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HomeMy WebLinkAboutSDP202200067 Plan - Submittal (First) 2022-12-06GENERAL NOTES MAPLEWOOD DEVELOPMENT OWNERS: TMP046B4-00-00-00400 MAPLEWOOD INVESTMENTS 455 SECOND STREET SE, SUITE 202 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: TMP046B4-00-00-00400 D.B.352.2,PG. 294-2a2(PLAT) 3.41ACRES ZONING: PRD (PLANNED RESIDENTIAL DEVELOPMENT) - (ZMA-2022-00006), CONTAINING THE FOLLOWING: ENTRANCE CORRIDOR OVERLAY DISTRICT, MANAGED STEEP SLOPES OVERLAY DISTRICT, & AIRPORT IMPACT AREA OVERLAY DISTRICT. THESE OVERLAY DISTRICTS WERE NOT REVISED AS PART OF THE APPROVED ZMA. TOTAL PROJECT AREA: 3.4i ACRES PROPOSED USE: 72 MULTI -FAMILY RESIDENTIAL UNITS (ONE AND TWO BEDROOM UNITS) (36) ONE BEDROOM UNITS (36)TWO BEDROOM UNITS PROPOSED DENSITY: 72 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 3.43.ACRES DENSITY = 72,/3.41 ACRES DENSITY = 22.1 DUA OPEN SPACE: 25%OPEN SPACE IS PROPOSED WITH THE DEVELOPMENT. THE OPEN SPACE SHALL INCLUDE THE AMENITY AREAS AND BUFFERS AROUND THE PERIMETER OF THE PROJECT. NO DEDICATED OPEN SPACE IS PROPOSED WITH THE DEVELOPMENT AND THE OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. BUILDING HEIGHTS: NO MINIMUM HEIGHT AND 4 STORIES MAXIMUM HEIGHT (65'MAXIMUM HEIGHT). NOTE, A STEPBACK REDUCTION WAIVER REQUEST HAS BEEN APPROVED FOR THIS PROJECT, REMOVING THE REQUIREMENT OF PROVIDING A MINIMUM STEPBACK OF A PORTION OF THE BUILDING EXCEEDING 4o FEET IN HEIGHT OR 3 STORIES. BUILDING HEIGHTS (TOP OF ROOF) = 48' +/- BUILDING HEIGHT (TOP OF PERGOLA) = 54' +/- BUILDING HEIGHT (EAVE OF ROOF) = 48' +/- SETBACKS: FRONT: 5' MINIMUM SETBACK & 25' MAXIMUM SETBACK SIDE: io' MINIMUM SETBACK & NO MAXIMUM SETBACK (so' MIN. BUILDING SEPARATION) REAR: 20' MINIMUM SETBACK & NO MAXIMUM SETBACK BUILDING FOOTPRINT: BUILDING FOOTPRINTS= SEE SHEETS FOR BUILDING FOOTPRINT SF (BUILDING FOOTPRINTS RANGE FROM 4,865 SFTO 9,710 SF) LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE STREETS: INTERNAL PRIVATE TRAVELWAYS WITH CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE NORTH FORK RIVANNA RIVER, POWELL CREEK AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY AND BOUNDARY WAS FIELD SURVEYED BY ROUDABUSH, GALE AND ASSOCIATES, OCTOBER 2o2i. TOPOGRAPHY AND FIELD CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, JUNE 2022. DATUM: NAVD 1988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE UTILITY INFRASTRUCTURE IMPROVEMENTS AND DEVELOPMENT OF THE ADJACENT PROPERTIES. LIGHTING: LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. PHASING: THIS PROJECT SHALL BE DEVELOPED WITHIN (i) PHASE. RECREATION: ACTIVE RECREATIONAL AREAS ARE PROPOSED WITHIN THE DEVELOPMENT. THESE AREAS INCLUDE GRASS RECREATIONAL FIELDS, A TOT LOT, A DOG PARK, AND A MEETING/CIVIC SPACE. ALL THE RECREATIONAL AMENITIES WILL BE IN ACCORDANCE WITH SECTION 4.26OFTHE ALBEMARLE COUNTY CODE. ALL PROJECT AMENITIES SHALL BE COMPLETED PRIOR TO So% OF THE UNITS RECEIVING CERTIFICATE OF OCCUPANCY. BELOW IS A SUMMARY OFTHESE AREAS: TOT LOT AREA: 2,5oo SF GRASS FIELDS: 16,570 SF DOG PARK: 2,25oSF CIVIC/MEETING AREA: i,5oo SF TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE APARTMENT COMPLEX: 22,820SF PARKING: RESIDENTIAL PARKING REQUIREMENTS: 2. (2) PARKING SPACES REQUIRED FOR EACH MULTI -FAMILY DWELLING UNIT 72 RESIDENTIAL UNITS x 2 SPACES ='44 SPACES 2. GUEST PARKING SPACES REQUIRED (i SPACE PER 4 RESIDENTIAL UNITS) 72 RESIDENTIAL UNITS x 2 SPACE / 4 UNITS = 28 PARKING SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED: 162 PARKING SPACES TOTAL NUMBER OF PARKING SPACES PROVIDED: 1. 72 GARAGE PARKING SPACES 2. 72 DRIVEWAY PARKING SPACES 2. 