CURB & REVERSE GUTTER - ... • . • • . - . • .. - PROPOSED STANDARD PAVED AREA (8' 218/2' SM 12.5A) . • - • ... - PROPOSED HEAVY DUTY PAVED AREA(8" 21B/3" BM-25.0/1.5- SM-12.5A)- 71 PROPOSED CONCRETE AREA PROPOSED GRASS AREA - --------------- - - - - PROPOSED EASEMENTAREA . ... . .......... .... ZONING BOUNDARY• .............••••-•--•- ZB UTILITY PEDESTALS . .................. . ... - QT En EXISTING STORM DRAINAGE & STRUCTURE • • • • • - • • • • • • • - PROPOSED STORM DRAINAGE & STRUCTURE • • • - • • • • • • ... - PROPOSED WATER MAIN • .. • - . • - .... .. • . - • .. • - 1 WF---- EXISTING WATER MAIN . . . . . . .. ..... .... . .. ... ,it ---- PROPOSED FIRE HYDRANT ............ ......... PROPOSED GATE VALVE & BOX . . .. ....... .... . .... -1 wi EXISTING SAN. SEWER AND MANHOLE . .............. PROPOSED UNDERGROUND ELECTRIC SERVICE - • • • • - - . - - • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • - - . • • • .. • •. T PROPOSED GAS SERVICE . ..... ...... ..... .... G QJ rc,_ \ P1 1 q WC-4pV00 -Y O Z J3 aQo w<t x0Wa 6j Uzi O V)N OUl�0 CCU. �0wtwi a( U x o- - v � Q. +' U N N :t d -C Q Q rn v Q _� O C I N L0 N O O Q p p N O J � Q a) > G) 01) d- N C _C) Lo 0 p- r_ 0 i- LL Ui O L � L N _ + in C vi O Q) a) 4a C CIS 0) CL Li Z :5 H W J f— V) W V) Z O 0 Q U Z Q Z Q �� �s w O W FJ 0v Ld w wZ zW w o � Q o � Q C y Y a. w -D o Q 0 O N - O tf) o -_ (.0 W II.- Z O Cn W �N o w U N >- Z 0 F- > rr D w W Q 0 Q O w w = O v U V M V) 0-1 H O O o w O QU> v LLJ z o w O zLLJ 0 Z w _j \NlA // U) J T x O J J k 3 z ozLU � d O o f / O � o �- Z ' _ N WZ V) t Q F-0 WOW -i i c ir� it t CAa W y t� a LL O U L r `1 ___ -- ` ` l i ce; v "N - l_ IQ '10 _. __ - -- _ r r -_ .. .� MEET EX & VM7CH �, _ -- — . PA T "-w _ _ L Q < AVM TC742.00� % F ,, ' _ _may \ V 0_`MEET H EX P � '' - - / _ 4 .30/ . � 0.4"MET & MATCH� f! 'Ty �r Y EX.PAVM' 7 9,7 PROVDEEC-1 N o (41 5 INV 739 & ES EVU ENV -737 Qo cop 4 Id 55 CHANNEL L/NiNG, W - - c s ` _ 7 40 740 t\�� - f - / Qp i \ / I \ c C f 4 r 739.40 '� 0 \ } +� r� �w .� � I� �739.50 v min � 741.80 7491.15 � CL (LL N"STANDARD DITCH SECT/ON 739 74075741.40 99 O %0.50 w A ` �' ;. ` �p X SW y7 g -�_ EX PAVM" y L . : MATCH E � � \ �,�� s \M � � -�- ��, �s s; EX, TkEE TO EMAIN 5 t' ELEV. 6 - 741.50%�`� ;' 740.00i \ V _ ! SIDEWALK LOCATION AND ELEV. 1gio Wf�LK �`Ui 740 45 \738.15 \ �; TO MATCH EXISTING SIDEWALK, ASPNA�" s , r,� 74o.8s 740.30 Ep \ ; �, AND PORCHES 5 / 41 c�, \ \ \ f� ,Y p \ \ INV -737 03 + "�� 1 EC - ES A , b P Ex LO • r, 1 0. LiJ s N r a' 7 50 ,r } .<< iVDIY \ �- , � Z _ r l`\\ y \ V) z 0 xi IA7 �W3� j� �L_ A' t �raw�\\ y^ � \ \ �\ Z OUTLET PRO TE•C TION �, ^ ^ / \ , \ \ i `\, O. \ t_..,.r t ✓ i. _.J i f ( ...� r V\ . - ,J .