The URL can be used to link to this page

Home My WebLink About040-97 Children's Services ERL - Shawnee - BackfileSITE PLAN CHECKLIST The checklist below indicates all the information -that needs to be -submitted as part of the site plan application. All required information must.be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) County Health Department Frederick County Sanitation Authority City of Winchester Department of Planning and Development Town of Stephens City Inspections Department Town of Middletown Frederick County Engineer (Public Works) Airport Authority Frederick County Fire Marshal Soil & Water Conservation District Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) �0�31-G� U J-J7-g7 �lq al�ll qp"V406 fx"� "4. CASH (r RECEIPT Date .h4u 19 0025248 Received From Address Dollars $ a: For r,. ACCOUNT HOW PAID d CASH AM PAID CHECK By BALANCE DUE MONEY ORDER �-i Ac Iv O / �j - Fvv� G.�� C•wt� �N�/ 141 / Qi 4, tirn G / 4G . / r qA VL fy 2 72.r � \ s• IL w i F zs �N •._ ,� , • ' i ram: v `� E W E Lz W A. t ! = R- h = 1 R- f= H `( Lam, N 1 ANP I.AND5GAPING MEET ALL GUW-p-ENT GppE P�E e�ZvIR-EMEr. TS AND NEEDS SETI3AGK S FZEQuIFZED PployIDE D r FPoNT 3S' bn ' ll 51DEAND P-EAP- O' 10, SIDC- 143r PEAR O J� _ 2 E62U l l2--e M E N T5 =T u S E F�ATi oA A P�Q p ---_- R"E P 2 o y I p E p = -- oFFIGE I/Z5o5cz.FT. At(0' I HAN�GAPPEP SPADE PR'oVl rr ti NOV 1997 l R F THE Z3 SPADE PARzILING LoT I S 1=X(^ IP�PT, p E�VE� ;' W O - , rx AND �fvf[OPM Nt LAND5GAPlNG GAL6U4LATI f Q Ci. I TREE PER to SPADES = Z TREES ReG2'D. O I -FREE PER-40' PEWr,AETER 6 "TREES Imo' D- Q-+ O •TLe.>TA I - & TREES R-EQ' D. X NO TR•EE5 8 -TFLEE$ �{ A PPoPoSE� AR-ISToCPz.AT PEArz CMIN Z 2'/Z "GSA L(PEP`ATTIMeoF PLANTING) �WFJEFZ- bEVELOPER BA55ANA T. SABBAGH III RIVF-P-PALE GIRDLE 57EPHEN5oN, VIR-GINIA ZZ6r�6 7 Mc�0wEE D NOV 12 I991 I DATE: 10/28/97 SCALE: 1 "= 20' I DESIGNED BY: GRO I JOB NO. 2099 SHEET 1 OF 1 I COUNTY OF FREDERICK, VIPGINIA DEPARTMENT OF INSPECTI - - Caller «f`r }',E, Time Called Date Called Phone No. �� Time Requested N 0 v' Date Requested Received By - Date of Inspection PERMIT HOLDER NAME _ RT. NO. Lot No STREET NAME DIRECTIONS SEC. No. SUBDIVISION DISTRICT BUILDING NO. PLUMBING NO. _ ELECTRICAL NO. MECHANICAL NO. SIGN NO. —_ PERMIT FOR: `ii-IrI-b Type of Inspection Residential Commercial / Footers Setbacks: '- FR BK L R Slab Draintile Gas Fire -up Final Electrical Water Service Framing Final Mechanical Sewer Rough Electric Final Site Plan Rough Plumbing Rough Mechanical Final Building Fire Marshall Groundworks Gas Piping/Test Final Plumbing Special/Complaint Other. Time In: 4 ' 0o Temperature Cut in No. Time Out: D Weather Pg"7'7l: `l Results: Approved Rejected Comments: Signature Date r� 0 November 17, 1997 Children's Services ATTN.: Bassam T. Sabbagh 301 Airport Road Winchester, Virginia 22602 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAY: 540/678-0682 RE: Site Plan Approval - Children's Services, Building Addition Site Plan #040-97 Zoned:B2 Dear Sam: This letter is to inform you that the Frederick County Planning Department administratively approved site plan 4040-97 on November 17, 1997. This site plan consists of a 2,046-square-foot addition to the existing 2,590-square-foot building (4,636 square feet total). In addition to the proposed addition, the parking lot will be improved to comply with ordinance standards. Parking lot standards include curb and gutter around the lot's perimeter, and landscaping. Enclosed are two copies of the approved plan. This will enable you to provide your contractor with an approved copy and maintain a copy for your records. Please have the contractor contact this office to schedule an on -site inspection once all improvements are complete. Please contact me if I may answer any questions regarding