23 PERPENDICULAR GUEST PARKING SPACES & 5 PARALLEL GUEST PARKING SPACES TOTAL NUMBER OF SPACES PROVIDED: j.62 PARKING SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OFTHE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 2. IMPACTS TO THE MANAGED SLOPES SHALL BE IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. FLOODPLAIN: THERE IS NO ioo-YR FLOODPLAIN LOCATED IN THE PROPERTY PER FEMA MAP ID 200 Co286D DATED FEBRUARY zoo . IN 5 3 4a 5 ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES ON THE PROPERTY. RETAINING WALLS: SEE SHEET 5 FOR THE LOCATION OF THE SEGMENTED RETAINING WALLS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. LANDSCAPING: STREET TREES SHALL BE INSTALLED ALONG THE FRONTAGE OFTHE EXISTING PUBLIC STREETS. THE LANDSCAPING PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. TRASH SERVICE: EACH UNIT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER, AND ALL TRASH SHALL BE COLLECTED BY DRIVING DUMPSTER SERVICE. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER IMPERVIOUS AREAS/LAND AREAS: TRAVELWAYS/PARKING: 39,415 SF(o.go ACRES)- (26.5%) SIDEWALKS: 13,300 SF (0-31 ACRES) - (9.o%) BUILDINGS: 43,800 SF (2.o2 ACRES) - (29.5%) RECREATIONAL AREA: 22,820 SF (0.52 ACRES) - (15.4%) OPEN SPACE/LANDSCAPING:29,115SF(o.69ACRES) - (19.6%) TOTAL: 3.43. AC TOTAL IMPERVIOUS COVER: 2.24 ACRES (65.o%) TOTAL RECREATIONAL AREA & OPEN SPACE AREA: 2.29 ACRES (35.0%) PAVED PARKING AND VEHICULAR CIRCULATION AREA: 2 SF 39,4 5 AFFORDABLE HOUSING: AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED ZONING MAP AMENDMENT (ZMA2022-00006). TOTAL PROPOSED AFFORDABLE UNITS: 15% OF 72 UNITS = ii UNITS STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT SHALL INCLUDE THE INSTALLATION OF UNDERGROUND DETENTION FACILITY TO DETAIN AND MEET LOCAL AND STATE STORMWATER MANAGEMENT REQUIREMENTS. NUTRIENT CREDITS WILL BE PURCHASED WITH THE PROPOSED DEVELOPMENT TO MEET WATER QUALITY REQUIREMENTS. NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A) FACTOR =1.5 TOTAL GROUND FLOOR AREA= 9,720 SF TOTAL AREAS OF OTHER FLOORS = 34,565 SF TOTAL BUILDING AREA: 24,275 SF REQUIRED ISO FIRE FLOW = 2850 SF NEEDED FIRE FLOW (5o% REDUCTION FOR AUTOMATIC SPRINKLERS) = 2,5oo AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG WORTH CROSSING IS 2,054 GPM AT 48 PSI. NOTES: 2. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, xoTH EDITION. CODE 22o WAS USED FOR THE DEVELOPMENT PROPOSED 72 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 528 ADT (264 ENTER/ 264 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 34 VPD (8 ENTER/ 26 EXIT) PM PEAK RATE - o.56 VPD PER DU = 41 VPD (26 ENTER/ 15 EXIT) FINAL SITE PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA 1----------- -- ----- � 1 I � 1 I � Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT PLAN 4 UTILITY PLAN 5 GRADING PLAN 6 NOTES, DETAILS, AND TRAFFIC 6A UTILITY NOTES AND DETAILS 7 DRAINAGE MAP 8 DRAINAGE CALCULATIONS 8A DRAINAGE CALCULATIONS 9 DRAINAGE PROFILES 10 ROAD AND UTILITY PROFILES 11 WATERLINE PROFILES 12 LANDSCAPING PLAN 14 TOTAL SHEETS 1� 6'6 �Lr � JO 1 ' GRAPHIC St-ALE1 O 35 CO 300 ( IN FEET ) 5C ft. CONSTRUCTION FIRE PREVENTION NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 23FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING ATTHE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. PROFFIT RD d P+wa�ns Fmnv r s . FON LIMu ova k ca kf VICINITY MAP SCALE: 1" = 1000' ORDINANCE NO.22-A(7) ZMA 2021-00006 MAPLEWOOD AN ORDINANCE TO AMEND THE ZONING MAP FOR PARCEL ID 0461114-00-00-00400 BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2021-00006 and their attachments, including the application plan last revised on May 6, 2022, the information presented at the public hearing, any comments received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code §§ 18-19 and 18-336, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2021-00006 with the application plan last revised on May 6, 2022. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of an Ordinance duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a regular meeting held on June 1. 2022. 