� `✓ t i-'t ! r✓ id 10 , \ i < \ F 'c w / •, <, " , <�� � � L �\,, `V � \\ \ // a ��]L { c; Z w Ld < - W w >' `'\\ Y h \ \ U) Ld /- 0 Ln O EXISTING STORK DRAINAGE & STRUCTURE /�' to r(9 1f N w Z O PROPOSED STORM DRAINAGE & STRUCTURE c<p, 0 + � CV LL �( O PROPOSED CURB &GUTTER ,� {� `' ` � w W w = m r DRAINAGE FLOW . ................. - - <2s- ILLI EXISTING GRADE / ��) J .............. Lij U Lij PROPOSED GRADE 75Q�, �` = ; > O W Q hi �� Q PROPOSED EASEMENT AREA .......... — — r', P _ O = ' f~1 Cn O M cn PROPOSED SILT FENCE ' ' . ' ' ' . ' ' ' . SF SF— w W INLET PROTECTION . ' ' ' ' ' ' ' ' .. ' . C I P I P z O CR,�PH/CSCALE d N DRAINAGE DIVIDE . .......... �:.N>: 20 10 O 20 40 Q LIMITS OF DISTURBANCE ...... " 7 iN FEET 1 inch = 20 ft. W O r- zo Fp cn Q w � 00 z w Of z 0 o O 1 � Ditch Detail Summary Ditch 1 Length(fl) 121 Channel Slope(%) 2.0°� Ditch Type V 8 Base Width (ft) 0 ss x:1 ( } 3 Outlet Protection Summary Culvert 1 2 Length(ft) 4.0 4.0 wQQ1 \�G1WIA C J J 4 3 p Q % / z U (n Qc^O wV) 0 i Q O �'0 w w v W co,U a Z i O U o 't/ o Of / a 4 y0h'W00 f 5 B- - , b 1 � -ice _.... ' U T �, �, ---" Prune codominant leaders DO NOT prune terminal — ti c + I � K � _ � \ � leader or branch tips -%` %- - f r ..__ �11 --- cross branches TY - � .��\ rune rubbing o Cc Q � .f -- r t 4 •. , �\ N NI Ln crotch� rune narrow angles o pC: an water spouts NOT stake or wrap � J A trunkunless necessary Prune broken branches ry — -. - V, -- --- J =- -_----------- --"- \� Remove all t anlabels ^ - / / / , \ Prune suckers N o IN. ''NN C: C) P - �� ,\ Cut away all balling ropes s U LL� �\� 2 3 muI h kep away from trunk 74 j 8 \ \ r Soil well to contain water Remove to of wire basket i. O \ P L >, J 9� \ I' - :a. 'H C L / UNAMENDED backfill soil = .. , _ Q. Partial) backfill water to Widen and r I - a` Y score hole wall - 1 4. � < •��, settle soil, finish backfilling � %1 % \ } - i Area for water drainagea•+ � Remove container and cut circling t Leave solid soil pedestal - do roots if rown, or as much h g not dig deeper than ball depth p. w ✓_ x �� ` \ ��� burlap as possible if field grown \ \ Dig hole 2-3 times root ball width `\ Z ` }. IN, TREE PLANTER DETAIL ` (`a no scale • IN 1 \\IN, Z 0. IN IN, PLANTING SCHEDULE p Q \ N\' \ _ V J CC) IN �' a f. \LIJ � s \ _1 ' W ----- � /� '`' - � � , k• ._ SEEDING REQUIREMENTS Cn ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM O 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. N. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. Q U \� ^` . 70-120 LBS. MULCH PER 1,000 SQ. FT. _Z FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE �? TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A Q o MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: Q w 0 `� \ �` ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. p ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. Q U ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. oLL' W U W W 0 �.