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HomeMy WebLinkAboutSUB202100128 Plan - Revision 2021-12-06TH SITE INFORMATION TAX MAP PARCEL, ZONING, AND OWNER INFO: TOTAL AREA: 22.92 ACRES LIMITS OF DISTURBANCE: 4.88 ACRES OVERLAY DISTRICT: ENTRANCE CORRIDOR MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF BOUNDARY AND TOPOGRAPHY: BOUNDARY WILLIAM S ROUDABUSH, JR. 1974 ROUDABUSH, GALE, & ASSOCIATES, INC 2003 ROUDABUSH, GALE, & ASSOCIATES, INC 2015 BENCHMARKS (SPOT ELEVATION) AT THE INTX OF HICKORY & BITTERNUT ELEV=451.0 SOUTHWOOD REDEVELOPMENT -VILLAGE 2 09OA1-00-00-001 EO PARCEL AREA: 22.92 ACRES ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) DB 4773 PG. 328 SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHARLOTTESVILLE, VIRGINIA 22903 TOPOGRAPHY LOUISA AERIAL SURVEYS, INC. P.O. BOX 340 MINERAL, VA 23117 DATE OF PHOTOGRAPHY: 03/23/04 DATE OF COMPILATION: 02/02/07 SUPPLEMENTAL TOPO TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540.885.0920 CONTACT: PAUL HUBER, L.S. PAU L. H U B ER@TI M MO NS. COM SURVEY CONDUCTED: MARCH 2O19 HORIZONTAL: NAD83(NA2011) VIRGINIA STATE SOUTH GRID VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS PHASING: PROJECT SHALL BE BUILT IN ONE PHASE. DRAINAGE DISTRICT: MOORES CREEK THE SOUTHERN PORTION OF THE PARCEL 90A1-1 E BOUNDARY FALLS WITHIN THE 100 YEAR FLOODPLAIN (ZONE A PER FEMA MAP NUMBER 51003CO407D, EFFECTIVE 02/04/2005) AND CONTAINS A STREAM BUFFER. IMPERVIOUS AREA EXISTING IMPERVIOUS AREA = 0.00 AC PROPOSED IMPERVIOUS AREA = 2.56 AC BURIAL SITES: NO CEMETERIES FOUND ON SITE. STORMWATER: WATER QUALITY REQUIREMENTS AND FLOW ATTENUATION WILL BE ACHIEVED THROUGH AN ONSITE DETENTION SYSTEM AND OFFSITE NUTRIENT CREDIT PURCHASE. AGRICULTURAUFOREST DISTRICT: NONE PUBLIC RNV: 3.92 AC. OPEN SPACE: 1.11 AC. RESIDUE: 10.47 AC PROPOSED LOTS: 7.42 AC. TOTAL AREA: 22.92 AC ALL PROPOSED STORMWATER MANAGEMENT FACILITIES ARE TO BE OWNED AND MAINTAINED BY A HOME OWNERS ASSOCIATION. ALL NFPA REGULATIONS REGARDING PLACEMENT AND SETBACKS OF UNDERGROUND PROPANE TANKS SHALL BE ADHERED TO. LIGHTING: A RESIDENTIAL -SCALE POLE MOUNTED DUSK TO DAWN LIGHT SHALL BE PROVIDED ON EACH LOT AND SHALL NOT EXCEED 3,000 LUMENS. NOTES: 1. THE STREAM BUFFER(S) HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 2. SIGNS IDENTIFYING THE NAME OF EACH STREET WITHIN THE SUBDIVISION SHALL BE INSTALLED AND MAINTAINED AS PROVIDED IN CHAPTER 7 OF THE CODE. 3. ALL WATER AND SEWER FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. VILLAGE 1 & 2 SITE PLAN TRIP GENERATION WEEKDAY PLAN LAND USE ITE CODE AMOUNT UNITS ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL APARTMENTS/ 220 46 D.U. 341 5 17 22 16 10 26 TOWNHOMES 1 SINGLE 210 34 D.U. 389 8 22 30 23 14 37 FAMILY VILLAGE 1 TOTAL 80 D.U. 730 13 39 52 39 24 63 APARTMENTS/ 220 25 D.U. 185 3 9 12 9 5 14 TOWNHOMES 2 SINGLE 210 22 D.U. 252 5 14 19 15 9 24 FAMILY VILLAGE 2 TOTAL 47 D.U. 437 8 23 31 24 14 38 CUMULATIVE TOTAL 127 D.U. 1167 21 62 83 63 38 101 GNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY APPROVAL DATE SUB202100128 ROAD PLAN ALBEMARLE COUNTY VIRGINIA 7/8/2021 1',eev Y s C,�� Oak I lilt 9''e v"' % Oda �. 3 631 °�es� r� ti m I St K 2 i 631 VICINITY MAP 111=10001 DEVELOPER: SOUTHWOOD CHARLOTTESVILLE LLC 919 WEST MAIN STREET CHAROTTESVILLE, VA 22903 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.00 COVER C0.01 CODE OF DEVELOPMENT PROFFERS & TABLES C1.00 NOTES & DETAILS C1.01 NOTES & DETAILS C1.02 NOTES & DETAILS C1.03 NOTES & DETAILS C2.00 EXISTING CONDITIONS & DEMOLITION PLAN G3.02 EROSION & SEDIMENT GONTROL NOTES & DETAILS C4.00 BLOCKS & OVERALL PLAN C4.01 LAYOUT & UTILITY PLAN C4.02 HOUSING & DENSITY PLAN C4.03 OPEN SPACE PLAN C4.04 GRADING & DRAINAGE PLAN C5.00 ROAD PLAN C5.01 SIGHT DISTANCE PROFILES C6.02 INLET DRAINAGE AREA MAP C7.00 STORM PROFILES C7.01 STORM PROFILES C7.02 STORM PROFILES C7.03 UTILITY PROFILES C7.04 UTILITY PROFILES C8.00 ROAD PROFILES C8.01 ROAD PROFILES 1 1.00 LANDSCAPE PLAN NUMBER OF SHEETS = 23 CLINT W. S F LET Lic. N . 54380 12103/ 2021 �.7 AL w a p DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. (W V J J H� I I W > ^ w I..L J 0< Q 2: W J m > W Q p `L U LU 0 0 0 LU " 0 0 0 2 ,0 V 1 VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT L JOB NO. 47039 SHEET NO. Co.00 PROPOSED BUILDING HEIGHTS BY BLOCK TABLE 5: SETBACK & BUILDING REGULATIONS BY BLOCK .T BLOCKS 3-4 PROPOSED: 35' MAX. BLOCK 5 PROPOSED: 40' MAX. BLOCKS 6-9 PROPOSED: 40' MAX. FLEXIBLE USE STRUCTURES LOT GROSS FLOOR AREA(SF) HEIGHT FRONT SETBACK SIDE SETBACK REAR SETBACK PARKING TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY DENSITY AFFORDABLE MARKET RATE NUMBEROF ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE DENSITYRE) PROVIDED (UNITS/ACRE) AREA (AC.) DWELLING UNIT RANGE REQUIRED DWELLING UNITS PROVIDED(ADU) UNITS PROVIDED (MRU) LOTS PROVIDED GREEN SPACE & 1 0 0.0 7.1 0 0 0 0 2 0 0.0 1.5 0 0 0 0 BUFFER NEIGHBORHOOD 3 3-6 5.3 1.5 4-12 0 0 8 4 3-6 3.0 1.7 5-14 2 3 5 DENSITY URBAN DENSITY SDP202000048 RESIDENTIAL 6-18 5.1 6.8 60-127 44 10 35 VILLAGE 5 NEIGHBORHOOD 6 0-28 0.0 1.3 0-31 0 0 0 7 0-18 9.7 0.7 0-12 0 7 7 MIXED USE/ NEIGHBORHOOD PLACES 8 0-18 4.9 1.2 0-17 3 11 6 NEIGHBORHOOD 3 3-6 6.7 1.5 4-12 10 0 10 4 3-6 6.0 1.7 5-14 1 4 5 DENSITY URBAN DENSITY THIS PLAN RESIDENTIAL 6-18 10.7 6.8 6D-127 6 13 19 VILLAGE 5 NEIGHBORHOOD 6 0-28 10.1 1.3 D-31 6 7 10 MIXED USE/ NEIGHBORHOOD 8 0-18 13.0 1.2 D-17 2 0 2 PLACES 9 0-34 9.0 1.7 D-61 0 15 15 SDP202100006 URBAN DENSITY 10 6-34 13.9 1.9 11-62 16 10 26 11 6-34 8.3 5.7 2D-182 0 45 45 MIXED USE 12 6-34 0.0 3.0 13-102 0 0 0 SDP202100071 URBAN DENSITY MIXED USE 11 6-34 16.9 5.7 20-182 51 0 1 12 6-34 23.5 3.0 13-102 70 0 1 TOTAL 34.0 150-450 1 211 1 125 1 195 PROPOSED: N/A NEIGHBORHOOD CENTER SPECIAL AREA BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) PROPOSED: N/A PARKING REQUIRED AND PROVIDED TOTAL PARKING TOTAL PARKING PARKING SPACE LOTS HOUSING TYPE SPACES SPACES LOCATION REQUIRED PROVIDED 9-21, SINGLE FAMILY DETACHED 40 40 ON -SITE 23-29 5-8 DUPLEXES 8 + 1 GUEST 9 (8) ON -SITE, = 9 (1) ON PARADISE PARK LANE 22 MULTIFAMILY 4-UNIT 8 8 (6) ON -SITE, (2) ON PARADISE PARK LANE (13) GARAGE, (29) ON- SITE, 1 4 TOWNHOMES 42 + 5 GUEST 50 (1) ON HORIZON ROAD, (4) 30-46 = 47 ON PARADISE PARK LANE FLEXIBLE USE STRUCTURE: EACH FLEXIBLE USE STRUCTURE SHALL BE SUBJECT TO THE FOLLOWING: A. NOT MORE THAN ONE (1) FLEXIBLE USE STRUCTURE, ATTACHED OR DETACHED, SHALL BE PERMITTED WITH ANY SINGLE-FAMILY DWELLING. B. THE GROSS FLOOR AREA (GFA) DEVOTED TO A FLEXIBLE USE STRUCTURE SHALL HAVE A MINIMUM GFA OF 200 SQUARE FEET AND NOT EXCEED 1,000 SQUARE FEET OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. C. THE GFA OF THE FLEXIBLE USE STRUCTURE SHALL NOT BE INCLUDED IN CALCULATING THE GFA OF THE MAIN DWELLING UNIT FOR USES SUCH AS HOME OCCUPATIONS AS PROVIDED IN SECTIONS 5.2 AND 5.2A AND OTHER SIMILAR USES IN THIS CHAPTER WHOSE AREA WITHIN A DWELLING UNIT IS REGULATED. D. MAXIMUM FOOTPRINT AREA OF FLEXIBLE USE STRUCTURES SHALL BE LIMITED TO 1,000 SF OR 50% OF TOTAL GFA OF THE MAIN DWELLING UNIT, WHICHEVER IS GREATER. E. MINIMUM HEIGHT OF FLEXIBLE USE STRUCTURES SHALL BE TO 10 FEET. MAXIMUM HEIGHT SHALL BE LIMITED TO EQUAL OR LESS THAN THAT OF THE MAIN BUILDING. F. ALL FLEXIBLE USE STRUCTURES SHALL BE LOCATED IN THE REAR OR SIDE OF THE LOT. NOTWITHSTANDING ANY OTHER REQUIREMENTS OF THIS CODE OF DEVELOPMENT, FLEXIBLE USE STRUCTURE SETBACKS SHALL BE THE SAME AS FOR THE PRINCIPAL BUILDING WITH WHICH IT SHARES A LOT, EXCEPT FOR THE REAR OR SIDE YARD SETBACK, WHICH SHALL BE A MINIMUM OF (3) THREE FEET. G. A SINGLE-FAMILY DWELLING WHICH ADDS A FLEXIBLE USE STRUCTURE SHALL BE DEEMED TO REMAIN A SINGLE-FAMILY DWELLING AND SHALL BE CONSIDERED ONE (1) DWELLING UNIT FOR PURPOSES OF AREA AND BULK REGULATIONS OF THE DISTRICT IN WHICH SUCH DWELLING IS LOCATED. FLEXIBLE USE STRUCTURE WILL NOT COUNT AGAINST THE OVERALL DWELLING UNIT ALLOWANCES. H. A FLEXIBLE USE STRUCTURE MAY CONTAIN A DWELLING UNIT AND/OR ANY HOME OCCUPATION CLASS B SUBJECT TO SPECIAL USE PERMIT AND HOME OCCUPATION PROCESSES AND REGULATIONS. A FLEXIBLE USE STRUCTURE MAY BE A COMBINATION OF ALLOWED USES, SUBJECT TO PERMITTING PROCESSES AND REGULATIONS. I. A FLEXIBLE USE STRUCTURE REQUIRES ONE (1) DEDICATED PARKING SPACE UNLESS THE FLEXIBLE USE STRUCTURE IS A DWELLING WITH THREE OR MORE BEDROOMS, IN WHICH CASE THE FLEXIBLE USE STRUCTURE WILL REQUIRE TWO (2) PARKING SPACES. HOUSING MIXTURE PLAN BLOCK HOUSINGTYPES Tenure Type AMI Range Affordability Provisions Period Approximate Number (range) Numberprovided SUB201900174& SUB202100019 Number provided SUB202100011 Number provided SUB202100079 Number provided with This Plan TOTAL 1-2 N/A - Open Space Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-20 0 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-40 3 0 0 4 7 3-4 Habitat Town homes Ownership 25%-80'1AMI 40years 0-30 0 0 0 2 2 Habitat Single Family Attached Ownership 25%-80•9AMI 40years 0-15 2 0 0 4 6 Habitat Single Family Detached Ownership 25%-80%AMI 40years 0-10 0 0 0 5 5 Accessory Units Rental 0•0/u-80%AMI 10years 0-5 0 0 0 0 0 Market Rate Single Family Attached Ownership/Rental Unrestricted N/A 0-12 0 0 0 0 0 Market Rate Single Family Detached Ownership/Rental Unrestricted N/A 0-10 20 0 0 7 27 Market Rate Townhomes Ownership/Rental Unrestricted N/A 0-30 8 0 0 13 21 Deeply Discounted Units Rental 0•0/o-30%AMI 10years 0-5 5 0 0 0 5 Habitat Condominium Ownership 20%-80•1AMI 40years 0-20 15 0 0 4 19 5 8 Habitat Townhomes Ownership 25%-WAAMI 40years 0-30 18 0 0 6 24 Habitat Single Family Attached Ownership 25%-80•1AMI 40years 0-15 6 0 0 0 6 Habitat Single Family Detached Ownership 40%-WAAMI 40years 0-10 3 0 0 4 7 Workforce Ownership/Rental 60•1-120%AMI N/A 0-10 0 0 0 0 0 Accessory Units/Carriage Units Rental 0•9-80%AMI 10years 0-5 0 0 0 0 0 Market Apartments Rental Unrestricted N/A 200-225 0 0 0 0 0 Market Townhomes Rental Unrestricted N/A 0-30 0 70 0 0 70 9-12 Habitat Townhomes Ownership 25%-WAAMI 40years 0-30 0 16 0 0 16 Deeply Discounted Units Rental 0•1-30%AMI 10years 0-5 0 0 0 0 0 LIHTC Apartments Rental 30%-WI.AMI I 30years r 80 0 0 121 0 121 NEIGHBORHOOD CENTER SPECIAL AREA REQUIREMENT BLOCKS 3-4 BLOCK 5 BLOCKS 6-9 BLOCKS 10-12 (115' MEASURED ON BOTH SIDES FROM HICKORY STREET RIGHT-OF-WAY) BUILDING HEIGHT MIN. NO MIN. NO MIN. NO MIN. 2 STORIES 2 STORIES MAX. 3 STORIES OR 35' 3 STORIES OR 40' 3 STORIES OR 45' 4 STORIES OR 45' 4 STORIES OR 50' FRONT SETBACK FRONTS SHALL ORIENT