this letter. Sincerely, Eric R. Lawrence Planner II ERL/bah Enclosure cc: Mark Smith, Greenway Engineering Roy Jennings, Real Estate Public Works Department WERIOCOJINIOMSITGPLANACIIILDSL'R.APR t07 North Kent Street • Winchester, Virginia 22601-3000 COMMONWEALTH of VIRQINIA DEPARTMENT OF TRANSPORTATION EDINBURG RESIDENCY DAVID R. GEHR 14031 OLD VALLEY PIKE COMMISSIONER P O. BOX 278 EDINBURG. VA 22824-0278 November 14, 1997 JERRY A. COPP RESIDENT ENGINEER TELE (540)984.5600 FAX (540)984.5607 Mr. Mark J. RePine Ref: Temporary Construction Entrance Trademark Enterprises Inc. Children's Services Inc. 123 Highview Road Route 645 Stephenson, VA 22656 Frederick County Dear Mr. RePine: In accordance with your request dated November 11, 1997 you are given permission to install a temporary construction entrance at the referenced location. This letter is to be considered your permit to do so. The following provisions will be required: • Work area protection signage is to be in accordance with the current Work Area Protection Manual while working on the right-of-way. • All work on the right-of-way is to be confined to the temporary entrance location only. • A minimum 6" depth of VDOT # 1 (2-3 inch stone) course aggregate by 30' in width will be required. It is to be placed from the edge of pavement and extended back onto private property far enough to prevent the carrying of mud onto the roadway. • Positive drainage is to be maintained within the right-of-way at all times. • A wash rack will be required. • A minimum 15" x 30' culvert will be required. • Any disturbed areas of the right-of-way or damages to the pavement structure adjacent to this entrance will be repaired by you to our satisfaction. • This permit is being issued for 180 days. • All work is to be completed in accordance with the enclosed Virginia Erosion & Sediment Control Handbook, Specification 3.02. The Department of Transportation will not be held liable for suit should such result from this operation nor is it granting permission to grade on the property of others or disturb underground utility lines. If the above listed items are not followed this permit may be revoked. Should you have any questions, please let me know. Sincerely, Steven A. Melnikoff o Highway Permits & Subdivision Specialist, Sr. SAM/ep Attachment xc: Mr. R. B. Childress, Mr. K. A. Steele, Mr. K. Tierney WE KEEP VIRGINIA MOVING • COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/678-0682 Mr. Mark D. Smith, P.E. Greenway Engineering 151 Windy Hill Ln. Winchester, VA 22601 November 12, 1997 RE: Childrens Services of Virginia, Inc. - Site Plan Comments Frederick County, Virginia Dear Mark: Upon review of the subject site plan, we offer the following comment: 1) The additional calculations for the outflow of the stormwater pond indicate that an adequate channel does exist downstream of the pond. The calculations indicate that the pond reduces the post -developed stormwater run-off to less than the two- year pre -developed rate. plan. We offer no additional comments, therefore, we recommend approval of the subject site If you have any questions, do not hesitate to contact me. Sincerely, C •22y" Joe C. Wilder Engineering Technician JC W/rab cc: Eric Lawrence file 107 North Kent Street • Winchester, Virginia 22601-5000 i r i GREENWAY ENGINEERING -- j 151 Windy I ►ill Lane Winchester, Virginia 22602 i Founded in 1971 I TRANSMITTAL TO: 0 Date !f- lay -`17 FROM: Klln.I11 - CA /,-- GREr NWAY ENGINEERING 151 Wind Hill Lane Winchester, Va. 22602 Phone 540-662-4185 Fax Phone 540-722-9528 PI=Ma RK4 - F— uraent '154 For Your review ❑ Reply A cp : 2 DEPT. OF PLANNING AN) I Ev tplge� C6m ent C✓G� z �� /� `S � VI LP .S ?C? �,� ✓ern, �it�.