014 A Nay Mr. Andrews Y Mr. Gallaway Y _ Ms. LaPisto-Kirtley Y _ Ms. Mallek Y _ Ms. McKee] Y Ms. Price Y LEGEND EDGE OF PAVEMENT eoo EXISTING CONTOUR CURB zoo PROPOSED CONTOUR 0 506.71 TC PROPOSED ASPHALT PAVEMENT PROPOSED SPOT ELEVATION 506.21 EP EXISTING VEGETATIVE/ TBC DENOTES TOP/BACK OF CURB LANDSCAPE BUFFER T/B DEN07ES TOP OF BOX GREENWAY BUFFER sos.7� rw PROPOSED SPOT ELEVA7ON sos.2� ew TW DENOTES TOP OF WALL - - - - - - - - PROPOSED EASEMENT, BW DENOTES BOTTOM OF WALL VARIOUS W/TH EACH SHEET Q DROP INLET & S7RUC7URE NO. PRESERVED STEEP SLOPES ®! DRAINAGE PIPE MANAGED STEEP SLOPES r 7 BENCH MARK PEDESTRIAN AND VEHICLE ACCESS WOT STANDARD STOP SIGN 0 PROPOSED CONCRETE PROPOSED HANDICAP PROPOSED & EXISTING GUARDRAIL 61 PARKING SPACE STRIPING ❑ o o- PROPOSED FENCE PROPOSED ASPHALT STRIPING (DIRECTING OO OO OO OO 100 YR. FLOODPLAIN TRAFFIC) PRIVATE YARD DRAIN SYSTEM BUILDING CODE NOTES: i. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Ai17.i-o9 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. 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 540-562-3850 x131. 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 11 SCOTT/R. CDCLINS'ZI Lic. No. 035791,n 10/28/22 tvj z O rL ,,ww Vl CC Z " un w O Z z O H Ln w H W ce N N w N Q 00 a C 0 Lr ti CYi N ® C i N O W(N N W >_ W J J U) mffimm�. W L9 o H LV ZU W' Y W Ul j Z LU W U) JW 0 N U z Q a- Uj V / Q z U_ 1 z oLU 0 LU LU 0 0 0 LU a w J H w w x Ln JOB NO. 202199 SCALE 1 "=50' SHEET NO. 1 GENERAL NOTES: I I 1. THERE IS NOT FLOODPLAIN LOCATED ON THIS SITE PER FEMA FLOODPLAIN MAP # \ I I 1 I I I 51003CO286D, DATED FEBRUARY 4, 2005. 2. NO DAM BREACH INUNDATION ZONES ARE LOCATED ON THE PROPERTY. \ I I 2. A STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY. 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY THE TMP.32-36F \ EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SJS Limited Cappnpa1 2 I II I \ \ SYSTEMS AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE CONSTRUCTION THE 00.1064 pp.533-545p1 t) u CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; Tops-88580 I \ UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE PROJECT SITE. 4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED PLANS AND MAY NOT TMP.32-37C1 IMATCH THE CURRENT, \ EXISTING CTIONPOGRAPHY/LAYOUT ON THE SITE, SINCE THE SITE IS Mary R. & George R. Mercer CURRENTLY UNDER CONSTRUCTION. 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D.B.3942 pp.462 i -467 a 5^RaP. o oE- OTINGE , ss.Mh.Nwtn orkRPS-1-8 N , Vita as , 5z5.a6 OF F AVEME T �� EXISTING SANITARY op= - Mn. ll lc�sP SEWER EASEMENT o ° �m 525 - TO BE VA D Cv s =s16_ d s� 0 EXISTING 8" I I / Aprox. Sbn. Sewer Esmt. , / 9 o I SANITARY SEWER EXISTING 18" DI \ D.B.112J 330 as shown at 25.7o a" va PVC SAN. SWR I Storm Sewer Esmt. EXISTING 8" SANITARY / � D.B.3942 pp.462-467 , F o p \ \ / TO REMAIN �s shown at SEWER TO BE EXISTING h' uoie /D.B.1281 pp.342 Approx. San. Sewer Esmt. RELOCATED RIGHT-OF-WAY h, p / D.B.1127 pp.330-338 / - - -1�1 - D.B.1127 P.337(plat) ss-Mh. ssMn Top=sz14 Storm Sewer Esmt. SSAII. / L _�- TOP 53 11=s16.38 / 0=31s 14 EXISTING FIRE HYDRANT as shown at Top=524.31 -� - / D.B-1281 pp.342 _1�51i, r _24.4'ot_'.vc r 8op=5 Stm Mh.--__ � - - _ _ Top 529.69 \ 10-513,59 _ c - 218.3'of 24"Rcp. m.g e E U G S3 014 W 182.61 -__ - j 02.66% 0 P519. 6 4 526 UGE IMdPess- ucE uGE - uc�-uc �ucE - UGE -UGE -UGE -UGE UGEUGE -UGE -UGE -�� UGE -UGE -UGE UGE UGE -UGE -UGE -UGE -UGE UGE - UGE UGE - UGE UGE UGE �aGE _ - - - - - - - r----- .. �. W TORM GRA TO i1 WORTH CROSSING (70' PUBLIC) n REMAIN UNTIL DEMO / AFTER ESC PHASE III D.B.1018 P:403, P.B.1290 ppl395-696 M M, N� / M M M M 3 I M M \ 5. M II jj- --------dam- - - 1 1 \ s2s\ EXISTING EDGE EXISTING 8" - - W WV OF PAVEMENT D.I. WATE LINE n .g I - - - - AFTER ESC STORM G A III - - TMP.32-36G0 - II - - - MAIFF�L DEMO - LIGHTHOUSE WORSHIP CENTER INC TER II m DB.2664, PG.033 ) TMP.46B4-05 A P z rn PETCHEL, ROBERT G OR KATHLEEN 0 _ = 8'Pvc = _ _ _- _ \ P A DB.1685, PG.014 1 -INFO `> � I \ \ s TMP.32-36E0 o.\ s Ass Irn ° __ -_- LIGHTHOUSE WORSHIP CENTER INC \ I 2 � � � D6.3863, PG.154 -- 9 - gm9,A --- - i UGE�etf o sign he 1621'ot 15 op / N BENCHMARK o5z� TOP OF MH �^\ M ELEV=527.52' \ M \ aA/ oy -- EXISTING 8" PVC - - SANITARY SEWER TO BE RELOCATED I 1 1 \ \ U61. \ \ pole \ V A GRAPHIC SQALE 30 \ \ \ 0 15 30 � 60 \ ( IN\ FEET) \ 1 inch = 30 ft. � SCOTTkR.LINSl 'Zl Lic. No. 035791,a 510/28/22 `rv� 'SIONAL E�W III N N W CD N � N 0 L ti Z� C'7 CV o � Q ' J O W N W V) W Q Z% LL z ® W L9 i W O z _ U . 