TOWARDS HICKORY MIN. 5' 5' 5' 5' 10, MAX. 25' 25' 25' 18'A 28'A STEPBACKu MIN. N/A N/A 15'E 15'E 15'E AT BUILDING HEIGHT OF 40' 40' 3 STORIES OR 45' SIDE SETBACK MIN. 3' 3' 5' 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. NO MAX. REAR SETBACK BLOCKS 6-8: NO MIN. / NO MAX. MIN. NO MIN. 5' BLOCK 9: 5' MIN. / NO MAX. 5' NO MIN. MAX. NO MAX. NO MAX. NO MAX. NO MAX. TRAIL BUFFER SETBACKS MIN. N/A N/A BLOCKS 6-8: N/A 20' MIN. O' MIN. BLOCK 9: 20' MIN/NO MAX. MAX. NO MAX. NO MAX. GARAGE SETBACKc TO COMPLY WITH TO COMPLY WITH BLOCKS 6-8: TO COMPLY WITH 4.19C / NO MAX. FRAMEWORK STREET FACING GARAGE OPENINGS AND/OR FRONT ACCESS MIN./MAX. 4.19c / NO MAX 4.19c / NO MAX BLOCK 9: FRAMEWORK STREET FACING GARAGE GARAGE DOORS ARE NOT ALLOWED IN THESE BLOCKS -ALL OPENINGS AND/OR GARAGE DOORS ARE NOT GARAGE ACCESS MUST BE SIDE LOADED, RELEGATED TO THE ALLOWED IN THESE BLOCKS. ALL GARAGE REAR OF THE BUILDING, OR ACCESSED FROM A ACCESS MUST BE SIDE LOADED OR RELEGATED NON -FRAMEWORK STREET OR ALLEY. TO THE REAR OF THE BUILDING, OR ACCESSED FROM A NON -FRAMEWORK STREET OR ALLEY. MAX. PORCH & DECK 4' 4' 4' 4' 9' ENCROACHMENT MAX. EAVE & OVERHANG 2' 2' 3' 3' 3' ENCROACHMENT SINGLE BUILDING 3,000 SF 3,000 SF 10,000 SF 20,000 SF 20,000 SF -PRINT MAX. NON-RES. STREET FACING BUILDING LENGTH MIN. NO MIN. NO MIN. NO MIN. NO MIN. 50' MAX. 200' 200' 200' 200' 275' MIN. AIR PASSAGE WIDTH 10, 10, 10, 10, 10, A UP TO AN ADDITIONAL 22' OF FRONT SETBACK MAY BE PROVIDED FOR NON-RESIDENTIAL AND MIXED -USE BUILDINGS FOR USE AS A FRONT PATIO OR COURTYARD AND SHALL NOT EXCEED 25% OF THE LENGTH OF THE FRONT FACADE. B IN BLOCK 11, FOR BUILDINGS OVER TWO (2) STORIES ADJACENT TO THE TRAIL BUFFER, PARKING AND OR DRIVE AISLES SHALL BE BETWEEN THE BUILDING AND THE TRAIL BUFFER. C THE WALL PLANE OF ALL STREET FACING GARAGES MUST BE SET BACK A MINIMUM DISTANCE OF THREE FEET (T) FROM THE PRIMARY STREET FACING BUILDING FACADE OR FROM THE FRONT PORCH. c A STEPBACK IS NOT REQUIRED FOR BUILDINGS WITH A FRONT SETBACK OF AT LEAST 15'. E STEPBACKS APPLY TO NON-RESIDENTIAL AND MULTIFAMILY RESIDENTIAL BUILDINGS ONLY. F COOPS, OTHER AGRICULTURAL USE STRUCTURES, AND OTHER ACCESSORY BUILDINGS EXCEPT FOR FLEXIBLE USE STRUCTURES AND ACCESSORY APARTMENTS MUST MEET ACCESSORY STRUCTURE SETBACKS (4.11.2). o FLEXIBLE USE STRUCTURES AS DEFINED IN THE CODE OF DEVELOPMENT HAVE THE SAME MINIMUM SETBACKS AS THE PRINCIPAL BUILDINGS WITH WHICH THEY SHARE A LOT EXCEPT FOR REAR AND SIDE SETBACKS, WHICH SHALL BE A MINIMUM OF 3'. Original Proffers I X Amendment PROFFER STATEMENT ZMA No. 2018-003 Tax Map and Parcel Number(s): 09000-W00-001A0, 090A1-00-00-001E0, 07600-00-00-051AO Owner(s) of Record: SOUTHWOOD CHARLOTTESVILLE, LLC Date of Proffer Signature: _August 2, 2019 33.96 acres; TMP 90-1A (7.94 acres), TMP 76-51A (1.23 acres) to be rezoned from R-2 to NMt) and TMP 90A1-lE (23.33 acres) which is to be rezoned from NMD to NMD. Southwood Charlottesville LLC, is the owner (the "Owner") of Tax Map and Parcel Number 09000-00-00- 001 AO, 090A1-00-00-MlEO, 07600-00-00-051AO (the "Property") which is the subject of rezoning application ZMA No. 2018-003, a project known as "Southwood Phase 1" (the "Project). Pursuant to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. Tlntmonditions are voluntarily proffered as a part of the requested rezoning and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proffer statements approved by the Board of Supervisors in connection with ZMA 2005-00017. 1. Removal of Proffers and Amendment of Code of Development for Biscuit Run ZMA 2005-00017 included on Tax May Parcel 090A1-00-00-OOIE0. All existing proffers associated with the Code of Development, applications, and Application Plan for ZMA 2005-00017 relating to Tax Map Parce1090A1- 00-00-001EO are hereby removed and superseded by these proffers. Tax Map parcel 090Al-00-00-OOlEO (along with parcels 09000-00-00-OOlAO and 07600-00-0051AO) shall comply with the application plan and the Code of Development, entitled, "Southwood Phase I, A Neighborhood Model District," dated February 20, 2018, last revised July 29, 2019. 2. Trails, Parks, Civic Spaces. a. Greenway Connections to Potential Adi acent County Parkland. At any time from approval of this rezoning application until the final certificate of occupancy is granted for Phase I, upon written request by Albemarle County, the Owner shall dedicate to the County, at no cost to the County and within six (6) months of the aforementioned written request, an easement, deed property within the 8.0 acre green space described in paragraph 2(b) to the County, and/or enter into an agreement with the County to provide a public trail connection between the Trail described in paragraph 2(b) below and any trail constructed by the County on abutting County property, TMP 09000-00-00-00500. The land under easement, associated trail connection, associated signage, and any associated structures shall be maintained in perpetuity by Albemarle County. b. Trail Network. The Owner shall establish a trail on the Property ("the Trail"), consistent with the County's design standards for a Class B type 1 primitive nature trail, within the 8.0 acre green space and amenity area shown and described as Block 1 on pages 5 and 7 of the Code of Development. The general location of the Trail is shown on the Application Plan on page 8 of the Code of Development; however exact trail locations shall be determined by the Owner based on site conditions and the then -current uses of the green space and amenity area and in coordination with the County. Installation of the Trail shall commence concurrently with the site work for Blocks 3-8 and the entire Trail shall be substantially completed prior to issuance of the one hundredth (I OO'h) Permit for a dwelling within Blocks 3-8. The Trail shall be maintained by a property owners association established for Southwood. The public trail connection between the Trail and a potential, adjacent County trail network mentioned in paragraph 1(a) shall be maintained by the County as described in section 2a above. c. Owner shall provide a pedestrian connection between the northern terminus of the trail within Block 2 to the existing natural trail along the northern edge of the Southwood Trailer Park. The trail may be provided as an enhanced sidewalk (minimum ten (10) foot wide) along the Phase 1 streets, a Class B type 2 pedestrian trail around the perimeter of Block 12, or, subject to agreement of VDOT and adjacent property owner, as a Class B type 2 pedestrian trail within the ROW along Old Lynchburg Road, to the public road reservation through TMP 76-51. The pedestrian improvements shall be constructed prior to the issuance of the 300th Certificate of Occupancy in Phase 1. SOUTHWOOD CHARLOTTESVILLE, LLC, a Virginia limit 1 ity cemPan By: Dan Rose Zweig, Manager CLINT W. � 2 SIUFFLET ti Lie. N . S4JS0 i G 12103/ 2021 N Z O E E F 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. N W J J w rm" J / co 06 Lu LLJ L.L > LL w pQ LLJ J m z w a W }O LL w z C)=)o O J w u Lu W 0 LL O° o 0 o `2 1 O U) JOB NO. 47039 SHEET NO. C0.01 L LEGEND GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD ACSA GENERAL WATER &SEWER CONDITIONS INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). SEPTEMBER 3, 2020 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT LINES AND STRUCTURES, AS NECESSARY. STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. SUBGRADE. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. WAY. (N/A) 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE THE LINE. OF ROAD. (N/A) 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE SLOPE OF 0.004 ft./ft. JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al17.1-03. INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. CONTRACTOR. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION THE END OF THE DAY DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. Albemarle County As -built Road Plan Policy As -built drawings shall be prepared for all public and private roadway construction projects within Albemarle County. The following is a list of the minimum information required on the drawings. Additional information may be requested. The County only reviews private road as -built plans. The county does not review or approve public road as-builts. For questions regarding public roads, please consult with VDOT. 1. A signed and dated professional seal of the preparing engineer or surveyor. 2. The name and address of the firm and individual preparing the drawings on the title sheet. 3. "As -built" must be labeled on the drawings with the date of preparation or revision. 4. The constructed location of all items associated with the road construction must be shown. The items include, but are not limited to the following: a. Horizontal Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between the design elevation and as -built by labels and line type. Measurements shall be at each station as a minimum, and at frequent enough intervals to accurately portray the as -built centerline, and the position of the roadway within the right-of-way or easement. Any portions outside the right-of-way or easement must be corrected by plat or construction. b. Vertical Alignment - Show and label measurement points, and an interpreted line between measurements. Show the as -built centerline over the design centerline. Distinguish between them by labels and line type. Write the constructed vertical elevations adjacent to the design elevations. Distinguish between the elevations by striking a single line through the design elevation. Measurements shall be at each station as a minimum, and frequent enough intervals to accurately portray the as -built centerline. For alignments which deviate significantly from the design, provide curvature and sight - distances. Corrections may be required for alterations from the design alignment. b. Edge of Pavement - Display the constructed edges of pavement and width measurements at every station, or more frequently if necessary to accurately portray the as -built edges. Show the as -built edges over the design edges. Show and label constructed edge of pavement radii for all intersections and cul- de-sacs. Edges for sidewalk, as well as ramps and curb cuts must be included. c. Culverts, Pipes and Drainage Structures - Display the installed type of drainage structure, culvert/pipe size, material, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. For