�,� �� a•,,f' o-t3 �1/.cx%,Cu- �,n � ��l-t�C� �t. U J r� -JNUV Dc� Engineers Surveyors Telephone 5,10-662-4185 FAX 540-722-9528 0 • COUNTY of FREDERICK I November 12, 1997 Mr. Mark D. Smith, P.E. Greenway Engineering 151 Windy Hill Ln. Winchester, VA 22601 RE: Childrens Services of Virginia, Inc. - Site Plan Comments Frederick County, Virginia Dear Mark: Department of Public Works 540/665-5643 FAX: 540/ 678-0682 Upon review of the subject site plan, we offer the following comment: 1) The additional calculations for the outflow of the stormwater pond indicate that an adequate channel does exist downstream of the pond. The calculations. indicate that the pond reduces the post -developed stormwater run-off to less than the two- year pre -developed rate. plan. We offer no additional comments, therefore, we recommend approval of the subject site If you have any questions, do not hesitate to contact me. Sincerely, C•z2y" - Joe C. Wilder Engineering Technician JCW/rab cc: Eric Lawrence file 107 North Kent Street • Winchester, Virginia 22601-5000 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 November 7, 1997 Greenway Engineering Attn: Gary Oates 151 Windy Hill Lane Winchester, VA 22602 RE: Preliminary Site Plan Review - Children's Services Site Plan #040-97 Dear Gary: I have reviewed the above referenced site plan received by this office October 29, 1997. The following comments will need to be addressed in order to proceed with approval of this site plan. Please provide: Site Plan Checklist 1) A space labeled "Approved by the Zoning Administrator" for the approval signature and date of approval. Also include the statement that "This site plan is valid for a period of five years from date of approval." 2) Location map (scale 1:2000). 3) The location and dimensions of all required setbacks. State both the required and the provided setbacks. Required are: front - 35'; rear and side - 0' 4) Location of sidewalks and pedestrian way. A sidewalk should be provided along the eastern edge of the parking lot. 5) Location, height, and specifications of outdoor lighting fixtures. 6) Building heights, maximum and provided. Please revise your site plan to address the above comments, and the comments provided to you by the review agencies. 107 girth Kent Street - Winchester, Virginia 22601-5000 U Children's Services Site Plan Review Page 2 November 7, 1997 You will also need to provide this office with the approved comment sheets from all required review agencies, as discussed during the Technical Review Committee (TRC). The required review agencies include: Inspections Department, County Engineer, and the Planning Department. Once all comments have been addressed, please resubmit one copy of the revised site plan to this department for final review. If the revised site plan satisfies all agency comments, we will request five copies of the final site plan and recommend the site plan for. approval. Please contact me if I may answer any questions regarding this letter. Sincerely, Eric R. Lawrence Planner II ERL/bah U:\ERIC\COMhIOMSITEPLAMCHILDSER.REV T 7Z5� IAl 725 ac qA- IIw , 0 I 040-9� CRz- • • If 4 r i 0 GREENWAY ENGINEERING Isl Windyllill lane i Winchester, Virginia 22602 1 Founded in 1971 TRANSMITTAL TO: 15- 10A ATT; GFMARK4- F-1 Uraent For vour review Date 10 7 FROM: 6-C ZL-0�-z 6 -S GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Va. 22602 Phone 540-662-4185 Fax Phone 540-722-9528 ❑ Reply ASAP ❑ Please Comment Z128 c OFDeTd �� I? �• c, Engineers Surveyors Telephone 5,10-662-4185 PAX 5,10-722-9528 Children' Services Stormwater Analysis Background Children's Services of Virginia, Inc. is located on Airport Road in the Shawnee District of Frederick County. There is an approved site plan dated October 20, 1994 on file with Frederick County. Our client has developed the site according to the site plan design and now wishes to place a 