0 O W J z Y LU > cj LU LU w W Ulram^^ vJ Q O W 0 W ' ~ L1U J Q LU LU C<C � G O O C) N U W W F H w w W Cf m JOB NO. 202199 SCALE 1"=30' SHEET NO. 2 PROPOSED OCATION OF INTERPARCE VEHICULAR EASEMENTT \ TMP 4664-3 NOTE: uo 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TOCONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES ORDISCREPANCIES.1Q 3. REPRESENTS ONE PROPOSED PARKING SPACE.4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".TMP.32-37C1 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO Mary R. & George R. Mercer SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. DB. 3522 p.181 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. DB.3522 pp.189-193(BLA Plat) 8. CURB RADII SHOWN, REPRESENTED WITH AN W, DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE D8.3522 pp.194-212(Esm t. Plat) SCREENED FROM THE ENTRANCE CORRIDOR. coil C t E f f f f k j PROPOSED-------___ TURN -AROUND - 11 10'x18' 111 o 13 R ~ (P) ROLL -FACE ° (P) NO CURBING N to SIGN u SIGN a A N I 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 11. 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. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. I 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX OR HOMEOWNERS ASSOCIATION. NO PUBLIC TMP.32-37C AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT I WON PROFFITT LLC CIO WALGREEN COMPLEX. (5) PARALLEL PARKING 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS �I,IALGREENS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE PACES (9'x2O') D13.3522 pp.189-193(BLA Plat) UTILITY AND NO EASEMENTS ARE REQUIRED. 14. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING _ OB.3522 pp.194-212(Esmt. plat) CONSTRUCTION. DB.3790 p.692 VDOT NOTES: 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN- « f I ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET E E «Ip, EEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, k E f -RESERVED AREA \ CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. f k E i `� \ E f FOR DEDICATION / \ D.B.1126, PG.178 \ E f k f f E k f f j 20' --- _k_10 MINE k EETB NI FL - S )VD0T2 k f h «< E f * / --/ // 6 PERPENDICULAR (0.142ACRES) - - ' - SIDE S E ACK 4 - 4 IN �EpSCAPING �l�Ff; k t f / f'' (P) NO 0 P9 RK81) G SPACES \ PROPOSED (P) - \ \ 1\ \ 1 \ \ 1 \ 1 \ 1 \ 1 \ 1\ \ 1 \ 1) \ 1 \ 1 \ 1 \ 1 \1 CG-2 CURB PARKING - - - - - _ _ - --_ E PARKING X, CASPIAN LANE F f j s - GN 1 SIGN --_ - = =`E t E 495'R ---__ ---- _ k f « (P) NO _ _ (28' PRIVATE ACCESS (P) ROLL -FACE -----_ _� E y N PROPOSED PARKING �- --- EASEMENT CURBING Y CONC. S/W SIGN (P) VDOT PROPOSED - ) 311'R - _ (P) NO R (P) VDOT STD. STD. CG-6 P• CG-6 q• 6 CONC. S/W 50 R _ PAR u 1g T I P (P) VDOT STD. - SIGN v C R1-1 STOP SIGN 631R z- �SA \ 12' LANDSCAPING BUFFER AREA RIGHT OF WAY DEDICATION ` \ PEDESTRIAN\ PATHWAY (0.062 ACRES)- (P) BOLLARDS z 9' TYP 0 - - - E 1 9' TYP. 2 2 9' TYP \ \ \ E E BO 00 "' (P) STREETT SIGN .-. 9' TYP (P) ST EET SIGN �1 50 0' f 112'X20' (P) O 9' Z 12, x20, E (MIN.) (MIN.) (GARAGE PA ING SIG ? N f GARAGE i PROPOSED so.o' (P) vDor STD. dDA I I ------ '- ---------------------- IVTULTIFAIVTIL� CG-12 RAM _I RKING PRO OSED LOCATION BUILDING #11 --------- 1z'x2o''-I I -, -I II ; sl N ° OFI TERPARCEL I o 8 UNITS (MIN. ) ' � i I a PROPOSED - PIED STRIAN f l o_ i i I I I IGARAGEi �-------r------'----- Y___ --- ---- ---- I \ _-\ 5' CONC S /W CON ECTION f ` 4,865 SF 96.7 • __ - --- r-- --'-------r----- '-- I _�_----- I - ,PROPOSED - f l0 N a �VIULTI-FAMILY \ TMP.46B4 3 1 y c (P) NO BUILDING #41II % JA-ZAN LC -___I ----- P VDO STD. ) PARKING , 12 UNITS (P)VD TSTD. x20' (MIN.) N cr D8.4873 pp.1 3-161 f - , ° .. I G-12 A A RAMP SIGN i � PROPOSED I i 7,305 SF I I CG-12 ApA RAM GARAGE 1 A ' 3.426 Ac s b ` 5' CONC. S/W 1 f k t k f f k k h E f E f k E k f k k E t f E f k E ------------ h f f k f k k f 1 - �F f f k k f E k f E f t f E t E f E E E E E PROPOSED E • _ _ \ \ m\ E f f E h E f f f E k f t k E E k 4 k f k E htt 11/+f (�^k,�' 5, `C(]IV },k SM. . . • . . • v s W � _' \\\ V E f E 1 I e a• • . s f Ilk k VI��jl, f k E h E °.v L ----� ---- , oOe� • , ' s ° c^" °. • ° v $ •E E (P O k k k f k 4 f k E E f k f E 28 ACC SS ESW o k k f \ 6' MIN. PARKING 03 LANDSCAPING < FIE FIE t f f f h k F k f E E E 26' F/ -F/C 50 0,1 SIG BUFFER E k ��J(�� f k f E E f v -- ---------�--- , .F E- t fk Elk `J // \ _ f E IE PROPOSED < k` F f k h • k h PROPOSED i zz' E P-E/P � i so.o h t ', � (� p ,--' 1 \ k El TOT LOT f E k E k E f k k E f E k k f E E E k E I E t E E f f t °. 