slopes flatter than design, or inverts shallower than design, provide computations verifying design standards. d. Ditch Lines - Display the constructed location of all ditch lines, including typical section, direction of flow, and linings. e. Drainage Easements - Show all platted easements with dead book references labeled. Drainage must be within platted right-of-way or drainage easements. Provide copies of recorded documents. e. Guardrail - Display the constructed location of guardrail, including the guardrail type, length and applied end treatments, compared to design. f. Right of way and associated easements - Label deed book and page numbers for all dedicated right- of-ways, sight easements, slope easements, etc., and provide copies of recorded documents. g. Pavement Designs - Label the as -built pavement and base on the design typical sections. Strike through any design elements which were not applied. Inspection reports are required for fill compaction, CBR's, and pavement applications. h. Street Trees - if street trees are on the design plan, provide design and as -built locations and species. i. Signs - Show all installed signs and pavement markings. Include any pedestals or other features. Albemarle County Public Road Acceptance Procedure The processing, inspection and acceptance of public roads is administered solely by VDOT. The County is not involved in this process until the road is ready for acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. The following items are required to be submitted for bond releases to be considered: 1. Bond Inspection Request and fee A form and fee are required for each bond, such as for a project with multiple phases and bonds. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of- way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final punchlist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be fisted. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. SEWER AND FIRE LINES IDENTIFIED BUT NOT WATER LINES. 35. RETAINING WALLS GREATER THAN TIN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT (540)562-3580 (EXT. 131). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) A COUNTY OF ALBEMARLE Department of Community Development Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding. including underdrains. 2. Video Pipe Inspection for an pipes which are not accessible or viewable. P YPP 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated and for drainage to the facilities. g P g . g 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect therequirements of P ( ) P Y Y the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TH CLINT W. S F LET Lic 1380 12103/ 2021 M E 0 0 u N � N 0 > E W v E H_ w w 3 Q a p o 3 W - W 0 `6 0 W L M Qom_ Voo W J -N M 0LU N V w � 30'x LL � Q v = N N Fva� EO10 N W M a� W J �� CL O ce 0 AL F 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N.A. W (W V J J H\� LU > J_ a w Q � I_ 0 a W J m 0 W a 06 > O U) LU W z I- 0 O Z U 0. 0 0 0 2 ,0 V 1 JOB NO. 47039 SHEET NO. C 1.00 L L= A R1-1 STOP 'Reduce spacing 40% A B C D E IF 18 .375 6 6 C 3 7.75 24 .625 8 8 C 4 10 30 .75 10 10 C 5 12B 36 .875 12 12 C 6 15 48 1.25 16 16 C 8 20 COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL NO Scale ROAD CROSS SECTION HORIZON ROAD (25 MPH DESIGN SPEED) C/L ...........:..................... .......... w w w w w w w w w -: w w -_-w w w w w w w w w-• r-�_s=..._su • WAD • 1. • 1. NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. HORIZON ROAD CROSS SECTION No Scale ROAD CROSS SECTION PARADISE PARK LANE &ttv�_,Oe(25 MPH DESIGN SPEED) C/L SXq!` � fffYi511 � : : :-1. >•T :T :T �T �T �T �T �T �T �T �T� '• � : � : : �'-� .. ., y � • 1. . NOTE: ROAD CROSS SECTION COMPLIES WITH AGGREGATE SHALL EXTEND VDOT SSAR DESIGN STANDARDS. 1' BEYOND THE BACK OF CURB (TYP.) PARKING ALLOWED ON ONE SIDE OF THE ROAD. PARADISE PARK LANE CROSS SECTION No Scale POST RAILS CONCRETE FOOTING NOTES: " 3,000 PSI @ 28 DAYS - ALL LUMBER TO BE PRESSURE TREATED - ALL FASTENERS TO BE GALVANIZED 4" VDOT#57 STONE �12" MIN. THREE -BOARD FENCE DETAIL No Scale CO-1 cvr M•Oc PAVEMENT SUBBASE SUBBASE FLL UBGRADE COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIAL) TRENCH PLACEMENT F PAVEMENT SURFACE & BASE 0 0 0 0 0 0 0 -o- SUBBASE -o o0ooF-SECT MATERIATYPEIORIo-oo-oo / ••••• Ir &57 AGGREGATE, N8 AGGREGATE OR CRUSHED cy/ I ,1_^11I GLASS MEETING R8 GRADATION REQUIREMENTS. PLAN VIEW ICI GEOTEXTE E DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE &BASE o F SUBBASE OR CEMENT STABILIZED SUBBASE o-o-o 000000 000000000o FSELECT MATERIAL TYPEII OR SUBGRADE (CEMENT OR LIME STABILIZED) ••••••• N57 AGGREGATE, &8 AGGREGATE OR CRUSHED GEONOTTXT GLASS MEETING N8 GRADATION REQUIREMENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED, COMBINATION LINDERMAN WILL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGNY HAD TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LONE PAVEMENT AND SHALL BE PLACED N A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN.(3 X DESIRABLE) GRADE. CRUSHING STRENGTH TYPE OF PIPE MW.T. 4" NON. DIAMETER 3EW.T. 6" NOM NAMETER SMOOTH WALL PVCI .D3 1 10.1531 SMOOTH WALL PE 70 PSI )00( 1 1 70 PSI AMA 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERMANS, THEY ARE TO BE LOCATED SO AS TO GRIM INTO DROP INLETS N MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH B TO BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF V-O" ABOVE INVERT ELEVATION OF RECEIVING MANAGE DITN OR STRUCTURE. N WALL THICKNESS (MIN) - INCHES 7. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WTTHN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAE CRUSHING STRENGTH AS THE OUTLET PIPE. N M M TESTED ACCORDING TO ASTM D-2412 AT 5 X DEFLECTION. 8. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-120R OTHER DRAINAGE STRUCTURE. xv=r STANDARD COMBINATION UNDERDRAIN SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVBON DATE (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 CD-2 PL _A -LIMITS OF PAY FOR COMBINATION UNDERDRAIN CD-2 ON FILLS CENTER LINE SECTION (WITH TYPE 1SELECT MATERIQ) TRENCH PLACEMENT F-PAVEMENT SURFACE & BASE SUBBASE - o-o-o-o-o-o-o-o-o-o-o-o- �-SELECT MATERIAL TYPE IORHE 11 J 057 AGGREGATE, &8 AGGREGATE OR CRUSHED GEO •j r GLASS MEETING 48 GRADATION REQUIREMENTS. FDR �1���' II OR F PAVEMENT SURFACE & BASE SUBBASE N CEMENT STABILIZED SUBBASE TOP OF I EDGE OF PAVEMENT M •M�y�' TRAVEL LASS -1-- -- j-i- -------�-- -I EDGE OF PAVEMENT 0. SHOULDER UK k �I TOE OF FILL / LINTS OF PAY FOR OUTLET PIPE PLAN VIEW SHOWING PLACEMENT OF CD-2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF PIPE CRUSHING STRENGTH i( W.T. " NOM. DIAMETER *W7, 8" NON. DVIIETER SMOOTH WALL PVC ,OS 0.153 SMOOTH WALL RE 70 P51 *** ]0 P9 )fN* E- SELECT MATERIAL TYPE II N SUBGRADE * WAML TIiCI0ES5 INN) - INCHES -o-o-o o-o-00000- (CEMENT OR LIME STABILIZED) )00(TESTED ACOORENG TO ASTM D-2412 AT 52 DEFLECTION. &57 AGGREGA N8 AGGREGATE OR CRUSHED GEOTEXTLE GLASS MEETING 88 GRADATION REQUIREMENTS. DRAINAGE GENERAL NOTES 1. TRENCH SHAH BE FILLED WITH AGGREGATE AND THROUGHLY HAIR TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEGIN AT THE EDGE OF TEE TRAVEL LANE PAVEMENT AND 6")(6" POST SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (M X� DESIRABLE) GRADE. @ 6' O. J G. i BRDGE AM 3. ON CURB AND GUTTER SECTIONS, WHERE TT ISIM POSSIBLE TO OTHERWISE PROVIDE 2"x" RAILS -2 OUTLETS FOR UNDERDRANS, THEY ARE TO BE LOCATED SO AS TO GRAN INTO DROP CD-2 INLETS OR MANHOLES. 5'-0" UA1BASE MATERIAL ENN228 16"" MILDEPH) 4. ON SUPERELEVATED SECTIONS, TRENCH IS 70 BE UNDER ENTIRE PAVEMENT AREA WITH OUTLET PIPE ON LOW SIDE ONLY. 5. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH N STRUCTURE. PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WTIHN PAY LIMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7. OUTLET PIPE TO BE SECURELY CONNECTED TO E'H-12OR OTHER DRAINAGE STRUCTURE. SPECIFICATION STANDARD COMBINATION UNDERDRAIN �v�T REFERENCE ROAD AND BRIDGE STANDARDS 232 (AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE 1 SHEET 1 OF 1 501 701 VIRGINIA DEPARTMENT OF TRANSPORTATION 108.05 CG-6 NOTES) 1. THIS ITEM MAY BE PRECAST OR CAST N RACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET N LESS (ALONG FACE OF CURB) SHAH BE PAD FOR AS RADIAL COMBNATON CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED MANAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SBdLL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-8 IS BASED ON ROADWAY CLASSIFICATION AD R TTHE ROAD EDESI N MD AS ANUAL N THE WN IN APPENDIX ECTION ON GS URBAN STANDARDS. . D • o ♦ ♦ T':p------------- d d d d d ♦ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR FRENCH COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION A STEEL EDGING -III-III= _ _ _ _- -1 1 I IIIII I. -1I1= 111E1II III1I I1= IT11I1 -1I1 1 ROT -RESISTANT LANDSCAPE FABRIC - TURN UP AT EDGES STONE DUST PATH SECTION No Scale NON -SLIP BROOM FINISH COMPACTED SUBGRADE - 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C 'ICI III�IIIII Hill ��I,I, IiIli111 iiililili 2" COMPACTED STONE DUST PATH 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. VARIABLE WIDTH' MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE 4" TYPE 21A STONE COVER P. 8 DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION • . ' A• • 1 I�I�I�I�I�I�I COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN ONE LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE QDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale I/z WIDTH OF ENTRANCE �y EXISTING OR PROPOSED EXPANSION JOINT r SIDEWALK OR SIDEWALK SPACE p F F EXPANSION JOINT J E E w E Q d. -CURB,y/1 INCLUDED IN V o rc 9 A ENTRANCE GUTTER UNPAVED SPACE w w D cj 6" FLOW LINE WIDTH OF GUTTER ENTRANCE WIDTH EXPANSION JOINT DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 12' EDGE OF PAVEMENT HALF PLAN L'�J CG-93 LIMITS OF LIMITS OF PEDESTRIAN PEDESTRIAN ACCESS ROUTE Is WIDTH OF I^ ENTRANCE ACCESS ROUTEN 4'-0" MIN, 4'-0" MIN. 4'-0" MIN.