\ \ A � I/ �w 3 W 5 WS \ o W o Ln O \ o (() 'mil r -� 41 in w II V LIJ LLJ ,�. z > w W .j w \- >• ,1.. p 0 -) o sf�APH/CSCALE _ ,_ < N Q U v 20 10 0 20 40 ( IN FEET z o 1 inch = 20 ft. � z W _ �� Z BOTANICAL COMMON NAME SIZE SPACING QUANTITY � QUERCUS PALUSTRIS PIN OAK 2' CAI. >� 6" HIGH AS SHOWN 3 GLEDITSIA TRIACANTHOSINERMIS THORNLESS HONEY LOCUST 2' CAL. (� 6° HIGH AS SHOWN 3 ILEX CRENATA °HETZII" HETZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 14 Bob � , +pie _ S• t r3�.i," .I `A� ,�``� a •� 1�i*���.�� art. �� •�fa.r•.'`iirar.l ( 1 AL all • NOTES.SECTION A -A OUT9DE THE 04*�KL WIDTM MI. 10f PIE 40 ENDWALL .- ENDTON IS SPECWIED ON .. 3- cconx STW IN ACcm WITH TK SPECFICATIONS, +_Ylr.�l�rra.�.a1i(>•,r'�Ss+�w�wir� f iPTM& OR ARCH CAVCRT. :X, ELLIPTICAL OR a SECTION B•B t KiN. MPTH �. CLASS I 2' MASS 1 3• STONE FOR EROSION CONTROL 204 245 Vltt r4A DEPARTMENT OF TRANSPCRrAU0N 43 114.01 I 7Ar- 74 7 0+00 0+50 745 740 3:1 735 EX. GRADE j PROP. GAD 1 29 (� 0.50% I 1' "HDPE 00 M Q O 0, � Z Z 0+00 0+50 STORM SEWER PROFILES GRAPHIC SCALE 40' 20 0' 40' 80' 1 INCH = 40 ft. HOR/Z. 1 INCH = 4 ft. VERT. --3-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH FLOW ��P" EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Ayant REVISED ON 7M PLATE. 3.05-1 SILT FENCE CULVERT INLET PROTECTION �-- ENDWALL DISTANCE IS 6' MINIMUM IF FLOW j LFLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINATION 1.0' 1.5 FLOW *VDOT I3, Ir I #5, #56 OR it .,..,,-1 TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC NOTES: ALL ENTRANCE GRADES SHALL START BACK OF THE Sa0MVE1R LVIE_ IF DanrIApE 13 nECES'1AFty,'THE OOOH LK WAY SE MOVIC0 BACK TO PROME AT LEAST W* OF COVER OVER P L ASSHOW� * AT RICHT. 1 KEi IM WOTH WH1CHEWR IS GREATER. �1 v ENTRANCE GRADES ARE TO BE SMOOTHLY TIED WTO ` Vg $ T)IE ROADWAY BY R ND A5 NECESSARY, 5 I 1 LLJ I 1 I jjWjj I � I FACE - CAUS iER i z �25norr 26 TE j WWI ir I.. . .�. V) I I CL 1�! a - AD � 1z• �1c � +, o t� is PPE CULVERTS IF NECESSMY ` 3tW 704 Q SHCx9LSIER W 1lm ROADWAY PAV09Nt `! NOTE: ENTRANCES IN FILL TO BE SAME AS ,ABOVE LE?4TH5 Or CULVMT5 SHOWN ON ROM EXCEPT LOCATItlAI OF CULVERT (WHEN NECESSAsRYL PLANS FOR ENTRMCES ARE ,APPROltWTE AND SHALL BE ADJUSTED TO CeTAIN POOVE ROADWAY WDrHS- SPECFICATION STANDARD PRIVATE ENTRANCES REFERENiCE St3 602.012 VIRCHA DEPARTIENT OF TRAN%"TATKW I RIPRAP PLATE. 3.08-1 J \RG1) —� 3 O �Z� Q O 1 Wd- 1WOW O "oo z = 0 0 (n 0 0 Of� W W L� , w o 0 c o a- - V,0� _ V Uj Q. U N +' d � C7 LL O� I N 1n Ln U� p O C) d Q U O N C) Q CO C0 J rn c to c o 0 U U) 0 (\ C U LL fA vi •i O L � y Cf') � Cn O a� n. Luc ...� (n U. OQ x CL Q w J I- U) Li V) Z 0 O Q U 0 Z Z Q rn a 00 W C7 U W Z W W o � � 0. 0 U W O o W H o 0 Z N O 0 + Ct� LL �, W W 0 z = m Q w IZ => WLO o Z > ULLJ >- O_ Iw O Q w a cr) o 0 Lj W 00 zp 0 w(10 > Q C-)w U Q T- 7 7 z w o T- 1U Q O Fn W �M Z W D' _ C) 0 LL 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 en ineer 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 contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 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. 