1 IEPUROI GFAC _ �\ PROPOSED \\ ' k E k f E E f f f t E MULTI -FAMILY -- �, 111 - E kk flf E E 2,500 SF- k E f E f h k E E E F ' I -----I • ____ ' � MULTI FAMILY BUILDING #21 -\ / (P NO f k E ' _ -,BUILDING #6 \ E f f f f k f f E f E k f k k h 16 UNITS t k f - -�-' _'' P IRKING °v k f f f e----_--_ /// - e f E E °` -- 1 9,710 SF SICpN . 1 , \ 16 UNIST� E k E k f � - ' f f k k 1 w(� o , 5`.5`V` / -/ \ E k k f .°• (f \ 9,71�- \ E k E k k E k f E k E k f E f k f f t 12'x20' (MIN. h k <> I PROPOSED k p f k f f f k t E k f t f f E f « E ` GARAGE k f f k 1 1 f If b f h f k k fEt k f k f k k h f k f f f k• f E f f 26 FI ii l� \ MULTI -FAMILY . 1 Il E f k E f E 4 k E k f f L ... k k f f h k f f E s 11 - (P) R LL-FAC ____ _-- CURBING (BUILDING #3 ° E E f h ➢ --- -_-- fl22 E P.EIP \ 1 f f f f k k E f f E ° f fPROP06E©F F�F20OSEp f f k' f` k f 10 UNITS k f 'F•E E h k f f f E h k E E - iCf /f.('l F�(..k/."k/ �.. ° ----PROPOSED E EGRASS J limit lVYyy 6,105 SF k k E F k 4 1, k�k f E E E k F f t E F'tECf2EATIOf�A�.f E E f E 4 -I e° 1 I f f E E E 'MULTI FAMILYI� t (•m h E f k f h k F E f , E f ° • .•- E k f E f h k E k f f • e v 1 12'x2D' O \ ARF/I f f k t k f k k f k k E f f k f BUILDING DUNITS 5 'll (MIN.)--� 'O\� E E lyf'k h f k k f k f f h h k k f h E f E k f f f k h of /�. f k f E E f f E ° -___ I' 1 J 1k8�/ �Fk F f E h ----- U) '\ J f E lE k k f h f E w ____ f / f f k t k f E f f k k E ° r---- F•1 s LLI k E f I Lu N k E E k 6,105 S_ F_- EGA Q •. f f f k h f RA E �NGZ q f f k k E f f L/ h k f k --- � k k f k E E k k f k E f k Z 0` f f �i QVZ ._i _ 1 - k� f f k k k f f k f f f k k f f E E -- � '• v f k h ° k f h f E k °. , ____________ _ J ________ ____________ _ - -1 `/ � •' f f h E f k k f f f f k f k f f k f I- 2 • , Z` f k f f t F EI5RV9 E®SED 1 ��0 \ f 1 k f E k f f f k k f E f f f f 4 k E �� 1 k L. E f F k E f f h f f k f E E f f f t k o• " •E f k{�, L E k E E h f f f k E f E F f E t f E E f h E > ____ ____ ' _ \ Ui s h f k E k f k k k k f E E E f E E f e W a s 1 \{�( •REATIOI\�AIF _ f1• _--' �'�/ 0 D_ V E k f f t f f f k f h E k k E t ' E h %` REA k k k _ E k E f 4 E f f E t k k f f f f E k t f E L.Yi .. E E E t f f k F E - ', __ (MIN.) \\\\ // / o/•/ - f f Ih PROPOSED f E f« h . •° P O DOG PARK f ` k : --------------------------------{------------ -- 3,39Q SfFF f' k' _----Ir. _ -_ { GAR�G1-- / l _ _ _ a PAkKING PEDE TRIAN PATHWAY f F k klE 2,250 SF ----------_-- • FRpNTEfB CK r / - TOTHE EXISTING k Fl h ----- 5'I(prXk E k E E E SIGi� / SHOP ING CENTER AT _ '� _------rt-- -- - 1 WOR H CROSSING E h f 25' MAX. FRONT SETBACK - ----I, (P) N f f f t E E (P) ' OF v f E k k f f f k • - k f . 12 x20 d PARK( 'V E f f k f E E 4 k If f f f f f h k E k t f f E E k .) �. PARKING I k f f k f k f f --- ----- --- r--------- [MIN_-_ / �\ k E k f f E f f E f h k E t k f f f f E E t SIGN \ E f t k F E f f h f k k k h k E f E E k t k k E t k E GARAGE SIGN f1k f• k E��ON���- se--- p k E t f E E E h E t E k E k E E E k E k E f E E E f E k E k E f E k E E E E E k E 4 E k E f E E E k E f E h :• • kklN IVVL PROPOSED ° 5 f1V1 E y _k T f k f o f f h k E f k 4 k t k f E k f f f f k f E k k h f f .