` 4' 0" MIN. T R 2' R 4' C' MIN. NON -TRAVERSABLE 5'-0" UNPAVED SPACE SLOPE UNPAVED SPACE PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS RE UIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VOGT RIGHT -OF WAY. ~T-O' e, ® ACCESS ROUTES PROVIDE A CONTINUOUS '•o UNOBSTRUCTED, STABLE, FIRM POND SLIP RESISTANT UNOBSTRUCTED, a e o • 68o A • e PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A •o. o. • o. FACILITY THAT CBE APPROACHED, ENTERED AND USED BY PEDESTRIANS. SECTION F-F lM IF PEDESTRIAN ACCESS ROUTES PRE BEING PROVIDED. A MINIMUM 4' TRAVERSf'lEl LE WIDTH IS REQUIRED WITH A MAX. 27 CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. ROAD AND BRIDGE STANDARDS *0% TO 10% CHANGE PARABOLIC SECTION E-E fi"I� uwZr SIDEWALK SPACE CURVE FACE OF CURB `PALE REVISION DATE SHEET 1 OF 1 201.03 NORMAL GUTTER 129 MAX. SLOPE ®- e. N. .e. N. 7" . �. �. •e CLASS N (H.E.S.) CONC. e eq. eazvY .6 fi. e e e e a o'e 6" AGGR. BASE TYPE I SIZE 210 -SIDOR ® POINT OF GRADE CHANGE AND GUTTEUTTE R ONLY 4 FOR SIDEWALK, CURB AND GUTTER BUILT CONCURRENTLY x * 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND SECTION D-D SECTION C-C 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECFICA71ONSTANDARD ENTRANCE GUTTER REFERENCE "ENCE SDZ FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK REV. 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.02 TH CLINT W. S F LET Lic. N . 5136• 121 O3/ 2021 `r�01 AL ^� E 0 U N � N C > E w a E U w 3 Q U- M. - wO 0 W L M Q� J U 00 J _N NH C, Ce (0LUNV W Z I-= X _j LID LL p Q = (A X C " Fvam c UT i� N w 4 CD w � H (n CL' O x (7 0 F LU w m x Q Z O W CLP 0 U) LU p v) Z O LLI r>-r W U � U O d W ti Lu LU 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLEIT CHECKED BY C. SHIFFLETT SCALE N.A. W J MJM�� 11 I W > J_ LJ.. J O� Q 2: UJI Jw m W O W Uj z F-- C) :D O W ° z 0 O O T� i O Ln L LM JOB NO. 47039 SHEET No. C1.01 WI a �pLTH 67111101 I SIGN AND POST DETAIL No Scale VARIES 4" DIAMETER BRANCH AND VALVE r STD. U POST GALVANIZED POST TO BE DRIVEN J. PLUG VARIES WATER MAIN) RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP T LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF = GRADE ALLOWS VARIES VARIES 2• BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "All) TYPICAL BLOW —OFF ASSEMBLY NTS FIG. W-8 is Z N WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE W GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT It TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE — 8 d\ .. d e. A d.0 d o.. ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18 -2 rVALVE BOX rB�6 CU. FT. 1 STONE -I 6" GATE • • VALVE . A' .. TEE 2500 P.S.I. CONCRETE BASE AND THRUST `:'; ter+ �,`.:;• ° j y. °i �• BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 7 WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 SHAP CONTOUR To 1/Y COUR OF PIPE - TRANSITION BETWEEN PIPE OINAETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SNIPE TO ELEVATION OF MI INT OF LARGEST PIPE. I I I I I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS \ NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PPE 5 ABOVE INVERT OF SLOPE TO DRAIN TO INVERT OF STRUCTURE. OUTIET PIPE t NPI"IOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED / IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHWING AS DETAILED HEREON IS TO CONSST OF A PORTLAND CEMENT CONCRETE MD( CONFORMING TO CLASS A3 OR / O CLASS Cl EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE J AND CONSIST OF STONE BROKEN ORION. UP TO 4 N / CONCRETE OR BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. , • DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED — INDIVDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVIDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.OB VIRGINIA DEPARTMENT OF TRANSPORTATION PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. • ' •4 ••••, •• , SET DOGHOUSE BASE " EXISTING SANITARY ON CONCRETE BLOCKS— SEWER PIPE DOGHOUSE OPENING SHAD. �•,• ' '�. ,•• r.. A' MIN. 12" CLEARANCE BE PREFORMED BY ' ' • ' ' ! • '' •'r ' BETWEEN EXISTING PIPE MANUFACTURER OR •:�' =• • AND STONE BEDDING SAW CUT TO FIT PIPE •'*. • :. • . OUTSIDE DIAMATER ' •". .r.• PLUS 8•. 12" THICK VDOT No. 68 STONE BEDDING B"xB"xt6" AND 4"xB"x16" ` SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) I„ III111111,111111 H11,111111 nl n „ 1,,,1 u n „ 11 „ 111111,11,,,111,111,,,, 11111111,,,1 I I III II fill 11111111„ 11. ,11 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING AROUND EXISTING PIPE BE CONSTRUCTED AS SHOWN /WITH 3,000 PSI CONCRETE ON FIGURE S-1-A OR NON -SHRINKING GROUT • • f .::::. so U� �'T::o ��:�'•, ••:, M -fir . . • • a .,•,•...::y� • • to • • • • • i L • , • • MW L • COVER LIFT NOTCH 12 3/8" r WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 2016 ROAD & BRIDGE STANDARDS FRAME & COVER (SEE FIG. S-1— D,E) SLOPED AREA 1�=>•I EDGE OF EXISING PAVEMENT I I (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1�/, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES MILL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11, INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY HE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. B. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. T. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(0 OF THE SPECIFICATIONS. ROAD ANo BRIDGE rANDMDS ASPHALT PAVEMENT WIDENING �RECFE�ATEN SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC MIS30y02 VIRGINIA DEPARTMENT OF TRANSPORTATION STREET SURFACE OR NON —PAVED AREA 1'—O" MAX RUBBER COATED STEEL r " 3' —0" MIN STEPS CAST IN PLACE PRECAST REINFORCED N' CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'—O" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE VARIES DEPTH OF FLOW FILLETSlooi CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -- — SEWER. • . .., .• 12" A FILLETED INVERT OR A SM00 " / TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S—I—A AIR RELEASE VALVE BRASS OR BRONZE PIPE — SUPPORTS OR CEMENT BLOCKS TD-25 COPPER" SOFT STOP GRADE FRAME & COVER SEE FIG. S-I-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX 2'-0RUBBER COATED STEEL STEPS CAST IN PLACE �- PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3 -0" MIN o THE DROP CONNECTION SHALL BE o DUCTILE IRON PIPE CLASS 50) 5" BACKFlLLED IN 6" LAYERS AND Jj COMPACTED BY HAND TAMPERS OR 12 MIN BACKFlLLED WITH SELF -COMPACTING 18 MAX STONE. S" ° MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VAROUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH " TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE t '? PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S-I-C TD-28 GATE 24' 8"MIN EMBEDMENT SPRING LINE O OF PIPE I H NO, 68 STONE — STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON —TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 REMAINING BACKFILL SHL NOT CONTAIN ROCK MATEALRIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFTLL+ (6" LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFlLLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 GLINT W. S F LET Lic. N . 5136- 12103/ 2021 't�`rl01 AL (n E CD � O N N Q O > E a E W i H_ >' 3 w Q UM o 3 p LL — W 0 0 ^H a _j V W z J — W ID MCID 0 (Jw N� a w M 30 x Q CJ W J ILL. 0 o Q J Ln= vry z O ;z W =�aL ~ °ry > p LU wM U 00 CD 0 E>' � Lu EL M O O Lu x ti (7 � 0 Lu EN w F N Q N z �M O VN DATE > 07108121 O DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. � N am((3 V J I� 0 LI I ce^1 Q V/ > J_ ^ w Q (3 LL < F — 0 a LLI w 0 J w m �( WLL Q W L O LLl LL.I z P- O Z Lu 0 0 0 l0000000 Z) 0 U) JOB NO. 47039 SHEET NO. C1.02 C, 2 0 3 n 90 20 dZ 20 162 2 c (a w a w ,N aC 0 O XB (D 3Z zN 02 2 a 2� I- 6 :_ �3 a dm 2 Y a m X C do g„ m = E `o M o �a 10 a 0 wo m a �N �o o. E ON c E L E jeQ y� �-E ro X�FFIF @ g •� 8. o -an 7 gL a E L vaE. E SEOS of E o Q E 11 6 � GO z.. 2 lU Lk-51 E 60 E ^ N n 13 mE O -r 1N E. 0E �EF 1rDT '�E N �a P6 m i GO n II [V O O L TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN (270) 2' TO 10' 18"-22' ALVE BOX 7 CU. FL #68 STONE 42"MIN ;' 6" GATE •, .I VALVE TEE 9 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. A THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 IIIIIIIIIIIIIII. z Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" 1' MIN f- 1 Al BRANCH 12" q 2e FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE w CONNECTION " BOOT " J o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2R (1/4^ PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE -� SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 M-33 - rurc o"ua a a DMALLLK USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND SIZE A I B I C I D E F 4" - I'-9 2'-3 2'-6' V-2 2'- I 1 4 IF 7- X-0 2'-6' 1' 15 2'-B 1 1/4- II 1/W 10' 7- X-9 2'-6. 2'-0 S-0 Y 14" 3'- 4'-3' 3'-O' 2'-3" S-6' 2" Ie' 3'-8 5'-6' 3'-3' S-0' 4'-8. 2 1/2" 4' - 6 7-B 3'-0 2'-6. 1' 6' V-8" 1 I V e" 3'- 4'-3' 7-B' 2'-W 3'-3" 2' 1/2' 16' S-3• C-o 3'-0 2'-9 X-9 2" 1S" 3'-B' B'-3 3'-0 Y-6" 4'-3 2' in, 5'-0 7'-6 X-3. 4'-0' 5'-e 2 I/T 4' - X-O" 6'-0 S-0. Y-3' 3'-3' 2 Ile 8• S•-6 8'-8 3'-0' 3'-8' Y-91 2 1 4" 48' 10" 4'- i-e 3'-0' 4' 5'- 2 Ile 12' Y-J •'- J'-3' 5'-0 5'-B" 2 I/2" Ifr I 17- 11'- S-•" Y-0 7. .2 1 Ir CHART FOR UPPER VERTICAL BLOCKING 6" B wwm = C"AN r CKNESS 0 FILLET WELD STRAP = 1/4" ST U V4" THICK rPLLATE WASHEF 3" THREAD, iv 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE BARS ®12" IPE B ONCENTER FO 12' BENDS & CONCRETE CLASS "B" LARGER C SEC11ON N21E- BOLTS PTO ANCHOR FACE CENTER OF O F BLOCK CONCRETE BLOCKING FO UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD-4 NOTE: RESTRAINED JOINT FITTINGS Side New 42" Minimum rGalvanized Q teel Beam, in. size) •--� 3' min. penetration Into undisturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TDTD=5 I' COMPRESSION x 3/a• MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' - SOFT COPPER 1'x1'x1' TEE NOTE NO SWEATED nI DUAL SERVICE 1' WE 'K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 1/8 BEND COIINBIR-\ /` / nsc C / FOR EN ON ATTAERMCEL R DUAL FAMILY RESIDENTIAL ON SEERS OR DUAL RESIDENTIAL AND IRRIGATION sERMCEs. *�_2 V COMPRESSION x 3/4" MARE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENINLL SERVICE WHERE AN IRRIGATOR METER IS NOT PROMDED. IRON UD FINISHED GRADE UMETER BOX �CORPORATON SNP / f '� \G+"••) --nmcn As NECESSARY SAND OR DUST UNDER BOX AND SEVER C ) cJ:I'..• 1 4- DIAMETER GRAIN PIPE, 12- LONG STONE POCKET, (2-INCH MINIMUM THICNNEBS) 1•���+�: i;. WET ti �' , 4*r��S`Zif SPEC. 203. NO. 57 AGGREGATE ..uM YK TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 1U-10 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT DF WAY. VARIES 10'ir-"- lo• I 5'1e ._. I I s' I r WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHSI WATER OR SEWER ONLY - BO' MINIMUM WATER & SEWER 30' MINIMUM 1E SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG W-1 ••D FOUNDATION MATERIAL ROCKY FOUNDATION• RA MIN MIN. MIN, ® BEDDING #68 STONE BOTTOMSTABLE SOIL ROCK SCRAPE THE STONES• INSURE THE PIPE DOESN'TON ROCK1 COMPACTTHEN • OR PROVIDE BEDDING FOUNDATION IN POOR SOIL UNDER -CUT CONDIT10N SOIL MIN MIN MIN MIN. FILL AS #68 STONE#68 STONE APPROVED: • 1. NO ROCKS SHALL BE ALLOWED OF 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR • OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON • PIPE INSTALLATION NTS SECTION 1-1 PLUG _ AGA FOR TEE O WIDEN1 ANCHORACCOMMODATE IF REQUIRED. 