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 shalll comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT n ht-of-way, all traffic control, whether permanent or temporary, shall be in accordance V with the current edition of �OT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C. 4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic si nal poles, junction boxes, controllers, etc. owned by V.D.O.T. or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items which may be in conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyfield revision will be responsibility of the developer, 6. 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. 7. 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. 8. 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. 9. 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. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. 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 at conflict points. 12. 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 an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AA HTO 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. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. 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. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Unita and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VFM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Speeifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking storn depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control t ip. 21. Approval of these plans shall expire three3� years from the date of the approval letter. 22. CC-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. ./�,i / ,• r%/%:%//% �` �: 1. tl ' 1. � R C F�_. EDE I :K • R R G COUNTY . VI � RGINIA r LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester Virginia (540) 665- 3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.G. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hackman LAKEVIEW TOWNHOUSES, INC. P.O. BOX 3461 WINCHESTER, VA 22604 PH # 540-678-2120 P.O.C. BILL CORLETT REVISED J.A-N. U Y, 2006 MARCH, 2006 Patton H arris Must & As ociates,pc Engineers. Surveyors. Planners. Landscape Architects. NJ i H 0 F1 `-t L 117 East Piccadilly Street, Suite 200 al A. Mislowsky, o CERTIFICATE NO. + Winchester, VA 22601 -T, R GISED T 540.667.2139 PROFESSIONAL ENGINEER F 540.665.0493 RESPONSIBLE NAME: CERTIFICATION DATE: LAND DISTURBER: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ,SHEET INDEX COVER SHEET 2 SITE PLAN J GRADING & EROSION & SEDIMENT CONTROL PLAN 4 LANDSCAPING PLAN 5 . STORM SEWER PROFLES & DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. 