• --- ------------------------ - __--- � E E E f E k f f TURN-AROUNDf - _ _ _ r -� -E-�-`----- ---- /(P)STREETSIGN _ ___ - E 10'x1 U' - (P) SIGHT DISTANCE- 335' PROPOSED ��� 3' CONC. S/W R1)-1 TOP STD._TSIGN - - ¢- - --------------- - -- I I ° II _ _ 50 CG-12 ADA RAMP TAPER ' WORTH CROSSING (70' PUBLIC) --- (P) VDOT STD. (P) VDOT STD. 335' 50' _ CG-12 ADA RAMP (P) SIGHT DISTANCE = r TAPER D.B.1018 P.4031 D.B.1290 pp.395-696 PROPOSED 10' ASPHALT PEDESTRIAN/ BICYCLE TRAILWAY-SEE DETAIL PROPOSED PEDESTRIAN CROSSINGS SHEET 6 AT INTERSECTION OF REGENT STREET & WORTH CROSSING. DESIGN FOR I PROVEMENTS SUBIECTTO DOTANDALBEMARLE COUNTY REVIEW & APPROVAL PROCESS I TMP. 46B4-05 PETCHEL, ROBERT G OR KATHLEEN 0 DB.1685, PG.014 I�L. ------J1L - - - - -LILT- (P) VDOT S \ WP-2 MILL &OVERLAY DISTANCE TO NEAREST WITH ENTRANCE INTERSECTION (12' x 200') (PROFFIT ROAD) = 435' _ (P) VDOT STD. - - - CG-11- TMP.32-36EO LIGHTHOUSE WORSHIP CENTER INC DB.3863, PG.1544 PROPOSED EMERGENCY ACCESS CONNECTION WITH REMOVABLE (P) VDOT BOLLARDS COMPATIBLE WITH KNOX STD. CG-6 BOX LOCKING SYSTEM TO ALLOW ACCESS FOR EMERGENCY VEHICLES III ICI � � III TT P.32-36G0 (P) VDOT STD. LIGHTHOUSE WORSHIP CENTER INC WP-2 MILL & OVERLAY OB.2664, PG.033 FOR UTILITY CONNECTION (30' x 30') 20 _- -/ GRAPHIC SCALE 0 10 20 - 40 ( IN FEET ) 1 inch = 20 ft. =TT IIN SCOTT/R. CI?LLINS'Z Lic. No. 035791,a 510/28/22 `�4 ,SIONAL 11 N O N � w N i a m N o C 0 O O 0 Fz 0 C LuICY) I� z� N 0 ® CY) z N O i J a a � > /O�-tlt� v' W 1 Lu O N F J 0 W Q C Z z to (^ LL O U) LU i n L9 o z J -.1 d t � z N UU O Q n WY Lu J / _� Lu Lu 0 Q o ul Q 0 0 F- O 0 z Z w O W W NW � Z /L/L� �/ J Lu F- a- o W Q O n Q a O C: N O U x U w J F a N U w _ ~ w E O K w I o o JOB NO. 202199 0 SCALE 1 "=20' 0 0 a SHEET NO. n N 3 \ c NOTES: ¢/ oNE IN ^M \ 2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING \IN FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS W ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE \ DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION- cu m IN 2. A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE \1 \ 1�10\1Xr KNOX BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. O \ E m ORTHFORK PS1 4 S. NorthFo kRPS- Top 53 26 51 .12' 10 51 EXISTING 18" DIP SANITARY SEWER 3 m VAR. WIDTH SEWER L M SS.Mh. Top=545.21 SS.Mh. \\ 10=539.16 Top=538.�4 m\ 10 553227 \\ IN IN conc SS.Mh. 241.4'of 8"Pvc @ 1.10% _ tolp=536.70 80{ 8 �� _ Aprox.Sa� 11=536.50 IN D.B.3522 0� D.B.3522 f f f k f (P) FIRE HYDRANT f E E k �•� F« k« E E k f ASSEMBLY & 6" G.V. f f k f f G \ -• f f [� _� E f E f E f (P) 2" T.J.&V. E E f f f k E� /• / \ m 1 °/y =' COPPER SERVICE LINE E f E t f f \ (P) 6"x6" TEE - f �« F « f « k E « « /f� •� \ m ; 0y1 k f f k f 1 " G.V. ` -6 -� �.•_ « k k f E k E f f j t/ \ - - 6" INLINE G.V. - « F S h. 0y - tM - - - - \ _ E « k « �«_�.�- / Toop-532.26S-1-6 m F\ -_ -E f f k E o (P) 6" 90° BEND - - - - -=f E E f �� _ _��E k f f Sh51f=524.07 \\ \ °yF E-f f k f E k fr = 6.52 /- 3 - = -• - f-f k E k P) 8" go' BEND nv 51 + m (P) 8"x8"TEE = E f E E /� / ti CASPIAN LANE - k k `,� F _ _ _ 3-8" G.V. / \ - - ORTHFORKRPSi-6 - 28' PRIVATEE AES M 6 D.I. WATERLINE �� " _ - ( �M - 1-8"x6" REDUCER P) 8" 22.5 BEND - �P) 6 go' BEND o wm 1 F _ EASEMENT) / o - (P) 2" TYPE K COPPER " D.I. ATERLI E M�M� �/ M� - - - - WATER SERVICE LATERAL M ; 56 = NORTHFORKRPSi-5 @ o x " x \\ Vl�� b m TO REMAIN k f r `«F« kkff 16UNITS f E k E f E f E 9,710 SF 1 E k f f • f __ k f f E k k f k E f f k F k E E k f • L__ f f f I k E • ' E ° . -- - - - -i -- f E ' w(P) 6" PVC SANITARY F f SEWER LATERAL k E I E E r I E f E -� E f f-------- f E k E « « f f 4 f VAR. WIDTH ACSA UTILITY EASEMEN- , f E k! f E f k f D.B., PG. E 1 f f I f f k f E f J k f f f f E f f E e ------------------------ f •• D.B.1121 pp.33 -338 F I A D.B.1127 P.337 plat) k E F MH1 - ---- 1 f I f E k E t EXISTING 8" PVC f i f F F F t F \� SAN LAT ELEV. SANITARY SEWER f f f f « f k f f E E E E ` 522.00 (27 LF @ 30%) f k E f f k f f f E\ 4 -- -- k f k f E S f f E E f E E E f f k f f f k E k E f f k f I f k k k t f t f f E E E k f k f 8 C.O CONNECT EXISTING SANITARY SEWER TO PROPOSED MH-i (P) 8" SDR 26 PVC wv. 00000p SANITARY SEWER s-GE- _ GE s UGE UGE GE-UGE UGE L UGE-UGE UGE UGE UGE _ t,.S TEE ; 1 O s M (P) FDC LOCATION\\� I (P) FIRE HYDRANT 8" INLINE G.V. " (P) 2" TYPE K COPPER \ \ yQ l (P) i.5" WATER METER IN VAULT ; = - ! , 8"x6" TEE 6" G.V. M ro \\ WATER SERVICE LATERAL w I S h hFork -1-5 s I EXISTING 18" DIP 532. \ (P)1.5" WATER METER \\ i m 1 i (P) 2' TYPE K COPPER M M r SANITARY SEWER 1 0 515.09 (P) 2' T S 8, IN VAULT \ WATER SERVICE LATERAL ; TO REMAIN = 04 2" COPPER SERVICE LINE l ; P 6" D.I. FIRE LINE ; \\\ ---------- -r---- ----------r----------- b (P) FDC LOCATIO _ (P) 8"x6"TEE PROPOSED (P) FDC LOCATIO 3 I i i -I ° E E E (P) 6"x6" TEE----- 1 1 _I 1 1 6" G.V. \.. \:o. MULTI -FAMILY (P) 6" D.I. FIRE LINE `---- _i -I i i \\ 6" D.I. FIRE LINE BUILDING #11 i •' i I 1 1 1 I 1 I 1 I _ �____---i--- \ 8 UNITS 3 I ---- 1 ---'--J------ ----- \ (P)1 _-' \\ J �_ ----- - r PROPOSED I S' WATER METER IN VAULT- ' 1 I 4 865 SF I i ---------------- I I (P) FDC LOCATIO 1 1 MULTI -FAMILY SAN LAT ELEV. \ F t . 