4G AS IRED :j _=1111@011• SECTION 2-2 PIPE DEGREE BEND DIMENSIONS I VOL TEE AND PLUGS VOL SIZE OF (FEET) W.M. FEE CU.M. BEND L I H I T L T H T 90 2.50 2.50 1 3.D1 0.24 4" & 8• 45 200 L25 280 0.15 200 225 2.50 0.15 221/2 1.50 200 2.52 0.10 111/4 1.50 2.00 2.50 0.10 90 3.60 3.16 3.21 0.48 46 268 280 277 0.28 8" 221/2 1.66 716 289 0.13 3.18 2.91 266 0.32 111/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 295 0.43 3.63 4,00 2.83 Q52 221/2 2.33 2.58 286 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES S)ZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 a �pLTH (I 000 00, CLINT W. S F LET r Lic. N , 54380 12103/ 2021 t't'j01 AL � co M E CD CA O N Vi N 0 > E a E w Q, tj 3 p U. o w 0 D6 UJ F4 O a�ry (D Lu EL 0 M 30V�)x Un w 0 Ln v ry > °n Z Z W x ~ 0 > p LU GO U 00 CD uO H 0 01 a 0 o O 2 ti 0 W F LU H N Q N z ti O V) DATE O 07108121 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE N.A. � N LU V J i-� 0 LI I ceLU z U) > J_ Il w 0QW J m 0 W Q 06 LL L O LIJ W z F- C) =) %O W ° 0 C) z cl� 0 Fee- T� i Z) 10 V / JOB NO. 47039 SHEET NO. C1.03 O N Ti 3 c a 7 9 0 o OI O �Z .2O O C m w C, c m a0 O C O 3 rn Z m O � a F � O 2 n d m 2 Y � m X 0.0 m m m 0 2 N O E C M O 6 a c �a 0a 0 0.2 a � c m m c � o c 0 m TIE c E F_ L I ram+ • . 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W a0 /o — _ °Oo oo° o F �u� u1 �o o �� 412 --_ 413 J o O O O o 0 0 0 ° o —o \ ��� w v W O / °414 '/ = RESIDUE A _ J / o / / — _—= T 720746 SF �.► — -® 00 o w 2 f / /o 7I =TAINING � � � W / \\ LOT 15 I WALL 6539 SF w LOT14 I 0 o / 4012 SF o� o / \ 3788 SF I LOT 12 I LOT 11 I LOT 10 I LOT 9 I LOT 8 LOT 7 I LOT 6 LOT 5 I LOT 4 LOT 3 LOT 2 LOT 1 i / P / I LOT 16 \ I 2615 SF 1528 SF 1537 SF 2122 SF , , - > FL \ / 3523 SF \ I I 2506 SF I 2599 SF I 2680 SF I 2183 SF 2088 SF 1979 SF 1969 SF 1969 SF `I ' I m ^� DATE Esm _ _ 07108121 DRAWN BY - jai I[ni�iiT i■...�-- --- - ����\►�i.��i - - -■� i- � , �iT rai Tui[it ��� .�,J. FOX 5021 Sr DESIGNED BY - 11 1 '1 11 ♦1 :� 11 1 1 11 .• 1 1 C. SHIFFLETT 1 11 ♦\ �..:. CHECKED BY �� ..�.. � � � i�:��` �� o� ■ I Ell ■ ■ mil Mile! ® gym■ �.. �-•_m`���®�a���� ` - /�T�_��®i� .�m�o..®a•. .im®ii®��-� n®.-•moo®nrs-- .. II \ I�� Y�.�+ / "� /--/SCALE NAME SIGN' • 1 ..��+,� 1 1 1 1 1 1 :1 1 1 1 � �. '1 I �� LOT 19 4357 SF LOT 20 MOO ON %Moso 1 1 1 � 1 • 1 • • • 1 1 1 :11 •1 •1 I 1 r • ' • 1 IIF„� 4472 SFs_lax �.�. 1 .1 RESIDUE720746 SFNi, N, STEEP ��♦ 1 SLOPES � 1 LIGHT DUTY ASPHALT 0 •. ° 0 0 0 0 I0 ° ° ° ° o l � 63 / O 00 ' SCALE 1"=100' 0 100' zoo' I 0 ° / $o �\ \ '\ \\\ / I O 0 0 °O I O \\\\ I %°° 00°°° \\�\ 0 I 0 \ /00 /. o I / °O \\ \ / 0 ° °00 ° o / I °o \ �, o° 1 0° �VDOT-SIGHT o I o \ \ ° e° _ DISTANCE 0 I 0 \\ \ \ / ° 0 00 q of I EASEMENT o ° I 1 \ ° \ /° °° I°° 1 °° \ \\ / °° / ^��� / °°° ° \ --- - _ --------- - - - - ----- �914T F O GP _ GP _ O `� OF OHP�/ Ot C �a 2-1 .O / \\ --�----- o \ 0 o T �00BLOCK 2 °O .�Oy ° /�° o� n [�° .BLO(C$u \ o \h c ollo o o 0 0 o ° o / 1 I Z /�1\ \ i P =+-- - \�\\O -/ ° o -8/TTERN T LANE- - - - - - o o o r7 o °� AN ° n 0a° OH L�p9P- \ /a ---_-- -- iIg • : • ------------------ �� ' �..�_ •" •Nis Lolm ` • `fir r1 Imlid�l_ F"R/'aRr ors'=: • �:���-S_ :�� � J �o : • ME lw MET -MI T H A. CLINT L �W C . S T Lic. N 54380 12103/ 2021 Is, c o �CE3-n wQpwLLCo7 .,�ovMLL�°MH LLLL0a� i � \ _>r O -OHP- � -- �\ - - - Z ° O ? �p o-0 °o01- j /0 - - 07 /D D // 0° L. rj 0 0 0 0I D A TNE I I I -Q- I„_ 0/ ° �I 00000 c 0 c C Ir - o\0 0 ° ° o � W n ° c I �uc Jo o BOCK1 Oo 0 0 0 o u 0 o °.4% \ \ I I\ I D 0' I ° o ° QI ` °// \ �PARCEL 090AI-00-00-001D0 0°SOUTHWOOD CHARLOTTESVILLE LLCG/0' o I �\~ r \ v \\ Uo �G A D8. 3375 PG. 063 n� QV • 17 1� • o °°°° ° JL ,r ) I �I I IcI ✓1 /I 10 ° \�// �/ / A L °° 5 u u ° GO) . �yi - ° o ���° __�-- •• n UGT n I / \ J ❑ I 1 • Li 'ffI 1• 0 I �`� G\n v OO A U/ -i I!G ^SQ� �F1 / / / /' �l % 0 ° ?'p 0 0 o ° am 01 ° \\ \\\. N °J< BL C 6 o °UG-Jo\ o \`�\ / 0 0 0 �, , J - / V�'/0 00 Ny \ ° ° °\\ _ - _ i 0 �4 \ 00 ° ° ° ° o o �° °� a o yo o�° o ° o 0 0 0 0 0 0 ° o / �� / ` . °°O 0° `\ _\ �R-Sq\'=\ ° o°��° o�\J�\�j \ Uz� ° ° \ 1 TABLE 4: DENSITY REGULATIONS BY BLOCK SUMMARY DENSITY AFFORDABLE MARKET RATE NUMBER OF ASSOCIATED PLAN(S) LAND USE DESIGNATION BLOCK DENSITY RANGE (UNITS/ACRE) PROVIDED UNITS/ACRE AREA (AC.) DWELLING UNIT RANGE REQUIRED DWELLING UNITS PROVIDED (ADU) UNITS PROVIDED (MRU LOTS PROVIDED GREEN SPACE & 1 0 0.0 7.1 0 0 0 0 2 0 0.0 1.5 0 0 0 0 BUFFER NEIGHBORHOOD 3 3-6 5.3 1.5 4-12 0 0 8 4 3-6 3.0 1.7 5-14 2 3 5 DENSITY URBAN DENSITY SDP202000048 RESIDENTIAL 6-18 5.1 6.8 60-127 44 10 35 VILLAGE 5 NEIGHBORHOOD 6 0-28 0.0 1.3 0-31 0 0 0 7 0-18 9.7 0.7 0-12 0 7 7 MIXED USE/ NEIGHBORHOOD PLACES 8 0-18 4.9 1.2 0-17 3 11 6 NEIGHBORHOOD 3 3-6 6.7 1.5 4-12 10 0 10 4 3-6 6.0 1.7 5-14 1 4 5 DENSITY URBAN DENSITY THIS PLAN RESIDENTIAL 6-18 10.7 6.8 60-127 6 13 19 VILLAGE 5 NEIGHBORHOOD 6 0-28 10.1 1.3 0-31 6 7 10 MIXED USE / NEIGHBORHOOD 8 0-18 13.0 1.2 0-17 2 0 2 PLACES 9 0-34 9.0 1.7 0-61 0 15 15 SDP202100006 URBAN DENSITY 10 6-34 13.9 1.9 11-62 16 10 26 11 6-34 8.3 5.7 20-182 0 45 45 MIXED USE 12 6-34 0.0 3.0 13-102 0 0 0 SDP202100071 URBAN DENSITY MIXED USE 11 6-34 16.9 5.7 20-182 51 0 1 12 6-34 23.5 3.0 13-102 70 0 TOTAL 34.0 150-450 211 125 �/ G\ \' � '\ � rQ n° ° ° 1'UUGT•Q I _A1-7 °° 13° G o ° o °°° ICU JuG 00 00 co kc °_\Allo O0 0 o v 00 I° ° °° y 0 0o 0 G o �\° > >UGT�o�-�o�� ° UGT � 0 ° Gr 0 ° II uG LIST 19° 0 DR A W B Y J. FOX DESIGNED B Y C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=100' w (V1ZJL`21 � L } J- rV Wa Ww-i O7 m w W a 0 >o 06 LL wz=� Zc) u DO 00 0 0 U) JOB NO. 47039 SHEET No. C4.02 L O \ \ O \ 63 \ \ \ � °o ° + AMENITY SPACE � ° o° ° / (1059 SF) °° SCALE 1"=100' \\ \ /° 0 / + ° ° \ \ / q/ ° BLOCK 2 0 ° ° / o TOTAL GREEN IGHT - \ / / 0 100' 200' ° \ \ MANAGED ° SPACE INCE g /� ° \ \ STEEP SLOPES o 0 e/ (48351 SF) 0 o o \ \ / I 0 • 11I'11i11�1!�fiilL".i° �'c t717�'■ •:LI(i!'i:�! �1`r ••!�pLTH UF��i , CLINT W. S F LET Lic. N ° 54380 121 O3/ 2021 ,.. I +/°°(TYPIC4 TOFBL 1 T I Ervw0 0 o 0 To GREEN 0 DEVE U u + SPACE 0 SEPA O E\ o(59518SF) 0 o BLOCK 12 00 ED + / v di 3 O O\° \ °0)° O pO O 0/Q JW V 2 Z ° ° _ W, o ��aO° DL 10 J ° 00 BLOCK 2 0 0 \ o o 00EDESTRIAN TRAI IAN T ACTIVEUSEREC. pPARK r M �00 PR AMENITY (6500 SF) U(230 LF MINOR BLOCK LINE Ia YLu � (11tl�) >0 0 ADJUSTMENT. BLOCK \ 1 I � 1 o PER SDP202100006 $ o AREAS MAINTAINEI / C a 0 ° WITH ADJUSTMENINITIAL SITE PLAN op /°0'0 ° APPROVED ON ° 0 ° 3/9/2021PROVIDED o.b FOR REFERENCE NIN-ONLY,0 \oo 0 o 00 R`/ ° PA (3940 SF)° z ~WO2OUWd I 4 ..... ............ ../::..°.. °../ �\\1 _0101 \\❑I�0 PRIMITIVETRAIL o TRAIL CLASS B TU uj ° I , I +I + + >(1711 L) 0 o 0 PEDESTRIAN 0/ o0 0000 CONNECTION 0 L)(115 LF) ZF= Q o\M DATE0i o DEI o (2707 SN) a / I I > O/ I+ IPT7FZPbE_ 07108121 / i I \��� �% n �� \\ IJ > DRAWN BY o LOC 1' �::..., . N ° \ 4 O PER SDP2020000 \ � \ / ° 0 �:, - /\ / BL 3 APPROVE ,I \ \ \ + \, \\ J \� / / + / \\\ c I I �\/ V J. FOX / �" ,;.;.; DESIGNED BY 0 , 0 0 PROVIDED FOR V cX< \\ U _ _. U O %� \ \\ I� c�� j - X� I III \\ \ 1 1- • `I + ° ° 0 C REFERENCE ONLY / 0 \ j /' ` I J % -r • _ �J \ LIB - C. SHIFFLETT p 0 0 +` ° + / 2555 SF I � / /I I � � � / / 9a. / � \[ o� � � � / n ° o \ ( ) � ,� / � � / \ 1' UGT / , / ❑ CHECKED BY �° CLAS 5 I �� , / '� n n 0 0 \ /I y1_ I\ c / c ' / \ _ C. SHIFFLETT SCALE °° //�F. /� \\ \\\\ \ \ \ p u �C\ / '\ \ • 1100' ° O O � F I I v / °0 // PARK�( F) Q0� / / /// I II �: \ ° o + I po j'�; :� (1744 SF)`go�c�� \ O o � TRAILS ,:, L6 -' O � y- \ \ \ ♦ \ 00/ + Os PEDESTRIAN ::}' F S EP \� O /, / / / O i� i \� \ \�\ //\ j\ �J` \ \\\ W 0 0 :'° CONNECTION 0 i% `p + 1 °,I_ '_ / r" �\ °°0 0 �, u \ x �K 7 / \-O ] i j /\/ I - n \ / / / LEGEND f �! %/ o ..:-; �%��j.\/`/,�, / - :.:�./\,��\/ /\ .\ ;,'.. GARDEN.... / NOTES: p X Y (985 SF) I /x 1. THE TRAIL AMENITY PROFFERS WILL NEED TO BE COMPLETED PRIOR TO BUILD -OUTS OF ` OPEN SPACE �I ° °° ° ° p + �k \; k/���x' /\/ PHASE 1, WITH THE TRAIL NETWORK COMPLETED PRIOR TO THE ISSUANCE OF THE °° ° ° " ...: /��/��/��i \/\/xy \ h /��/\�n / 100TH BUILDING PERMIT IN BLOCKS 3-8 AND THE PEDESTRIAN CONNECTION TO THE \ �O0 ° ° ` �/ �c/z / <\ x�/�/ _ / EXISTING SOUTHWOOD NEIGHBORHOOD CONSTRUCTED PRIOR TO THE ISSUANCE OF GREEN SPACE o �° +,, �� ��xti\ \/' \ / THE 300TH CERTIFICATE OF OCCUPANCY IN PHASE 1. Z iX� x^�i 2. OPEN SPACE SHOWN IN BLOCK 1 BEHIND HOUSES WAS PROTECTED BY A TREE RECREATIONAUAMENITY ° °°� - + 1%� / ' /�y� \ jC�\i°� / _ _ - PRESERVATION EASEMENT AS PART OF THE SOUTHWOOD REDEVELOPMENT - VILLAGE 1 ® SPACE W Z \ p ° p SUFFER / , , \ , O UGT� _ (SDP202100019, WP0201900062). + \\ > Q 0 0 p 0 0 0 0 0 �^ 0 0 0 0 0 0 1 / . n 0° °° ° 0 ° ° O O O O 0� ; ° ° ° 0 / p 0 0 ` ° o 0 II o 0 0 0 1 1 p 0 00 ° 0CPO 0 + �� �0 a ��o u ° ° O ° °° 0 p ` ° O 1 p 0 0 0 0 0 0 0 0 0 0 O p n O° O O O O O O \\ \ 00 O o \\ ° 00 \ 0 \ 00� \�° / / \ b \m 0 �00 000° / O O \\ •/ p O O� + \ 0 0 \ �0 0 0 + \ Vo / o° I \�pp I/O I / OO O4°OoO �. (�/p / 6] / O 0 /I I / 0 0 0 0 ' / 0° 1 0 +\� /1I/ O + p // ° 0°O \O° /�I/ ° / / / O / O ° 0 0 °� + / ° OO O 0 O ° O O° ° + II I \ \\ \\ 1141, 0°° 00 ° 0 O �� \� \ / 0 1 + o \ / ° + 1 1 ° I O O + TABLE 7: MINIMUM GREEN SPACE AND AMENITY AREA BY BLOCK SUMMARY OPEN SPACE OPEN SPACE TRAIL&PATH TRAIL&PATH REC.AMENITY& REC.AMENITY& TOTAL GREEN TOTALGREEN TOTALAMENITY TOTALAMENITY ASSOCIATED STEEPSLOPESMINIMUM RECREATEREQUIMENITIES&CIVIC RECREATIONAL SPACE BLOCK REQUIRED PROVIDED AMENITY REQUIRED AMENITY PROVIDED CIVILSPACES CIVILSPACES SPACE REQUIRED SPACE PROVIDED SPACE REQUIRED SPACE PROVIDED PLAN(S) (ACRES) SPACE REQUIRED PAMEN ROVIDIES&CIVIC PROVIDED ACRES ACRES ACRES ACRES REQ, ACRES PROV. ACRES ACRES ACRES SF SF 1 1.80 5.97 0.80 0.23 0.05 0.00 0.05 2,000 LF CLASS B TYPE I PRIMITIVE TRAIL 405 LF CLASS BTYPE I PRIMITIVETRAIL 8.00 0.80 10,000 2,025 297 LF CLASS B TYPE 2 PEDESTRIAN TRAIL SDP202000M 0.10 1.10 0.29 0.20 0.03 0.00 0.03 1,740 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1,493 LF CLASS B TYPE 2 PEDESTRIAN TRAIL 1.40 0.29 8,700 1,491 THIS PLAN 2 TOTAL OF BOTH PLANS 1,789 LF 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0 4,415 SF PLAY FIELD SDP202000048 1,866 SF TOT LOT 500SF NEIGHBORHOOD PARK 985 SF COMMUNITY GARDEN 2,707 SF GARDEN 600 LF CLASS B TYPE 2 TRAI LSa 1, 135 SF PARK 5-8 0.00 0.00 1.30 0.12 0.11 0.11 0.62 0.23 0.97 10,500 27,124 3,940 SF PARK 4,000SF NEIGHBORHOOD PARK OR REC. 1,855 SF PARK AMENITY 2,555 SF PARK 220 LF TRAI L PEDESTRIAN CON N ECTIONS 746 LF CLASS B TYPE 2 TRAI LS 1 1.80 5.97 6.60 0.23 0.20 0.00 0.20 2,000 LF CLASS B TYPE I PRI MITIVE TRAI L 1,711 LF CLASS B TYPE I PRIMITIVE TRAI L 8.00 6.60 10,000 8,555 3 0.00 0.00 0.04 0.00 0.00 0.00 0.00 0.00 0.04 0.00 0 4 0.00 0.00 0.35 0.00 0.00 0.00 0.04 1,774SFPARK 0.00 0.35 0.00 1,774 5005F NEIGHBORHOOD PARK THIS PLAN 600 LF CLASS B TYPE 2 TRAILS' 11,315 SF PARK 5-8 0.00 0.00 0.62 0.12 0.01 0.11 0.33 0.23 0.62 10,500 13,885 107 LFTRAIL PEDESTRIAN CONNECTIONS 4,000SF NEIGHBORHOOD PARK OR REC. AMENITY` SOD SF NEIGHBORHOOD PARK 1,600SF PLAYGROUND 1,059 SF AMENITY SPACE 2,170 LF CLASS B TYPE 2 TRAI LSb 4,434 SF OPEN FLEX SPACE SDP202100006 9-11 0.10 1.10 0.29 0.20 0.170 0.00 0.17 6,779 SF REC. AMENITY 1.40 0.00 8,700 0 2,704 LF CLASS BTYPE 2TRAILS: 5,000SF NEIGHBORHOOD PARK OR REC. 1,493 LF BLOCK 2 TRAIL AMENITY 1,211 LF CONNECTOR SITE PATHS SDP202100035 12 0.00 0.00 0.00 0.00 0.00 0.15 0.15 6,500 SF ACTIVE USE REC. AMEN ITY 6,500 SF ACTIVE USE REC. AMENITY 0.15 0.15 6,500 6,500 TOTAL 2.00 8.17 10.29 0.75 0.57 0.26 1.59 11.18 9.82 44,400 61,354 a THREE PEDESTRIAN CONNECTIONS DISTRIBUTED ACROSS BLOCKS 6, 7, AND 8 L 7 0a w J m Q WQ > U_ rarnn vJ 10 W z c) Oo w W O 0 0 0 2 0 U) JOB NO. 47039 SHEET NO. C4.03 `0✓-\,/'-\//_,%1/ /-\T/'' \ ' / /' �\ -'- _// ` / 1\ / -/_ _° '\ /` -'1'__.