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 gross 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 duringg 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. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of 5 a 0 Q cM U ca of 0 0 v 0 CL =I 7G } a ai W 0 0 N N cM 0 a 3 0 0 c (II CL ao W f oo M U a> 'o d rll LAKELVI! W TOWN iiOU'S)E.`,, M. l 1.606 ACREES LIONEDRP x �h EX. GRAVEL 1187 TO BE REMOVED M1 -00 ROAD -----.. RR R 642 _ 2' GRAVEL SHOULDER�E {'`,` u'_U r. TO REMAIN �a N 1 74 F 7"' PE_� HANDICAP y �� °,�\ PARKING SIGN IN .— 39.74 -- JINN.=739.60 t / _ t N /`��� { �� � e INV.=737.18,6 60* , 1 goo N \ ONE WAY go DO NOT v i ,a00 �. �ri ENTER r- 2 RI� s\ R MATCH EX. SW - d ; o©.,/ _` 7 5'R , s �s t -. t EX. TREE TO REMAIN o > r ELEV. _ SIDEWALK LOCATION AND ELV. ��yALK .r " _ -.' TO MATCH EXISTING SIDEWALKS ����D ; 2 R _ < ANC>, `PORCHES ASP 2'R� INV. 737.03 "O� d -R t 60* t E \`1�1 STOP SIGN t 4 -rtn� T \ \ U &BAR PROVIDE CONC. 1 7, WHEEL STOPS' t 1� l/ HOMFOM\IER�Sl INC, _2 2 ACRES L_0 E L, , P H n" C►Ii7 KA 1B ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale 2" SM12.5A PROPOSED SIDEWALK SECTION I Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 739.74 739.60 26 12 0.50 HDPE 2 737.18 737.03 21 12 0.50 HDPE 4l1i, I 'C3 Q � 6 r5B_-3_1 I-_ AK E V! EW TOWNHOUSES, INC. 2.58 ACRES LID. 4-26, PC: 52 ZONED: RP ,�R.4p.H/CSC.4LE 20 10 O 20 4D /N FFE7 1 inch = 20 ft. CJ� PROJECT SUMMARY TAX IDENTIFICATION NUMBER 75B-2-1 EXISTING PARCEL AREA 2.45 ACRES DEVELOPED PARCEL AREA 0.34 ACRES ZONING RP ADDRESS CHINKAPIN DRIVE CURRENT USE TOWNHOUSES PROPOSED USE PARKING LOT ADDITION DISTURBED AREA 0.34 ACRES SETBACKS REQUIRE PROVIDED FRONT (WARRIOR DRIVE) 35' N/A FRONT (RTE. 277) 50' N/A REAR 50' N/A PARKING 5' 5'+ BUILDING HEIGHT 35' (MAX.) N/A MINIMUM LANDSCAPED AREA 0.37 AC. (157) LANDSCAPED AREA PROVIDED 1.97 AC. (80%) PARKING RE UIRED PROVIDED STANDARD SPACES (2/UNIT) 12 12 HANDICAP SPACES 1 1 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 13 13 PARKING LANDSCAPING PAVEMENT AREA 6,985 SO. FT. PAVEMENT TREES REQUIRED 3.5 0 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 4 INTERIOR TREES REQUIRED 1.3 (01/10 SP.) INTERIOR TREES PROVIDED 2 TOTAL TREES REQUIRED 6 TOTAL TREES PROVIDED 6 NOTES: 1. ACCESSIBLE VAN PARKING SPACE AND ROUTE TO THE BUILDING SHALL COMPLY WITH ICC/ANSI A117.1-2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 2-SLOPES SHALL NOT EXCEED 1" IN 48" ACROSS THE PARKING SPACE OR SIDEWALK AND ANY SLOPES GREATER THAN 1' IN 20' SHALL COMPLY WITH THE RAMP REQUIREMENTS OF A117.1. A STRUCTURAL DESIGN OF RAMPS SHALL BE SUBMITTED AT THE TIME OF BUILDING PERMIT APPLICATION. 3. ALL SIGNS INSTALLED ON THE PROPERTY HILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 4. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYLE, MAX. SIGN HEIGHT= 20'. MAX. SIGN AREA = 75 S.F. 5. NO STEEP SLOPE, WETLANDS, WOODLAND 'OR OTHER ENVIRONMENTAL FEATURES EXIST. 