521.00 (179 4.7%) ---- ; li BUILDING #4', « 12 UNITS (P) 2" TYPE K COPPER (P) 2" T.S.&V. \ « k (P) 8"x6" TEE SAN LAT ELEV. i 7 305 SF WATER SERVICE LATERAL ; 2" COPPER ICE LINE >\ \ 1\\\\ m b a O " go' BEND 530.00 (958 L @ 9.8%) P) 2" TYPE K COPPER P) FIRE HYDRANT p \ 6� 6" G V. F ( ( \ 8" INLINE VALVE ; P 6 I i WATER SERVICE LATERAL : 8"x6" TEE, 6" G.V. q P \ - 1I -___ I (P 6" D.I. FIRE LINE o•v •• • m.o • ' � INLINE \ 8" G "G.%V. //--'' s•o�s \���\�° '_P)'6"TEE cm c� .M h. 6GV TE SANITARY L_ \LEASEMENT E k f ---- E E t E f k f E f f E - < PROPOSED A E f k k f f IF } « k MULTI -FAMILY k k E� E E F 4I f f k ♦I k f f f 1 f . E E k 1 k f E f k E E k i f F k f f E f BUILDING #2 E k / 1 f( k f k k k f E f f k i f k f « k f k f f t k « It k f E F f f E f k f k E k k E E f F < « f k f k k k f E f k k f k k E } f f k k f k E E f E « u k f f 41 f f k k E k E 1 f f 4 E k f E f + k f f k E k k f f > E k f f E f k f E f Approx. an. S wer Esmt. f f e III III (P) AREA OF UNDERGROUND_ - - - - ELECTRIC RELOCATION 6" PVC SANITARY SEWER LATERAL M M M (E) 8" D.I. WATERLINE m UGE s s (P) 6" go° BEND 11 F (P) FDC LOCATIO _ (P) FDC LOCATION ' E k (P) 6" D.I. FIRE LINE 11 E n f E 1 (P) 6" 12.25° BEND - f • _ ---------------- PROPOSED MULTI -FAMILY E « f E BUILDING #3 --_!- 10 UNITS t f F 6,105 SF F F t ll "'--PROPOSEDII ------------------------ s« « klf k f 1 E MULTI -FAMILY _--1-_--- F EI« F F BUILDING #5 111 f flk 10 UNITS 61105 SF___-' --_ VAR. WIDTH PRIVATE SANITARY SEWER LATERAL EASEMENT --- --------------- (P) 6" PVC SANITARY - - ff d E f1pIF« SEWER LATERAL «--�"---- k - (P) 6" PVC SANITARY_ ------ -- f k f E SEWER LATERAL E E E I4 f k f E - Ik SAN LATIIELCV. •- « f f E f l f F E E e k 522.00 (171 LF @ 42%) k f f f k k 1 6" PVC SANITARY SEWER LATERAL f E E f f E E f E f 1 f t o SA'N LAT ELEV. EE, 521.00(21LF @ 33% «k,E<Ef kEf f f ml s 7��22.5* (P) FIRE HYDRANT 8"x6" TEE, 6" G.V., BEND, & INLINE 8" G.V. M M CONNECT TO TO EXISTING 8" D.I. WATERLINE WITH 8"x8" TAPPING SLEEVE AND 8" GATE VALVE _ U E.. UGI. 5 S JNDERGROUN ELECTRIC LIN M - a o T=529.25 \ aE �I 522.46(W Upper dl 517.16(W Lower \ \ \\ \ I I=517.02 ;m �><-''PROPOSED m\ \ MULTI -FAMILY m \ \ BUILDING #6 j \ 16 UNITS 9,710 SF 91 NUGE- \ •N �HFORKRPS1-7 \ \ To 516. N VAR. WIDTH ACSA UTILITY EASEMENT ,--' \\ 116. \ N D.B. PG. 51 ° NorthFork PS-1-7 j \ To 528.9 Shelf25.7' c' ,SAMLATELLEV. Inv=5 + @ 0.5� 522.00 (23 Lk @ 27% - - EX H5 / c i Top=527.52 = 516.38 / 8r / Jew 10-516.14 t � �g �5 UGE�UGE� 5 _ WORTH CROSSING MH4 MH3 - CONNECT PROPOSED SANITARY � W V. �C �s S s _---5 S SEWER TO EXISTING MH5- fh a. (P) 8" SDR 26 PVC M 'SANITARY SEWER (P) 6" PVC SANITARY SEWER LATERAL EXISTING 6" PVC SANITARY ; SEWER LATERAL TO BE CONNECTED M TO (P) MH 3 (E)UNDERGROUND ; M ELECTRIC LINE M M M M CONNECT TO EXISTING 8" D.I. WATERLINE WITH 8"x8" TAPPING SLEEVE AND 8" GATE VALVE I I GRAPHIC SCALE 20 0 10 20 40 ( IN FEET c = 20 ft. II SCOTT/R. Cn�LILINS"ZI Lic. No. 0357911a 510/28/22 `�4 ,SIONAL II N O N � W N i a m N o C 0 O O 0 E 0 c C L 3 n N z� N 0 \' ) z N 0 i J a N CD n W cy) W O N J 0 Lu Q C Z z to ILL. 0 W i a I--- 7 C L9° z J �J/�/ LU d t o O F- W LU Y \J / W w 0 0 E Ul C O 1-- O 0 Z W w w NW Z 0 W Q 0 w Q O a O c:)x O U m u w J r a N U w _ ~ w E of m w � u JOB NO. 202199 0 N ° SCALE a 1 =20' c 0 rn c SHEET NO. n N 4 N m' 5 6' 1 10=539 83 v 0 I o 15 Stm.grate @ 0.46% 67.g'of 24„ Tap=54 .30 I HDPE 11=540.8 @ 0.58% 0=540. 1 \ Stm.grat ' y GAR:530.75 ----` 1 f k 4 17 E�E f k f f r 53 2 E f F 3.s% s3o. 2.1% 9,71Q 11 \ ' (°� ' v. J f E 8.4% 4.7% k f e f E « E f f k f 529 9 ! 