-1. I / / I � J1/I—/_ //° ' /�i` --//'//l/ / I/ _/-/I -/\ /`/I r/\/-/1/\`/ //f 409 1�/2 /\ —•11IP39I.I I/ �.W'9 .v'W.�/;� I..I:,I.;.�I I ,4r#_:'. :I 1I1 1_II�.I 1v1•-31�`i 1' .I1P. 3/ '21/ '\/�b,\OI \)� — 1'%.. ✓.�/.Iy1/,// 41♦/. 1OAPro p/i^/:1 ///:116 .' /::o \.0�\1'1�`1 r/ \I� /1t d0I 191' 21 \1 / / N/ I //\ / / _/- 1\ 1-15c\\\// I I/, // 0�.a. .. 0 / Wq' -/ A < /.4l•.-•/.i•//.•�-4� 2/1/, 61—/ 7/4i 2/7 ' //./ .y' .. �' 2rn18 0/A'Pi _ramv iA1— RT1S'2/8 Ag'_ a-.y� / .\ . �%gn./0347/'_ ' i \ /° / °/ r n/ 9.7—3-''- \ T°,'Q r: '—� //N— ' 2` 8/ "\/ O/ ///°_ ___ ° '/ _ -- — -- —_ \✓ �-/ -/ \ ///\✓ / // -I' /I / /✓/ —/ \,I /— —\ \ -/`/ !z / /l ,/ \ \-✓////\-\/ `///1✓/1\/` / = \\ I[ \ D// _ /Fr - //-/1 I \i 1Wi°\l 1 '` '//✓O/Q\\\jI sy1/ \/\ / \0 \I/k / \/ / \ /✓ �//\` _ / / \ //\/ \ ✓\`/x ///- 1 \//\ \ /\ ' /\ I Oa•• • ,ti voO}, • i•y`� ww�G �yTu3LO; INNAT L5FC^,OQJ�JW . 1 0i/aq>S\ \/ 0010 1 S F LET / — — — — — — — — 0° 0 0 SCALE 1"=30' t00 I 00 0 0 0 0 ° 4380� H IF0QmaF2C,o>- L /o000—�C LcN . YIS I° AR o 0 — — — — — — — — — — ---------° `%'' _0,I0\_ ---------- mo------E° _�—____==n—_ "AI � '/=\ IIIIIII III � ----- 0�EFFECTIVE 0iif 0 FLOODWAV YR- - _ _ 0', ° =LU 0 EFE-m- ° ° PERLOMA -__ PESERVEY v 3FLO0DPL,4lN PER o CASE NO. _ — — — — — — &7POpS'ILLOMA . ( PIC9L O 21-03-0029P 0 LU 21-0�-0029P -i Z 0 o 00 0 0 0 0 0 0 0 0 /—N O qpb— acro°/$ FEZ —------ / (.9i� OOp---— 0oz° ° 0 000Ou - °�/° ' °10PRIVATE DRAINAGE EASEMENT 0 °oo/ U — 3' O /�° 4 w UEFFECTIVE 100-VR /0 o A o _ �CASENU. 21-Z-0029P/Is lo 0- - - TIN 420.56- TIN 1 77777 / z DATE 07108121 .s. DRAWN B i E.• Y 12" NYLOPAST J. FOXASIN& 12" PVC PIPE, ITYP. DESIGNED BZJZF,Q T Y / / 135 W 129 C. SHIFFLET T/v cv o CHECKED BY134 y o SCALE 0, — — — — — — — —W 20'P JBLIC o\°\ E DRAI NflGE -- - -------------- - -- EASWENT ----- - - - - -- ---TW411.08^ 432.45' WkW 409.75' 4E 427)2 �SEM T RAINAGE DRAINA TIN 4328 SEMENT 426. 0PRIVATE 424 DRAINAGE EASEMENT 1 TW10.85 1 VARIPBLIDTH\S\WM FACILI ]MAIN ENANCE\EASEMETIN 419. 5106LU105 0 N Q LU ° 0 o 0 OJ Q °�SAN AN: .q o O 109 - If 0\Y bVQC )0 LU ..... ;LL o ° OIJ °°w r- 0o `/ �°� \ \ `\ \\ \/ \/\— \\\—�` —'_�/\—0.b✓\r W � _4—25_.93''_ o W422\.66'\ o ME _--_ --_ __g _/ �� //.,� A.'> Z// / /////✓ /'/ //'// / //////////// //// // /// / ///// / �42/5-\/-\ 43 \ C / /1 / / / / // // 1// // \ /\ / // / /// / / / / / O Q 00' o0TW 0 \-4A%ft0`° A --41_/ \ I � , �'/ \ \\\� `r --- �\ \\ \\\\ mac— \ \ \\ \ \ \\ �-- __— -- — \�Aj` \\— � / 1 I l 1 / / / / / /• — \ I 0 / \ ✓' .' I \�\ r` \\------`� \\ —��\ \ ` \\rob \\�� ___— -- — `\` \\\`� / / /— \ \ I I I 1 I 1 1 / l l / l / / / / / / \ ` / / �� r `\ \\\ \\ \\ \ \ \ \ \ ,0 _�\`� —\ �._ _ IL 1 1 G / / / / / JOB NO. \ \ o47039 SHEET NO. 04 0 `/ / \ \\\v\ M\\\ \\ \\\_''—`< \ \ \ \\ \ 1 I 1 I I I / / // // 1 L O O ° \ \ \ 0 O ° ° \ O ° \ \ \ \ \ \ \ \ oLSOTg 7,tc B /RG ° / ? / _L 00 o / / / '! f' 0 0 0 0 0 o o ° / IN 0 00 0 0 0 O O O O O o p 0 000 O O p ° ' O O p p o o° ' 0000 °— °o0O0 b0 O 00/ o 0 0 0 / / ° 0 000 i / � p °° 0°i' 000, / acv �' ° ° 0 0 // 0 p° 0 O 0 0 0 00 /// / / / °° 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o / o �� / / / - ' II 1 ' 1 5160 �1 0 ° ° ° PRESERVED 0 STEEP SLOPES 0 o ° (TYPICAL) O O o ° STREAM BUFFER o ° / 0 0 0 0 0 '0 p o � 0 a p p o 0 0 0 0 0 0 0 0°° , 0 0 0 0 0 — o 0 53'' PIUB IC / 12+00 S11027 8 W 11 5+ 0 / - M,cq � 5= _ zIN ..... s' AN SAN . o f rs a/ I, ..... ...... ....... \ 0\ \\\ V h�0y �� EA Eti1EN.i. 1 ` 28 N6 � . v xk \ 2� \ ' \ O X -PARADISE PARK LN CL Q■o ° \ / CURVE"....." ` VO A = 80031'16' 2 \ R = 150.00 \ I ° \\° Y L = 210.80 Sow 0 v " �C = 193.88 \�\ .. Sf , 0 0 0 o ✓/PI=14+24.63 Q . w� _ PT=15+08.40.... ° .. °° ° !, \ 0° 0 O \ \ �a 0 O \ ' 0 O 0 0 '0 — O O \O `O O O ° ° \p` \ — ° \ — mow ° ° 0 ° ♦\ — °0 ! ` V ° O _ O \° ° \ a � 0 \s \O O� O O O O o O O \�� \�� \ \ ° O 0 �� \ O O I \ \ °O ` \ 9 O` 4ll` 'lTii O00 °o po 0 \\ \ \ PARADISE PARK LN CL �$.•: ,,. I CURVE A = 9028140" 1 R = 200.00 T = 16.58 IL=33.08 ' C = 33.05 I PC = 11 +60.86 I \ PI = 11+77.44 PT = 11 +93.95 I �I 0 \ I— p NFS A \ -- \ r2 NAg 83 C\ � SCALE 1"=30' 0 30' 60' 00 00000 000.�C i TH CLINT W. S F LET Lic. N ^ 54380 121 W 2021 t1ttis,01 AL �-614'.� In o Z O W U) W u � U O W d W ti Lu W Lu 0 DATE 07/08/21 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' w w i� w Q awz J Ora w Q Q 00 W C) 0 0 W " C) 0 0 0 U) JOB NO. 47039 SHEET No. C5° 00 L IIIEgEECTMEWi "IDPL•••.� ��� i ii ;,;,;. �, ,o 83 ;�,'. a 1 �i��_�i-------- 1 1 .1 NoWrIfliml. o/i�.���/ />� / /NAL I 1 • ' • .� S .1 • t• ,r, i� ' 'I 7 . _ >-' --• �- G. �r a {�. ��r�L 7 4�� i Cs trn 1 �' �� 7 ' ' tl�i��s������ —� BSI .� � �� �♦,��``� �'� o UM lol md,,�Lu ,�Itp A � e.��w-, I� ! I� sm .. -s 0 LIU A\ M M mma m•� '' .� / ' \ M-1[�I\�m�.I�I�,T�IMM Ilk, �Ioil ill �,IIITMilk li_�p�''r�'�l '' ,I , -1�- _ _ - - - - - •_ - - - �-_�-� �I -�- �I �-Irk • ► �AI�/,.�■,10 IN III ��■I �—'!' IlW, ISI •. ■ is asA��\, _ ._�-_ 1-- ��:� �-r_.c`� 'G�r�����tlf1►\i•s. _ -Jib.//������.� , ��..���.. �i��.. �.��u���� �..���,��•��ury� 1a�' REDEEM . \ i 0• �,� ip�.� w�� i � a�� �� ;;� �• ilk 44n 44n HEIGHT OF 435 OBJECT = 3.5' 435 430 / 430 2aj Sol,' PROPOSED HEIGHT OF / GRADE EYE = 3.5' 425 425 HEIGHT OF OBJECT = 3. pR�2 NO pFi / 420 OL"1% i 420 EXISTING GRADE 415 415 9+50 10+00 11+00 12+00 13+00 14+00 14+50 PARADISE PARK LANE TO HORIZON ROAD SIGHT DISTANCE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L TH / /./-- ///'\l / ,/-- 11 II I I/ /\ / \// \' , / \/ / \/ / 12// /\\ 6 I Iy_ Il \/ �� //// \,I/ / /�/\/ III // / \'\\// \ 1 / ' \ //\ \ ', I`/III \ /\/\/ ,/�\ \i\ °/ I`��I�\/ 1 /l�I /I \ \ P , / \\ /\/ \ \� / 1 I \\ / \/\I \/ \ o/\/ \ \ / \\6 '\ g\ \/ \ \/\\\ \°/ /\\\\`\.�/ o �\'\ \\`r \/\\�d\S\'4\ 0 // /\/ \1 '\1\\i/•,/\1\�-(? ��1�//1/\/1 0 1 / \> /� /�`\�/.I/1 w 1� / I I /\ / M?/a�5/ '\/ ./ � /\ ./ /I/\` I r\ //i1\/,a�/ \ o\\1 \ //\ / /\ '�/\/ 1 / ♦�//%/_\\~a �` I o■ / 1// ■ ,/■ / •�na,,,,c■113S 119 I� _I � ���_� /I1 21�Y2 I I /'//W/ / /I / /I _ I•1 Iv13iI \I\1 I_1c i 3■2/ /\\lI // '�I /\/ /41113/��',7./`'' \/ 1♦3�62//�/1:1'// 4\■/ / �/-'/\/_ /1\ 1�35/-iI♦/ 1- 4G/ -N_1- /- 2\11- 1 �-21,_`� 3//C/N_ �-//'i_ _/•/�1�11■■05 3/ ♦N°° __ I♦4/�� 1' - 6i, ?' / �/ --`/°/1� -05- -i-/ - _/■■-�- 1_ -�- - -10-'--o/- --�/-- :■■- -pO_-p�--- O�-� oA/1o8/ '� \-o�---A-X■3■1\`/�i-1-r/ 0 / - -°4o- o- _ --- -i- --� 'T' J / . I/ �.1• 28.- `�- �_■ - \o s --/-°� i -�_-\�J/o-■/ /\ ■--�j-♦fi�o -amt- --_/■ -- ,i -- -�■-� / 1_--_•- -_-- /� - --�■--_-■--- _ �-_-- _� _,- -/ \J/-', / -_//,/ ' // -// / / / .0 0 8/// \3 /\ °p° 10 /o°o 000cLOL0O S/�'\'\ C/\�A -\ LyE_\i/_�\'✓I/ \" =\/3\0 \\I-' 00,0 ,0 \ B20 30' 6 0, \- ' °U - ------ - ------------0 � 0�-__ - 00 -- - - - '/o , , - - - - _ _ ��O_ O- EFFEC_0 TIVE TIVE ° FOODWAY R - - - - - - - 00 °0 CD�Y--= SREa oPERLOMA FLOaDPL,9[N PER- - - - - - &EEO CASE NO. OMA CASE NO. S`/ 21-03-0029P (TY$0 2100029P % \ pOoo°000000000°°°O°o0/0% 06dacro```----------� 0 0 0EAMBUEZ' ------------- 0 °� OO- o 00p /o -- --- -- �0 EFFECTIVE �/ PER0MA CASE NO. /o mom 21-Z-0029/1 210 _ -- 41 216 206 136 _ _ _ 11281 140 ' _ �129 135 ■ ■ i f■■ ■■N\ ay m ■■ 0■■■ ■■ ■■` ■■ '♦♦ `'�2�v 8 13 v Y 134 c SA 127 E __Tj_ r0� \dD\ M a, - - - - - - - o\ 'AC$A °EMENT -- - - - -- \MEN It swap % \\ 1 1 \ 424 \°�o 1 118 oz 7 mo/ R -AN \\% \0 0� 0 \ _ I \ /\ \\ /\ ,\\ \ � x \ ' 0 \1 ^\1 \°\\ 0 of\\I \ 1 1 1 I I�o 01 / �� .■ - \ // / /� / \\ \ \ \ \ / /. �4 00 ° \ \\ \\\\"�- o II\\\^ I21 \ 1 \\ ) 1 \ I 1 I i ��p\/ / S, ■ /�_ ' / ' \ \ \ \\ \\ \ / / \ \ �\ ` - - - - - - -\\ \ \ \ \ ° I \ ' \\ I 1 6' \� ` 1 0 I I 1 ,/ Y /' / , /' N i • I , , / / , \ ` \ \ \ \ I \ 1 / / o \ \\, ��-\ \ I \o 0 / /\ \�`'��- ���������\ \ \ \0 "' cr / -Wrn / v Q \ \ \ o /'o \ \ \\ \ o 1\ A 1 2 1 104 1 / \\ \ - \\�\\ 0 \ �� \ \\ \ \ 1 \ \ 1 \ \ \41IN 1 ° 1 \ \\\\ \ b 6 1 00` 1 0 \\ \_ \\ \ \ \ // / / , , 43 ° NIX ` o / / \ \ \\ �\- - \ \ \\ \\ \ - - - - _A2 i / 420 \ 40 / , / \ \ � \ _ \\ q \ I \ \ \ \ \ ` _ - - �.✓+r stir '3-"' 1 1 / 1 / l / \ / / / / \ \ I ° \ \ 0 \\ \ Inlet# Total (Ac) c 104 0.12 0.73 106 0.08 0.69 108 0.18 0.73 110 0.20 0.81 112 0.23 0.67 114 0.07 0.72 116 0.26 0.40 118 0.27 0.55 122 0.10 0.56 124 0.17 0.73 126 0.34 0.69 128 0.18 0.81 132 0.07 0.73 134 0.05 0.84 1361 0.09 0.76 138 0.25 0.81 140 0.46 0.72 2021 0.03 0.70 204 0.03 0.44 206 0.03 0.44 208 0.04 0.41 210 0.05 0.42 212 0.08 0.44 214 0.08 0.47 216 0.04 0.58 i �1 CLINT W. S F LET Lic. N . 54380 12103/ 2021 t,t,l01 AL � co M E 0 o N � N C > E w v E wLL w 3 Q LL o 3 p 0 w0 O W L M QLL_j U00 J - uj M C7W NV w v 30j;x oa =LL ti = N F Q EO1 N W M Lm T F 0 DATE 07108121 DRAWN BY J. FOX DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=30' w (LU V 1� I a � a z � W 1U O � Q w J m Q waz O H-1 W zLL o O W O LU Q z 0 0 2 0 U) JOB NO. 47039 SHEET NO. C6. 