6. AL UTILITIES TO BE PLACED UNDERGROUND 7.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. TRIP GENERATION ITE, 6TH EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 35 T.P.D. USE CODE- 230 VA ROUTE 1187 a L_ 0 a EX. GRAVEL J TO REMAIN WELL COMPACTED r SUBGRADE SECTION TO BE REMOVED PROVIDE TOPSOIL, SEED & MULCH VA ROOF 1187 4 5EC770N A A LEGEND PROPOSED CURB & GUTTER - - • • • • • • • • • • • • • • • -- PROPOSED CURB & REVERSE GUTTER • - - • • • . • • • • - - - - PROPOSED STANDARD PAVED AREA (8° 216/2` SM 12.5A) • • • • • • • - PROPOSED HEAVY DUTY PAVED AREA(8' 210/3" BM-25.0/1.5' SM-12.5A) PROPOSED CONCRETE AREA . .................. .• ` • •' PROPOSED GRASS AREA - •-•---••------•-•-- PROPOSED EASEMENT AREA . ........... . ...... - 70NINGBOUNDARY • ••••••••••••••• •••.•••. 28 UTILITY PEDESTALS . ............... ........ Q Q EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • - - • • • - PROPOSED STORM DRAINAGE & STRUCTURE . ....... • . - .. - PROPOSED WATER MAIN . ............ ........ -f------- EXISTING WATER MAIN ........... ........... . ; --- - PROPOSED ARE HYDRANT ............... • ..... t PROPOSED GATE VALVE & BOX . ................. . ------ ---I W ~ — EXISTING SAN. SEWER AND MANHOtf . ............... ..— C?—{S.S.E-- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • • • -- E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • • T PROPOSED GAS SERVICE . .................... G A- V) ' J 4 a oa Q p o wrr w0W vo _ v�Z (2 � N j Q F-(D bi 13 'w LLJ6 ui ofww 2 LL o U G � kva, 0 C) vi a4� U (D N +' d � Q CY) ..� N O I N LO N a o o ,1- Q � O N O Of Q T C o 0 C) t\ n F- U. "N o L � L � es _ (n + c ui O a� w N aw L 1A W V) Ld Cn Z ::)a 0 ~ .J... Z Z .c( o JS w Of O W� I- J 0 w J ? Z 0 a in U CL LiJ Q c a -� O o 0 0 0 O N w Z O + LLJLLJ w O M U Z S } 12 /y� W Lv T N Z v z > bi � W t0QO Q WC> J U w W S z z o � (� (!) U) s =' m w n o W O V) z O n, aw. � w O Q U U w w qr— z z Q� Y r J r") cv Z W t� L� 0 = 0 <L _j 01) A 30 _j _j Z < LLJ Z d' C) 0 LLJ q 0� 0 Ld r- Lj &-) LLJ 0 = < cn Z5z Lj 0 N L, Z F_ Li 0 W V) Ir LJ 4 :2 w -7 LL_ B 0 0 1 0 Of L.__V1E'v%1 TO'v%,"NHOUSES, INC. /Von yq E 1.66 R E_ D B 4/2 3. P G 6 1 F', P 0 U) 4-j (D MEET & MATCHto ,,,9 �'G'� ��`'� LOD EX. PAVM'T AdsJ IQ I L PROVIDE ES < V. 0 61Q 0 ---"MEET & MATCH _c4 P EX. PAVM'T Iv CL x ;zz 0 6x zp C.- C) ------ 740.45 U) Ln _i!FF t 0 0 LF c IV-\ tt, k+/ LET \& MATCH CD -7 A F S EX.\,�AVM'T 41 ?OVIDE Y, ES N < Q0 0.5 1114v.=/JZ1.0V D J IV =737.18 > Q) c) 6 0.� 41 4 NNEL ININ 6, W R _j Q) 740.60 740.50, i N 7 '739.4 0-0 4- r_0 0 Culp j PR VI U) e c) 01 73 9.50 741.80 741.15 a- ZI V _C TION �6' 739. \\\ V ,qA) 011 4,1 S TA NDA 10 DI TCH 56 740.75 �0 I 7 741.40 ft 110 739.90• 0 (W/ 740.50 EET & MA CH \, > A� 71/1.7 -t - 's -EX. PAVIM Ditch Detail Summary _kk 1 \ & MATCH EX. SW 740.00 c- DRCh 1 EX. TREE,30"PIMA10 ELEV. 741.50 % 73815 121 Length(ft) SIDEWALK LOCATION AND ELEV. 