2,066 sf addition onto eastern side of their existing 2,730 sf building. Our client has met with County agencies and VDOT and has told us that the Planning Department's only concern is the issue of stormwater management. Method This stormwater mangement plan will account for the existing, proposed, and future structures shown on the site plan. We have approached the site as if it were still totally undeveloped and reduced the ten year post -developed runoff to the two year predeveloped conditions. Calcuations Predeveloped Al = 0.4 acres (conditions before development in 1994) C1 = 0.35 (Grass on shale ground) Te = 10 minutes i2 = 4.1 in/,, Q2 = 0.57 cfs Post -developed Al = 0.4 acres C1 = 0.9 (Buildings, pavement, patios, and sidewalks) TC = 10 minutes i10 = 5.5 in/hr Qio = 1.98 cfs Increased rate in runoff is 1.98 - 0.57 = 1.41 cfs Drainage Basin = 4.8 acres Al = 0.4 acres C1 = 0.9 (Buildings, pavement, patios, and sidewalks) A2 = 4.4 acres C2 = 0.35 (Undeveloped) TC = 10 minutes i10 = 5.5 a"/hr Q10 = 10.45 cfs Stormwater runoff rate must be at or below (10.45-1.41) = 9.04 cfs. The stormwater runoff through the proposed basin with a two foot weir equals 8.65 cfs will meet County requirements. r • Rational Formula ---------------- Area Number 1 2 --------------- Weighted Totals: C Area (ac) CA 0.900 0.400 0.360 0.350 4.400 1.540 0.396 4.800 1.900 Time of concentration= 10 min Intensity Peak Flow ( in/hr ) ( cf s ) ------------------ 5.50 10.45 Hydrograph Time of concentration =10.0 min Storm duration =10.0 min Time Q (min) (cfs) 0.0 0.00 2.0 2.09 4.0 4.18 6.0 6.27 8.0 8.36 10.0 10.45 12.0 9.20 14.0 7.95 16.0 6.70 18.0 5.44 20.0 4.19 22.0 2.94 24.0 1.69 26.0 0.44 • • 10yr Routed ** DATE: 10/27/1997* ****************************************************************************** (Types: 1:Weir; 2:Pipe; 3:Riser) Structure 1 1: Type 1: Weir Weir: 2: Elevation (ft) 724.10 3: Length (ft) 3.00 4: Coefficient 3.33 Riser: 5: Elevation (ft) 0.00 6: Inlet Area (sf) 0.00 7: Inlet Perimeter (ft) 0.00 8: Orifice Elevation (ft) 0.00 9: Orifice Diameter (in) 0.00 10: Orifice Elevation (ft) 0.00 11: Orifice Diameter (in) 0.00 12: Orifice Elevation (ft) 0.00 13: Orifice Diameter (in) 0.00 Pipe: 14: Invert Elevation (ft) 0.00 15: Diameter (in) 0.00 16: Orifice Diameter (in) 0.00 17: Length (ft) 0.00 18: Manning's n 0.000 19: Slope (ft/ft) 0.000 20: Entrance Loss Coefficient 0.0 Surface: 21: Initial Elevation (ft) 724.10 Storage Pond Characteristics: Section Elevation Area (ft) (sq ft) ----- 1 724.10 0.00 2 724.50 750.00 3 725.00 3240.00 Control: RW = Riser acting as a weir RO = Riser acting as an orifice PI = Horizontal pipe in inlet control PO = Horizontal pipe in outlet control Time Inflow Weir Total Elev Storage (min) (cfs) (cfs) (cfs) (ft) (cu ft) ----------------------------------------------------- 0.0 0.00 0.0 0.00 724.10 0.00 2.0 2.09 1.3 1.35 724.36 52.38 4.0 4.18 2.8 2.76 724.52 174.18 6.0 6.27 4.3 4.34 724.67 371.26 8.0 8.36 6.1 6.08 724.82 651.38 10.0 10.45 7.7 7.72 724.94 971.99 12.0 9.20 8.6 8.65 725.01 1,174.27 14.0 7.95 8.6 8.58 725.00 1,158.62 16.0 6.70 8.0 8.02 724.96 1,036.19 18.0 5.44 7.1 7.10 724.90 844.60 20.0 4.19 5.9 5.92 724.81 622.31 22.0 2.94 4.7 4.67 724.70 418.22 24.0 1.69 3.2 3.24 724.57 226.95 • 0 Children' Services Stormwater Analysis Background Children's Services of Virginia, Inc. is located on Airport Road in the Shawnee District of Frederick County. There is an approved site plan dated October 20, 1994 on file with Frederick County. Our client has developed the site according to the site plan design and now wishes to place a 2,066 sf addition onto eastern side of their existing 2,730 sf building. Our client has met with County agencies and VDOT and has told us that the Planning Department's only concern is the issue of stormwater