02 L STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.45 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.90' MH-1 102 424.24 17.96' MH-1 104 427.74 6.72' DI-26 6 ft Throat 106 427.77 6.24' DI-3B 6 ft Throat 108 431.14 7.35' DI-2B 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-26 6 ft Throat 114 422.87 11.30' DI-3B 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.63 7.69' DI-26 6 ft Throat 128 427.06 7.41' DI-3B 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-26 6 ft Throat 138 420.64 4.78' DI-2B 6 ft Throat 140 416.30 6.98' DI-3A f�+'NUTH U�•00 �. ?�� CUNT W. 2: - S F LET >� Lic. N 54380 2/ 03/ 2021 ^� E 0 0 rn U N � N 0 > E w a E H- w w 3 ¢ LL o 3 p LL - wO `mom ¢-VCM Z a -m O w r- rn C7 LU �� a w v 30'x U) w oa �i vry Z Z =� > O W ~ 0 > p wM LU U rn @0 Cl) 00 Cl) co O w Z L t M y v H =O 102: MH-1 x-* LO q = 0 "00 134: DI-3B 6 ft Throat r ? N W STA 10+00.00 ° N m o o STA 11+38.77 M y TOP424.24 m+C,4 m0+00 TOP 419.14 M+�� INV IN406.63(111) p�vZZ0 p��Zo INV IN408.62(139) p��� 0 W INV IN419.19(103) N�0O»> N¢(L INV IN410.45(135) o¢a> INV OUT 406.45 (101 A) �OFz z z �co�z z INV OUT 408.42(133)rU)P? w 430 430 134: DI-3B 6 ft Throat 0 STA 10+00.00 136: DI-2B 6 ft Throat TOP 419.14 STA 10+29.81 138: DI-2B 6 ft Throat o ^� INV IN 408.62 (139) TOP 418.72 STA 11+00.58 > w o INV IN 410.45 (135) INV IN 414.22 (137) TOP 420.64 = a M INV OUT 408.42 (133) INV OUT 411.05 (135) INV OUT 415.99 (137) a 0 , 430 430 zo in DATE > 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLEIT • CHECKED BY • C. SHCALE T SCALE AS SHOWN • N (�I� 11 V J H� I . 0 w/ z LU 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 li > w STR 102 - STR 140 STR 134 - STR 138 a J HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q LL VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 z 0 J m � W Q O W z 0 Q W o U) z 0� 5 0 00 0 0 50 PROFILE SCALE ,0 V 1 JOB NO. 47039 SHEET No. C7.00 425 425 PROPOSED 420 \ GRADE 420 EXISTING � GRAD 415 415 SANITARY EXISTING PIPE 1-EX.1 SANITARY � PIPE 410 410 139 133 56.60' OF 131 33.37' OF 1g" HDPE 111 63.36' OF 18" HDPE @ 1,00°/ 405 4' OF HDPE o 405 18" HDPE oc 1.00% @ 1.00% 400 400 395 395 425 425 EXISTING PROPOSE GRADE GRADE 420 � 420 i � 3' MIN 415 415 13T 8" WATER 2' 70.7$ O E LINE 1@2g�% 410 410 29.SHDpE 1@ 405 405 400 400 STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.71 404.28 1.00% 42.39 LF 24" HDPE 101A 24" 102 - 100A 406.45 404.91 2.00% 76.90 LF 24" HDPE 103 15" 104 - 102 421.15 419.19 2.00% 97.93 LF 15" HDPE 105 15" 106 - 104 421.66 421.36 1.00% 29.83 LF 15" HDPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HDPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HDPE 111 18" 112 - 102 407.05 406.63 1.00% 42.04 LF 18" HDPE 113 18" 114 - 112 411.74 411.14 2.00% 30.11 LF 18" HDPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HDPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HDPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HDPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HDPE 127 15" 126 - 124 419.06 416.36 1.50% 180.09 LF 15" HDPE 129 15" 128 - 126 419.78 419.16 2.00% 30.90 LF 18" HDPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HDPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HDPE 135 15" 136-134 411.05 410.45 2.00% 29.81 LF 18" HDPE 137 15" 138-136 415.99 414.22 2.50% 70.78 LF 18" HDPE 139 18" 140-134 409.49 408.62 1.00% 86.60 LF 15" HDPE L Lf)^ a f����pLTH O� �0. .{. 112: DI-21B 6 it Throat 0 0) STA 10+00.00 m M 00 m a o CLINT W. 2� to � � ro v 116: 24" Basin - Circular Grate ?� TOP 422.68 M } N 7 STA 10+gg.g3 118: 18" Basin -Circular Grate c� S F LET >• INV IN 411.14 (113) o v z z 0 TOP 421.87 STA 11+90.72 e, INV IN 407.25 (131) v F 0. > > > INV IN 417.64 (117) TOP 424.94 Lic. N . 543110 ,f(��Ar INV OUT 407.05 (111) � O � z z z INV OUT 417.44 (115) INV OUT 420.19 (117) 12103/ 2021 jai; 440 440 "114~�N'O♦ � • ��� %% co N @ N 2 co LW v 114: DI-3B 6 ft Throat ~ ro ~ _ = o o STA 10+00.00 ccoo v y ro c 124: DI-2B 6 It Throat coo M °' N TOP 422.87 0, o' I STA 10+90.32 m o(o rn IT 128: DI-3B 6 ft Throat E INV IN 416.85 (115) D(Daz � TOP420.87 o040z Z) STA13+01.31 a E INV IN 414.49 (121) N Q a > INV IN 416.36 (127) Q o > O> TOP 427.06 x W > 3 INV OUT 411.74 (113) � z Z INV OUT 416.16 (123) c z z INV OUT 419.78 (129) U w 3 430 430 o a 0 w O m ¢_j UOM0 Z a -ui O .. P rn C7 LU `� o_ w v 30'x cva w oa Ln v ry Z Z xU >� O W ~ Sry > p wM L U ow 2 O 0 a O O W x ti c� w w F N fn Q N z O i/I DATE 07108121 0 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLEIT • CHECKED BY C. SHIFFLETT 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 12+00 13+00 13+50 • SCALE STR 112 - STR 118 STR 114 - STR 128 AS SHOWN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 � N d �..�..� m m m °: o. O O 212: 12" Basin - Circular Grate (D a m `a m STA 13+54.54 Q cLi ^ 2 o o �_ o n TOP 410.59 1 N N O N Lo U N o O N U� U o N INV IN 407.79 (213) J p O N yN O 7 N� O O CI (D CO ....� Cq INV OUT 407.79 (211) J w N v W � v °D o 5� ao o m ow M O m w a> m 210: 12" Basin - Circular Grate 214: 12" Basin - Circular Grate 1- 4 O O mOl[)7 V mLNL6 7 m6�0't �° Cl) O +o o _ + o + o r + o a m u °D o STA 12+g0.22 STA 14+10.97 216: 12" Basin - Circular Grate > NO, N,� fV N� - + O F w � v z I O � � v z O � � v z O N N CD TOP 409.48 TOP 413.84 STA 15+03.28 o H0> �; ' EL 0> > 'iQa> > �Qa> > ��az O INV IN407.15(211) INV IN408.55(215) N 0 H z N (n Z z N u~i P z cov a) P? z o� O Z z INV OUT 407.15 (209) INV OUT 408.35 (213) TOP 415.19 420 N O z z INV OUT41;0.86 (215) 0 w/ z li w< > LU a _j J J I -I LL_ 0 z O J m � WJ Q > LL O W p OF in 0 I-49. - W/ I..L 5 p 0 O 0 0 50 PROFILE SCALE ,O V / 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 JOB NO. STM 200 - STR 216 47039 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 SHEET NO. C7.01 435 435 EXISTING GRADE i 430 i 430 PROPOSED 425 425 8" WATER 3' MIN. LINE 420 420 SANITARY 117 PIPE 1-EX.1 101 8g OF 115 15@2 8.72 OF OE 415 415 1.00% 113 410 410 18" HDPE @2p0% 405 405 400 400 EXISTING GRADE PROPOSED 425 GRADE 425 \ 8" WATER LINE - 1.5' 420 420 3' IN. 12g 30.90' F 127 15' HD E 180.09' O @ 2 0 415 " HOPE 415 121 L 1' .01' OF @ 1.5 PE MIN.15" HDPE 5646� 15@J' 2 p0o/ 1.00% SANITARY 410 PIPE 4-3 410 405 405 400 400 EXISTING 415 GRADE � 415 PROPOSE GRADE � i alo - a10 i 2150E 231vC 211 56 43' OF @ 205 207 90E 64.32'VC 12 PVC 405 201 g 54.8 12" PVC F 12" PVC 35.3T 1 @ 1.00% @ 1.00% ' 405 OF 60.15' OF .39' 2^ pVC oc 1.00 / @ 1.00°/ 12" PVC 1.00% @ 1.00% 400 400 EXISTING SANITARY PIPE 395 395 390 390 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.45 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.90' MH-1 102 424.24 17.96' MH-1 104 427.74 6.72' DI-2B 6 ft Throat 106 427.77 6.24' DI-36 6 ft Throat 108 431.14 7.35' DI-26 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-2B 6 ft Throat 114 422.87 11.30' DI-36 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.63 7.69' DI-2B 6 ft Throat 128 427.06 7.41' DI-36 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-2B 6 ft Throat 138 420.64 4.78' DI-26 6 ft Throat 140 416.30 6.98' DI-3A STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.71 404.28 1.00% 42.39 LF 24" HOPE 1 OlA 24" 102 - 100A 406.45 404.91 2.00% 76.90 LF 24" HOPE 103 15" 104 - 102 421.15 419.19 2.00% 97.93 LF 15" HOPE 105 15" 106 - 104 421.66 421.36 1.00% 29.83 LF 15" HOPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HOPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HOPE 111 18" 112-102 407.05 406.63 1.00% 42.04 LF 18" HOPE 113 18" 114-112 411.74 411.14 2.00% 30.11 LF 18" HOPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HOPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HOPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HOPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HOPE 127 15" 126 - 124 419.06 416.36 1.50% 180.09 LF 15" HOPE 129 15" 128 - 126 419.78 419.16 2.00% 30.90 LF 18" HOPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HOPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HOPE 135 15" 136 - 134 411.05 410.45 2.00% 29.81 LF 18" HOPE 137 15" 138 - 136 415.99 414.22 2.50% 70.78 LF 18" HOPE 139 18" 140 - 134 409.49 408.62 1.00% 86.60 LF 15" HOPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 200 405.28 404.57' ES-1 for 12 inch Pipe 202 410.54 5.72' 12" Basin -Circular Grate 204 410.85 5.08' 12" Basin -Circular Grate 206 410.78 4.46' 12" Basin -Circular Grate 208 409.83 3.07' 12" Basin - Circular Grate 210 409.48 2.36' 12" Basin -Circular Grate 212 410.59 2.83' 12" Basin -Circular Grate 214 413.84 5.51' 12" Basin -Circular Grate 216 415.19 4.33' 12" Basin -Circular Grate STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 201 12" 202 - 200 404.85 404.25 1.00% 60.15 LF 12" PVC 203 12" 204 - 202 405.80 404.85 1.00% 94.39 LF 12" PVC 205 12" 206 - 204 406.35 405.80 1.00% 54.83 LF 12" PVC 207 12" 208 - 206 406.79 406.35 1.00% 44.48 LF 12" PVC 209 12" 210 - 208 407.15 406.79 1.00% 35.32 LF 12" PVC 211 12" 212 - 210 407.79 407.15 1.00% 64.32 LF 12" PVC 213 12" 214 - 212 408.35 407.79 1.00% 56.43 LF 12" PVC 215 12" 216 - 214 410.86 408.55 2.50% 92.31 LF 12" PVC L STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 24" 100A - 100 404.71 404.28 1.00% 42.39 LF 24" HDPE 101A 24" 102 - 100A 406.45 404.91 2.00% 76.90 LF 24" HDPE 103 15" 104-102 421.15 419.19 2.00% 97.93 LF 15" HDPE 105 15" 106-104 421.66 421.36 1.00% 29.83 LF 15" HDPE 107 15" 108 - 104 423.79 422.10 2.00% 84.55 LF 15" HDPE 109 15" 110 - 108 425.36 423.99 4.50% 30.43 LF 15" HDPE 111 18" 112 - 102 407.05 406.63 1.00% 42.04 LF 18" HDPE 113 18" 114 - 112 411.74 411.14 2.00% 30.11 LF 18" HDPE 115 15" 116 - 114 417.44 416.85 1.00% 58.72 LF 15" HDPE 117 15" 118 - 116 420.19 417.64 2.50% 101.89 LF 15" HDPE 121 15" 122 - 114 415.62 414.49 2.00% 56.46 LF 15" HDPE 123 15" 124 - 122 416.16 415.82 1.00% 34.01 LF 15" HDPE 127 15" 126 - 124 419.06 416.36 1.50% 180.09 LF 15" HDPE 129 15" 128 - 126 419.78 419.16 2.00% 30.90 LF 18" HDPE 131 18" 132 - 112 407.89 407.25 1.00% 63.36 LF 15" HDPE 133 18" 134 - 132 408.42 408.09 1.00% 33.37 LF 15" HDPE 135 15" 136 - 134 411.05 410.45 2.00% 29.81 LF 18" HDPE 137 15" 138 - 136 415.99 414.22 2.50% 70.78 LF 18" HDPE 139 18" 140 - 134 409.49 408.62 1.00% 86.60 LF 15" HDPE STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 100 406.45 3.75' ES-1 for 24 inch Pipe 100A 424.44 19.90' MH-1 102 424.24 17.96' MH-1 104 427.74 6.72' DI-26 6 ft Throat 106 427.77 6.24' DI-3B 6 ft Throat 108 431.14 7.35' DI-2B 6 ft Throat 110 431.44 6.21' DI-36 6 ft Throat 112 422.68 15.63' DI-26 6 ft Throat 114 422.87 11.30' DI-3B 6 ft Throat 116 421.87 4.55' 24" Basin -Circular Grate 118 424.94 4.88' 18" Basin -Circular Grate 122 420.55 5.05' DI-3C 6 ft Throat 124 420.87 4.71' DI-26 6 ft Throat 126 426.63 7.69' DI-26 6 ft Throat 128 427.06 7.41' DI-3B 6 ft Throat 132 420.41 12.69' DI-36 6 ft Throat 134 419.14 10.89' DI-36 6 ft Throat 136 418.72 7.80' DI-26 6 ft Throat 138 420.64 4.78' DI-2B 6 ft Throat 140 416.30 6.98' DI-3A f��vNUTH UF000 ?