'EP NV 740.45 S0 40.68 + + Inv. In 739.60 TO MATCH EXISTING SIDEWALKS U4_ a=//rW= 740.30 k 0 Q) 'r, - - - - - - x �141 1411 AND\'PORCHES 'kv? \� I \V %I INV.=737.03 EC-1 ✓ \ Inv. Out 737.18 2.0% Channel SlWe(%) X (rLOD) ES Ditch Type V L OOD \P Lij B Base Width (ft) 0 (L P 740.50 \-V Y. U _9 66 SS (x:1) 3 '741.00--- d Depth 2yr + 0.5(ft) 1.0 r Ui� n M-M =M MM t d 1.7 D =Mimimun itch depth (ft) V (I __0 Lining Type GRASS V,\ PROVIDE CONC. W Mimimurn lining wkfth (ft) 7 2 v V V", NA Anchm per sq yd 9 WHEEL STOPS A - Yea Ld 2 r Vel. (ft/sec) 1.06 _N Jk LLJ CL X1- j �7 /N 04d6 0 CID OUTLET PRO TEC TION (__"�VVNLERS A(')(D0�J!(T\1 it j L)i LF. P F 0 -74 Ouffet Protecdon Summary Culvert 1 2 j, Length(ft) 4.0 4.0 j J:1 Width(ft) 4.0 4.0 Ljj LLJ _j L claw Al Al Depth (ft) 1.83 1.83 A\ �` \ \ O 4z 0 2 Z Ln 5; 4.1 w 0 j _A\y LLJ W w W Z �` V o w a. U LLJ 0 0- C> LJ F- o L0 0 0 DOSTING STORM DRAINAGE STRUCTURE Lc) z 0 0 PROPOSED STORM DRAINAGE & STRUCTURE + Lj_ Ld PROPOSED CURB & GUTTER ....... ... 0 DRAINAGE FLOW .... .. ......... n. Ld > EYJSTING GRADE . ................ _T LLJ J J;­ J, In Z Ld __`t __ C > Ld UJ Ld 0 LLJ PROPOSED GRADE uj C) < < cf) C, cn U) PROPOSED EASEMENT AREA ......... F", PROPOSED SILT FENCE ... ....... . V) LIJ 0 W 0 INLET PROTECTION .........O� op 0 OR, 4) 0111C 54 C, 4Z F cq DRAINAGE DMDE . ............ .. 20 70 0 20 40 ICHA NN, LIMITS OF DISTURBANCE ....... . IN f -EL- T I Inch = 20 fto LLJ 0 Ld LLJ 00 z Lij T_ _j / L R�INlq J\ a Oz 0W ZCif z �' Qo L)LZ Q O W-- G%OW Y LIJ IT C() U i Prune codominant leaders DO NOT prune terminal , , N •_ \ - t • _.-- , �)'� ' '`;\ . leader or branch tips ' __- Prune rubbing or Q r)L} 1 - - _ -_ - ; __ cross branches ._ Prune narrow crotch angles / n les N an water u s -- -._ DO NOT stake rap d t spot � �o trunk unless necessary Prune broken branches > - \, Remove all t and labels - - g _ J ��, �` togs Prune suckers N L 0 ._ -r•1 0 G G (�` \ \� L��` Cut away all balling ropes 2°-3° mulch kept away from trunk a v f— LL Soil well to contain water •— A_ \ f Remove top of wire basket i L A , l , , 1 � h E _ \ p: UNA ENDED backfill soil = (n s. Q Q Partially backfill water to 1 1 Widen and score hole wall K_� \ settle soil, finish backfillin = i , n \ Remove container and cut circling Area for water drainage M soil - �' `, aim v v if cont r as much W g Leave solid 'I pedestal do � ;A -- j , \\ / \ \ ; roots container -grown, o notdigdeeper than ball depth \ burlap as possible if field grown Dig hole 2-3 times root ball width a'..� \ \ �\ TREE PLANTER DETAIL (-1 r , \ `,\ \ \•.... I \ no scale \``' _ ''\ PLANTING SCHEDULE Q } LAJ { ... (1 T i yfS7 �' •.