management. Method This stormwater mangement plan will account for the existing, proposed, and future structures shown on the site plan. We have approached the site as if it were still totally undeveloped and reduced the ten year post -developed runoff to the two year predeveloped conditions. Calcuations Predeveloped Al = 0.4 acres (conditions before development in 1994) C i = 0.35 (Grass on shale ground) TC = 10 minutes i2 = 4.1 in/hr Q2 = 0.57 cfs Post -developed Al = 0.4 acres C 1 = 0.9 (Buildings, pavement, patios, and sidewalks) TC = 10 minutes i10 = 5.5 in/,, Q10 = 1.98 cfs Increased rate in runoff is 1.98 - 0.57 = 1.41 cfs Drainage Basin = 4.8 acres Al = 0.4 acres C 1 = 0.9 (Buildings, pavement, patios, and sidewalks) A2 = 4.4 acres C2 = 0.35 (Undeveloped) TC = 10 minutes i10 = 5.5 in/hr Q10 = 10.45 cfs Stormwater runoff rate must be at or below (10.45-1.41) = 9.04 cfs. The stormwater runoff through the proposed basin with a two foot weir equals 8.65 cfs will meet County requirements. • Rational Formula ---------------- Area Number 1 2 --------------- Weighted Totals: C Area (ac) 0.900 0.400 0.350 4.400 0.396 4.800 Time of concentration= 10 min Intensity Peak Flow ( in/hr ) ( cf s ) ------------------ 5.50 10.45 Hydrograph Time of concentration =10.0 min Storm duration =10.0 min Time Q (min) (cfs) 0.0 0.00 2.0 2.09 4.0 4.18 6.0 6.27 8.0 8.36 10.0 10.45 12.0 9.20 14.0 7.95 16.0 6.70 18.0 5.44 20.0 4.19 22.0 2.94 24.0 1.69 26.0 0.44 CA 0.360 1.540 1.900 op 10 r Routed • DATE: 10/27/1997* ****************************************************************************** (Types: 1:Weir; 2:Pipe; 3:Riser) Structure 1 1: Type 1: Weir Weir: 2: Elevation (ft) 724.10 3: Length (ft) 3.00 4: Coefficient 3.33 Riser: 5: Elevation (ft) 0.00 6: Inlet Area (sf) 0.00 7: Inlet Perimeter (ft) 0.00 8: Orifice Elevation (ft) 0.00 9: Orifice Diameter (in) 0.00 10: Orifice Elevation (ft) 0.00 11: Orifice Diameter (in) 0.00 12: Orifice Elevation (ft) 0.00 13: Orifice Diameter (in) 0.00 Pipe: 14: Invert Elevation (ft) 0.00 15: Diameter (in) 0.00 16: Orifice Diameter (in) 0.00 17: Length (ft) 0.00 18: Manning's n 0.000 19: Slope (ft/ft) 0.000 20: Entrance Loss Coefficient 0.0 Surface: 21: Initial Elevation (ft) 724.10 Storage Pond Characteristics: Section Elevation Area (ft) (sq ft) _ -1^ 724.10 0.00 2 724.50 750.00 3 725.00 3240.00 Control: RW = Riser acting as a weir RO = Riser acting as an orifice PI = Horizontal pipe in inlet control PO = Horizontal pipe in outlet control Time Inflow Weir Total Elev Storage (min)---(cfs)---(cfs)_--_--(cfs)-_--(ft)------(cu-ft) 0.0 0.00 0.0 0.00 724.10 0.00 2.0 2.09 1.3 1.35 724.36 52.38 4.0 4.18 2.8 2.76 724.52 174.18 6.0 6.27 4.3 4.34 724.67 371.26 8.0 8.36 6.1 6.08 724.82 651.38 10.0 10.45 7.7 7.72 724.94 971.99 12.0 9.20 8.6 8.65 725.01 1,174.27 14.0 7.95 8.6 8.58 725.00 1,158.62 16.0 6.70 8.0 8.02 724.96 1,036.19 18.0 5.44 7.1 7.10 724.90 844.60 20.0 4.19 5.9 5.92 724.81 622.31 22.0 2.94 4.7 4.67 724.70 418.22 24.0 1.69 3.2 3.24 724.57 226.95 SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted prior to the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. Virginia Department of Transportation (VDOT) Frederick County Sanitation Authority /Department of Planning and Development Inspections Department Fredenck County Engineer (Puolic Works) /'O'Fredenck County Fire Marshal Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) County Health Department City of Winchester Town of Stephens City Town of Middletown Airport Authority Sod & Water Conservation Distnct Request for Street Name S RO ET IF-MaXeJaMEM The following information must be included on your site plan. If your site plan is incomplete or is missing information, it will not be reviewed and returned to you for revisions. Administrative Information Y N 1. Name of proposed development. 