�0 CLINT W. 2: �S F LET >� III N 543110 ,f(�or, 2/ 03/ 2021 jai; t%� ^� E 0 0 rn U N N C > E w a E H- w w 3 Q LL o 3 p LL 0 wO `mom ¢_j U0000 z o - ui O .. r- rn C7 W N V d w v 30 )x cva w a o< �v 0 d �x vN z 2 Q � v > �0 O W ^ Qo Mo o r-Lo o F O ' O L O O L O" v I � F H 0) �N w p OWN M M O( N O(D �� qt m C''i d U �a07 V V CON cO W V mMr-N 7 mr�M r+`Ov =+�o�+��-� N}rNNF N+��� 110:DI-3B6ftThroat w �vz BCDIT Z � �7ZZ O o�vzz Z oC�z Z) STA13+48.22 ow p ¢a- Qua_ O "a_ _ O a_ _ O ¢a O TOP431.44 coP oU)OZ Z ~OZ Z Z o�Oz Z Z oH-OZ Z U CDO�_ _ C:, _ _ SOP_ _ _ 'l- - _ INV OUT425.36(109) L 445 445 0 w x ti w 0 x w w N Q N z 0 (n DATE d D 07/08/21 a 0 D_ } DRAWN BY U ^ o M J. FOX v _ N 104: DI-26 6 ft Throat o P- N w • DESIGNED BY STA 9+99.93 o Cl) rn of 00 TOP 427.74 106: DI-3B 6 ft Throat w 00 Z = o+ o F • C. SHIFFLETT INV IN 422.10 (107) STA 10+29.75 0 ¢ o- j " , a O • CHECKED BY INV IN 421.36 (105) TOP 427.77 coi U) OF z a F- O Z INV OUT 421.15 (103) INV OUT 421.66 (105) ``' O ~ - 440 440 415 415 C. SHIFFLETT • • SCALE AS SHOWN N (�I� HDPE V J LINE 0 I� I 0 w/ z 2,000/6 li w < U) > LU a -J J J I -I LL_ 0 0 J m � W Q LL > O W z 0 in � �-- 9+50 10+00 1,+00 STR 1002+0STR 110 13+00 14+00 14+50 9+50 10+00 STR 104 -STR 106 11+00 9+50 STR 300 -STR 302 11+50 w OU U) HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' Q VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 5 0 00 0 0 50 PROFILE SCALE ,0 V 1 JOB NO. 47039 SHEET No. C7.0Z 440 440 435 435 EXISTING / GRADE / PROPOSED / GRADE 430 430 / 8" WATER / LINE / 1.4' 425 / 425 / 1.5' / / 3' IN. 107 SANITARY O 84,55' OF PIPE 2-1 HppE 09 420 15" 420 @ 5" HDPE SANITARY 4.50% 103 PIP 2-1 / 97;93' OF 415 415 @ 2.00% SANITARY PIPE 1-EX.1 410 410 405 405 ' OF 101 76. ppE 24" HDPE @ @ 400 400 395 395 STORM PIPE TABLE PIPE # DIA FROM - TO UPSTREAM DOWNSTREAM SLOPE LENGTH DESCRIPTION INVERT INVERT 301 24" 302-300 401.01 399.20 2.09% 86.78 LF 24" HDPE EXISTING GRADE 435 435 PR POSED 430 G DE 430 8" WATER 425 425 1' MIN. 420 105 420 SANITARY 29.83' OF PIPE 2-1 15" H PE @ 1.0 415 415 410 410 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 300 401.37 5.25' ES-1 for 24 inch Pipe 302 409.34 8.57' 30" Basin -Circular Grate EXISTING 410 GRADE 410 � ROPOSED RADE 405 405 400 400 86 �01ppE 2@ .09% 395 395 390 390 EXISTING SANITARY PIPE 385 385 L_ f� V NLTH UF��� CLINT W. 2: �S F LET >� Lic. N 54380 fq�C 12103/ 2021 ; ~W000 A i o�lo 11 ^� E 0 0 u N � N 0 > E w v E w w 3 Q LL o 3 p LL - wOLu `mom V 00 Z a -ui O w rn C7 Lu " - a w v 30'x U) oaw ""=LL p � ur)i vry Z Z m > O W ~ 0 > p wM LU U o00 w 2 �H STA 10+00.00 STA 11+93.03 O EXIST. TOP 419.51 X' TOP 426.60y STA 14+45.41 2 u PROP. TOP 418.86 INV IN 418.40 (2-1) INV OUT 4OP 437.35 (2 1) a INV IN 414.34 (1-EX.1) INV OUT 418.20 (1-EX.1) o w 445 445 x ti w 0 x w F N Q O N z 0 DATE > 07108121 0 DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY • C. SHIFFLETT SCALE AS SHOWN �• N (WIC nil V J LI I w/ z li `u > w LLi J a 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 L LL. STR EX.1 - STR 2 0 O J w HORIZ SCALE: 1"=50' m a VERT SCALE: 1"=5 W Q 0 O LL W z o � W " LL C) 5 0 0 O 0 0 50 PROFILE SCALE ,0 V 1 JOB NO. 47039 SHEET NO. C7.03 440 440 PROPOSED EXISTING / — -- GRADE GRADE � 435 435 430 \ 430 � STORM PROPOSED / PIPE 109 425 WATER LINE 425 / STORM 1 6' PIPE 105 STORM 2'1 OF PIPE 103 1' 2y23 v0 420 420 3.5' PROPOSED @ ' MIN. WATER LINE .EX 1 415 OF 415 8" pVC 2.00% 410 STORM 410 PIPE 113 STORM � o PIPE 131 405 405 L f�IIIV NLTH UF��� CLINT W. 2: �S F LET >� Lic. N 54380 fq�C 12103/ 2021 ; ~110N'O A i o�lo 11 ^� E 0 0 U N � 435 Lu 435 ¢ o > E w v E cn � U a) LJ ¢ LL o 3 p LL w 0 m Ull ¢_j U00 Z a —u O .. rn C7w �� a w 30 )x (V!J w oa =LL p K tN �i C" Z Z x� >'D O W ~ Sry > p wM Lu U �H O a O 0 x ti w F w F N Q N z O i/I DATE O 07108121 } DRAWN BY J. FOX • DESIGNED BY • C. SHIFFLEIT 27+50 23+00 29+00 HORIZON ROAD WATERLINE PROFILE 32+00 33+00 33+50 • CHECKED BY HORIZSCALE: 1"=50' • C. SHIFFLETT VERT SCALE: 1 "=5 • • SCALE AS SHOWN 445 445 • (V of ( It WIC V Q J I --I ILLj 11, - 0 w/ z 00 li W ; W L.L w �--� uj LL O w w m a Q L O W r-i O W/"� I..L 5 p 00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 PARADISE PARK LANE WATERLINE PROFILE 0 50 HORIZ SCALE: 1"=50' PROFILE SCALE VERT SCALE: 1 "=5 ,O V / JOB NO. 47039 SHEET NO. C7.04 PROPOSED j � U U GRADE W o >� U �� � � U � � W N � + w � O � T � 430 c� 430 S o � U CONNECT TO � � c�(i � V (wj 4 EXISTING Q > rn > 425 STUB OUT EXISTING U � W o W �� �� GRADE �N� + W U — win cn �+ + WM M �QH � N � ?.ZO/ W rNi � � � 420 � � 420 � � O Q H W N � U Q � � W N � � STORM 8" CLASS 52 DIP H QH w � PIPE 129 WATER LINE 415 cAo 415 W N Q Q I.- W 2. � U � � W U 410 M 410 � + � STORM W N W roi � PIPE 135 U � Q � �� Q W aQ M � � ~ 405 405 W �' N W U w �.; U � U � N W 440 � � � co-� � 440 ^\ uJ oo w � Q �� F- w w� QQ � i v W � j\y�o�o � 435 � 435 M H 00 � W � > � ao PROPOSED � Q � � o � � � (n � GRADE � f4 3.5' O O> Q O W a? V Q � W + N 430 + � x U w X � 430 oZow� �� L PVI STA = PVI ELE' TIE TO ROAD FROM SUB: HIGH PT STA = 10+07.15 HIGH POINT ELEV = 432.03 PVI STA = 10+24.15 PVI ELEV = 431.60 A.D. _ -2.50% 4AS K = 13.60 LOW POINT STA = 12+11.59 LOW POINT ELEV = 423.32 PVI STA = 11+64.34 PVI ELEV = 424.59 A.D. = 2.30% K = 41.14 4' V 95' VC O -: n o rn u°' i cii I� on N ' V O M <D N ,M � N +v Oil +v 0111 +v a +v c u uU u0 uU u0 440 440 om 0w C) co �w 10+00.00 m w m w ✓ = 432.21 435 435 �250% \ S 430 430 HORIZON SOp% SURFACE 201900174 PROPOSED �N425 GRADE It 425 — --- u > � Q EXISTING C -1 � Co J w a GRADE a 420 420 \ 415 415 410 410 405 405 � 1p o N lv rn N�v N 16 NM v� o C7 ITv 1; N Lo N ai N N t o R 0) 16 00 v "t v .�!'NuTH (J70/1 L, CLINT W. , S F LET Lic. N , 5436• 12103/ 2021 't't`rj01 AL � co ^� E 0 0 u N � N 0 > E a E w � .Wu Q LL 3 o 0 U. 0 wO `m^ ¢_j U0000 Z o — n .. O ce rn C7 1Lu (_ w � 30'x U) w ur)i vry >> Z O Z W x � ~ 0 > p nO1i wM U o00 w 2 0 � a 0 O O x ti 0 w w F N Q N Z ti O DATE j 07108121 O DRAWN BY } J. FOX • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE AS SHOWN 11 11 �.a gill va I I�1 III • � / ,``` / � � ,. �� , � R:.:-;.� ',- - --,:�;�� �! � ! �I I� 1f! I,, � ►i !� 0111ro�tipiwu�i• • . OT ` ' r©�® �.•a\ ��� \ • �dn Milt ► s a i �i !tea k=I ® ® ''n� �� i • Is WISH I L k IF 101 ' :� ♦�� OPEN,owo"M NA �.�� % _� ■sue _ 11� . .. - ��-� 1 301,.1 9+50 10+00 11+00 12+00 13+00 HORIZON ROAD PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 L WARDELL CREST INTERSECTION. TIE TO WARDELL CREST SURFACE FROM SUB201900174. HIGH PT STA = 10+23.20 HIGH POINT ELEV = 440.12 PVI STA = 10+40 PVI ELEV = 439.70 A.D. _ -2.10% K = 16.00 4' V N c\j OOR q NCD 7 0 co + V + 7 Or II 0111 II U II U U m U W dCin o�� m I> LOW POINT STA = 12+88.10 LOW POINT ELEV = 428.61 PVI STA = 12+38.50 PVI ELEV = 430.57 A.D. = 0.64% K = 153.82 rnro 0000 co + V � II II (w) to > U m m Win CD O CD o_ LOW PO INT STA = 15+ 2.75 II > LOW POINT ELEV = 419.69 w w PVI STA = 15+18.1 445 — > PVI ELEV = 419.51 445 d .D. = 5.96% K = 4.71 V PROPOSED o 0) ?'s0° GRADE N 6440 N M 440 u � I u \ / \ � � f7 P ow > CD-1 m 4600co w 435 435 \ 430 430 / / CD-2 v � EXISTING u II w 425 GRADE w 425 i > \ HORIZC INTERS 420 420 415 415 410 410 I� 0Vv� C, oi N� � co (D tR' v It � INn 600 a)N N �NN d0 M� R� M N Mo co h� co "N � NM N R NN N N RIt o N � � �co I I 9+50 10+00 11+00 12+00 13+00 14+00 PARADISE PARK LANE PROFILE 15+00 •�!�pLTH U�•/� CLINT W. , S F LET Lic. N . 54380 12/ O/ 2021 t't'j01 M E 0 0 �U N � N 0 > E a E w �W .v.w3 Q LL tj 3 p U. 0 wO `mom -i V oMo Z a — n .. O rn 00 C7 1Lu a aMI. 30 n x cvi) w U-)i vry >� Z Z W x� ~ 0 > p nO wM L U 00 O � a M O O W x ti 0 W w FL N IN ROAD a ECTION o 16+00 .- 1 1 1 li ®1 IR PmL III ®1 IR► i► ih 11®I'► �.`��''► �'i �RSILI 1 T _ _10 T® II�IIi � =� ■ ��' �� ��I�/*4 14 I'■ III ■ r��� �—■ I�II�II �'iiC ll _ I 711. i +7./ w•...r. .� �J�.L'^��� ` •I I ■��_�- ■ 9 • 1 ��, I:1 -•• I 11��:1 �. i.., . ® 1�\� - �1i11I=�\G5�'��7'\\G��\\� 1\rI �' �il��_' "� ,�. I _Aiir ,, fy■ r I�=�����r�ii�e� �MO.�a:. I �1/'1���'���,�____'�,a�tl��� � 7I��1�®I�ii�1a - �®l�I� •.�—_ -_-! y I r�•� �S���F•• L�!�aVi���� . ��� A��IIIO�Cimit®1: Lm11m�Y11 ®O�l• .71m��11���7 all®a11i.�a11•�� :- ��8���1 • � � -`-`-� i �Ir� -a' r-ia = 1i�• -_ 'w. � s��lf� 1MIYNl• ;wwn• ty � _ <II 1 ����' �� �`-►-�±�� - r III ���� ��I�ii►:� ��� ,� ���' �'i; ,� 1 1 '•'= • CIA �� �' � �`��"�, � \ �-------------_-____-- ��■Ii��� in 01 VIA- L& • io _� NEI K • � �_ lip..- �'®-�__ � � � ,/ ��� �11111 �11�,1�1� 1. 1 _ Southwood Plant Schedule _��, D1-DLy--___---�-- QTY. SCIENTIFIC NAME COMMON NAME SIZE ROOT O.C. COMMENTS ,TA\CyBUG -4q, ;>�RRDA=D= ------- TREES R/6pJ7jE-631 -- _ — 16 Quercus phellos Willow Oak 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles J 16 Liquidam bar styracifIua 'Ward' Cherokee Sweetgum 2" Cal. B&B See plan Single Straight Leader, Specimen, No Tight Branch Angles — — — — IN — — — — — — — — — •w*' 9 WO *1 RRI GAIT ON BY OTHERS, COORDI NATE W / L.A. 1 ` / / + / a„ _ FLOODWAY / \ n — E EFFECTIVE 100-YR / — N PER— /'pFS N PER LOMA / / / FLOOD Ply9[SE NO. — — — — — — — — — — _ - /Typ pFS VFO _ — — 0 > E CASE NO. 43 21-03-0029P / . 21-0-0029P �au > 3 4pS) / / 4�9 / NVA**� /�---ire N / F / A3y' ¢ 3U. IN`tOOPl / / 413 -. 415.„ x — g w v � O/"2 / n'i/141514' s _ _ f A5 / / o �N4 a / / _ _ o s.i. zogGe f , _= 415.70— — ..,, / z_ U \ EFFECTIVE =ar7 / / / /� 412 413 rn / s . v. / 3: 0 X w f ,« / 100-YR 414 / FLOODPLAIN v PER LOMA / 415 — -fir 8ry > / CASE NO. yP o euFFl sw { 21-03-0029� I r, 00 ID 41 / �- / / o / / o 0 - — a / N^ AR- / > w a , �� :';.'.'p, / \ d' cn DATE k NNW �z > 1210312021 r/ > O DRAWN BY / --- \ DESIGNED BY IN 7QP / (3) LS CHECKED BY 4 LS) A / — — — — — — — I SCALE � � _EMENT � / 434 +. ,,, � .,..��,.?:. LU 13IL J (6) LS a.y° k2a 9 77<7 a / \ \ A \ \ \ ��\ ! / 2+ --+- - DISE \ 11+5�3' P I 11+ ^�o } + p Z W LU a� �- Q � U 0 ax 4p?8 \ \ \ `\ \\ \ \S�� \ \ _ ♦ N„ \.,... \ \ \ \ a+°° / / / (3) LS / 448 0 O 12 Z I \\ \ \ \ ♦ / z 4 qv* \� p202 E.. A421 � v A v —42 \ / a / o`' hod D g ono Z. V � A 446 a-42 F d — — — — — — � ° m di_� - \ _ >Y ONE (STsJTE / o / + 4--) 420 > d U t x 0,6 / / l !\ 1 \ \ \ — Fj \ .h7•. /'fit.'. :: ^�, U ' / P `/ 1 �\\ \`\ \\ cq�� I ._,A50 r \ �� a� lOBNO. o 47039 2 / ♦ �f \ � ` �\ ��\ \ \ +` _ \ \ � � 1 by v w � $ SHEET NO. ao \ \ \ A �E