` \� r Yl 1-`W , `\ -'� i , \ tit: Z i W t 1 r J / r� V) Lij SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6° OF TOPSOIL AND BE SEEDED AS FOLLOWS: \ - ;� 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SO. FT. O �- 1 LB. ANNUAL RYE PER 1,000 SQ. FT. U 70-120 LBS. MULCH PER 1,000 SQ. FT. 0 FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A Q 0 \` MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO, FT. 'J MAINTENANCE OF LANDSCAPE NOTE: w ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. t"� =p ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. Q U ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. o 3:: 0 w / _ W w r dy \\ \ c 0. o ci w A O n. Ld 0 _ OZ ON Ld me ✓� y 1L, W 1 O > w w J w 42 C+ r z o ,�R,4PH/CSCALE � vU 20 10 O 20 40 ( /N FEET w O 1 inch = t. z z zr. C� O w = w M Z Q O �' BOTANICAL COMMON NAME SIZE SPACING QUANTITY QUERCUS PALUSTRIS PIN OAK 2° CAL. � fi° NIGH AS SHOWN 3 `ift r' GLEDITSIA TRIACANTHOSINERMIS THORNLESS HONEY LOCUST 2° CAL. @ 6° HIGH AS SHOWN 3 ILEX CRENATA °HETZII" HETZ HOLLY 3 GAL CONTAINERS - 3' HIGH 3' ON CENTER 14 �,+�.•r. ,,, 4�. y .100 }�- f_ SECTION B-® ¢ -t UN. CEPTH CLA.S$ I 2' CLASS 1 3' t�EpF1GM1te1"i STONE FOR EROSION CONTROL m4 145 votGuAi DEPARTMENT OF TiRANSPCRrAIM 3133 ttn.ta9 414 74 74 7_2 0+00 0+50 745 740 3:1 7,35 EX. GRADE PROP. GAD 29' 1"HDPE 10.50% Do LL L O z y �OI 0 0+00 0+50 STORM SEWER PROFILES GRAPHIC SC E 40' ZO' 0' 40' 80' 1 INCH = 40 ft. HOR/Z. 1 INCH = 4 ft. VERT. �1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I-7 Jill FLOW —, IIIII 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G 21111 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood -1; REVISED ON 7M5 PE-1 PEE CULVERTS t 41. NOTE-- LENG" OF CU.YEitTS StyDt N ON ROM PLAM FOR ENTRM4= ME APPRCM04ATE NO SHALL BE A"$TE0 70 COTAW .AOM ROODWAY W OYM& V4 PLATE. 3.05-1 SILT FENCE CUL VERT INLET PROTECTION ENDWALL DISTANCE IS 6' MINIMUM IF FLOW FLOW IS TOWARD EMBANKMENT OPTIONAL STONE COMBINATION 1.0' 1-5' FLOW *VDOT #3, #357, #5, #56 OR #57 WAKZ)t AbUKLbAlt TO REPLACE SILT FENCE IN " HORSESHOE WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC NOTES: ALL ENTRANCE GRADES SMALL START BACK Or THE S+4S VE1t LMJE. IF OPJMtAGE 13 NMSWY. THE 01CH L* WAY W MOM SACK TO PMME AT LEAST Or OF COVER OVER FPf- AS 94Mt N AT ANCHT, iEXISUOG WOTH wF1 CWWR IS OKATER. ENTRANCE (DES ARE T4 9E SMOOTM_Y TIED INTO THE ROADWAY 8Y i'I~04"MG A5 WCESSARY, I WI I¢ la � I WWII I Me EHTRANffS IN FILL TO K SNA AS AROW EXCEPT LOCATIO4 OF CULVERT (`*MLA NECESSARY). STANDARD PRIVATE ENTRANCES - YIRom DEPARtteNT OE TRAw"TA" 0 15 1� W t 9 a 1 Ali w CC 1— z cc W ii r z Lai ATION VK 513 2.5' ci ncc i PIPPAP PLATE. 3.08-1 1� \�GINiq J N 0- !j z .j 0 Q Q # W 't w O Z u, a(0 �N S UO ow wo W � � wo d LL C 0 o a °ww00 _,CF� w J f— f— V (n U N : f d � � L Q .� N O /C3 I^ U) 0 _0 p p cY Q� 0N�� -� Q Q00 Q0 06 a) > (7i (3i f+ N N C IN C O O (D CL c) F- LL N vi •L O c L _ U) C ui O Q) a. LiJ W - L O N O Z Q = DW V) o = m Q Q- w U > W W J ITJ r1r to o U) co 0 O zp faVU w O U w D� _ LrI 0 0 0 _J Li