2. Name, address, and phone number of owner. 3. Name, address, and phone number of developer. 4. Name, address, and phone number of designer. 5. Certificate of surveyor, engineer, or architect. 6. Date plan prepared and date of revisions. 7. A listing of all conditions placed on the site as a result of a / conditional use permit or conditional zoning approval. labeled "Approved by Zoning Administrator" for the ✓/ 8. A space the approval signature and date of approval. _ 9. A description of setbacks or conditions placed on the site as a result of a variance approval. (Reference the variance application number.) General Site Information Y N 10. Location map (scale 1:2000) 11. Magisterial District / 12. Scale of site plan (not to exceed 1:50) 13. North Arrow 14. Zoning of site 15. Use, zoning, and Property Identification Number (PIN#) of all adjoining properties. This includes properties located across right- of-ways, streams, and railroad tracks. 16. Surveyed boundaries for all lots and parcels. 9 General Site (con't) N 17. Acreage of all lots included in the plan. / 18. The location and dimensions of all required setbacks and yard areas. 1 19. The location and type of all dwelling units. r AA 20. Location and description of all recreation facilities. 21. Location of sidewalks and pedestrian ways. >Uf� 22. Location and area of common open space. LLB-- 23. The location, height, and dimensions of all.signs. J 24. Location, height, and specifications of outdoor lighting fixtures. /`gyp 25. Location and nature of outdoor storage areas. 26. Location of outdoor trash receptacles and dimensions of structure (fencing, etc.) required to enclose receptacles. Building Information Y N JL 27. The height of all buildings and structures. 28. Location of all buildings, structures and uses. t/ 29. The proposed use of each building, structure and area. 30. Ground floor area and total floor area of all buildings with FAR calculations for commercial and industrial zoning districts. Roads Y N 31. Name and number of existing and planned streets on and adjoining the site. 32. Location of existing and planned streets on and adjoining the site. 33. Posted speed limit of existing adjacent roads. 34. Location and dimensions of all proposed entrances from public right-of-ways. 35. Location of all entrances on adjoining roads within 200 feet of the / proposed or existing entrance. 36. Dimensions, boundaries, width, pavement, and construction of planned roads. H Utilities Y N .Par"king Y N Natural Features Y N 37. Location of all utilities, including sewer and water lines with the size of lines, mains, and laterals. 38. Location and width of all easements, including access, utility, and drainage easements. 39. Location and nature of fire lanes, fire hydrants, and all other facilities necessary to meet Fire Code requirements. 40. Calculations describing the required number of parking and loading spaces. 41. Location and dimensions of all parking and loading spaces, driveways, parking aisles, curbing and other features to be used. 42. Location and dimension of all disabled parking spaces and ramps. 43. Existing and finished contour lines. 44. Location of steep slopes, woodlands, floodplains, wetlands, sinkholes, and other environmental features. 45. Location of streams and drainage ways. n U n LJ .!• klers• !• 46. Landscaping plan describing location and types of plants to be used. 47. Location of required buffers and screening with cross sections or profiles. • •! -!• • !!'!WO •l Me 48. A stormwater management plan with run off calculations and location and description of facilities to be used. 49. Soil erosion and sedimentation control plan describing the location and methods to be used to minimize erosion and sedimentation during development.