1 , ` \ \ _ 29.9 1 k 1 531.7 a w Z o I 3 c f E f I 3• '\ I `00 II J Z N _ ________ ❑ f « 1 _I \ •. \\ \ I W m 5� 1 k f f 1 --- _�- F k E 5.4% 530. 2.1 F k E z.l% FFE:533.42 1 \ \ \\ I 0- 1 o r s31.7 FFE:532.50 \i f k E z97 z 6 i -.k f 4 «I' GAR: 532.75 PROPOSED \N ` ' 11 E E f FFE: 530.75 �__-- ; __-- FFE: 531.42 > f E I E k k p _ ; GAR: 531.83 \ , \\ \ I \ \ ® W 1 W n f F k E t GAR: 530.08 E---- ----- ! GAR: 530.75 k II E E ' _MUL a-FA1V�fLY 3.6% s3o. �O z.1% ,� ,� \\ W '� _ n k ` f 3.8 - I 8: % PROPOS1ED S+ k k 1 f ` F t __- BUIL',DING #5 \ `TZ 531.7 '- \I ,, \` \\ I = 1 ~ Q ° 529 4 29.3 - A f f E r -' ; U% \� \ , , , \ I - uc[ O z u� M JLTI--- ___ I f o 1- 4.9% 530:. za% ,,'W r Z k MULTI -FAMILY 10 UNITS �` n o .� -..------------------------ VJ - - E f k f F 1 __--\'-°^-� J L cn BUILDIN #3 f k 6,105 SF m< - W Q 3 .a% w 5. E F E \ m 531.7 1 FFE: 532.75 1 \� \ FFE: 531.83 \ V f E w 52 1 W L) �-. 29.1 10 UNITS « I« «I I !� Z f ; n\ GAR: 531.17 \\ �.x i _____ U H t GAR:532.08 1 E E I f • FFE: 530.75 i I Q 61405 �F FFE: 530.75 F f f 1 .� m!n / � � GAR: 530.08 r---- 5 ----' I GAR: 530.08 f I f f IE 3.3% s3o:7 \ z / F � z W 15 E N 7 ,-1 / U Q C;6 o f E E 7.1% J s. \\ _ - Qy n k f E 528'8 W Q W 28.8 f « I «' 1 3 \/ \ I J k f f 4 3 vi I« /\\ X>< f F f E 1 \. 1 LU f f F f k E f W Q « f k e ` _I- 3.S% 530. 2.1% ///- \ c Y L E F f e k E 5 1% p d W f E E k E« k k '1 \ FFE: 531.17 , 5.1% FFE: 532.08 s °° o 528.5 2CC)8.5. wE«k«E«E Ef 1 GAR.530.50 ,. 1 W = FFE: 530.08 ---- CV --- FFE: 530.08 a 1 I J \ f F f F f k f • ----- ; - - k E F flf F f l k v GAR: 531 42 1 2.1°�j 530. s :7. ``\ \I' \v: / : / / 1 1 f k f E E E « GAR: 529.42 ---- GAR' 529.42 Y11 k \ �. I Ln f 0 f 528 2 28.2 -------------- o---------{ - « 1 E f f F kI « F FFE: 531.42 p' \ 1 i s 9 / 4 f k GAR: 530.75 z 6 s3o. \ / - f ! fFfkkl k ffkfk s 111 7(529\`5 531.7 PP3�/ s /, W O w ! 4.7 / 4. %: ! D B 1127 pp.3 -338 40 I I FFE: 529.42 z9 f W w 4127 P. 7 plot) f f ----- ----- FFE:529.42 wa E E E�E f E /' z GAR:528.75 ---' ___- f sz9 seP w f E k f k f t E i GAR: 528.75I- E U) Lu _j J E k f 4 f E f E f k k C k f f f E • ;.' 527 6 6. % >. �f E k E I f 1 f k k=E=k F t E 3 527.6 f t f F f k k f t P - UGE/ J o f E fl f k k f f E k E E f E 1 k f f F f k« f E f f E k f k k« y - U l- - fha• W ° �o � d • O $ UGE �UGE��1J --UGE 3 UGE. J UGc n f E « « E E E f k f f e H 218. 'of "Rcp. \ UGE-UGE-uG=- 5 �5- @ 2. 6% _5 5 _3 0 38. ,. 8 UGE UGE UGE uoGE 9 5 I-IGETE6 -: 5 5 s ZHop--- - - - - -- - - /N CD wv. _°°° � �cE S cE 5 ------ - _-~-ANEW11 _ - ; PROPOSED 20' PUBLIC - r O o m 1 UGE-UGE- GE-UGE UGE--UGE-UGE UGE-UGE UGE GE U 3 12 �� \ DRAINAGE W 10 WORTH CROSSING w a 2 / 4 M/ w / w ; PROPOSED 20' PUBLIC � _ M M M � = o DRAINAGE M M 0 M M M M M M M o In JOB NO. � ilL- I �.I ICI I�I I�I I�I III o O� GHE \\ o' \ 13 s �_°ter TH 0F� EXISTING WALGREENS UNDERGROUND DETENTION TI p=541.55 m m �� 5P �/ ti° SCOTT R. LINSZ I 0=538.Stm.N) � \ �o��r U LiC. No. 035791 a o O 10/28/22 �R � � w SYSTEM Stm.Dl. \\ 1 `00"SIONAL �� l w O A m w Z PROPOSED VAR. WIDTH TEMPORARY- \ ASEMENT m Stm.Mh. _ __ 24.0+/-of GRADING AND ACCESS E \ 15"HDPE 70 w conc Top=545.14 - _ StmAh.To 542.30 Oof P \ m hz � baffle=541.67 _ - - P= 8" \ 0 842.72 11=535.23 48" NOPE A - I-538.69 0-535.2 18' 0.4 \ 0 11=9 63 � _ _ P= ( @ o ce t /- Stm.grate 54� 10�38.81 \ Y Top _ S .rate W. o TIE INTO EXISTING 2 _ - - 9 / 0 61 A4L28(6") - - p0P503 Burle 15"HDPE z ° STORM OUTFALL PIPE EXISTING ALBEMARLE COUNTY 10--54,Q.76 12" - _ - / =53 3 \\ s z c ( ) - / ,5349 ° 0=53 .1+ - 0 ° \ tt - 37. 3 5.96%+ - Mh 0 MANAGED STEEP SLOPES 9/ - _ - 4 0 0 _ _ � 0,534 9 f � cJLu ° Top-54 Oof - _ _ ; , StmMh. O p O o o \ E 11= 36.76(8) - ------ 538@7O>g Stm.Dl. 80A 15��V� �o p_533.30 m Top=534.43 = =o / / 5 9 79 Top 545.36 9 @ 1' 539.71 r 5-a9 \ O Q L yF o -- - 10=539.79 33 ;=539.71 _ l ��/ s' / TIE INTO EXISTING \o o w 5"HD PROPOSED SEGMENTED f E E k f �' - STORM OUTFACE PIPE STORM OUTFACE PIPE "F Z wLn I V,ot PE / k TIE INTO EXISTING \ \ \ o In Z EXISTING - f RETAINING WALL (MAX HT.-3) 30 3 \ MANAGED STEEP ASLOpEOUNTY \ O o co 3 1 E k253_0 PROPOSED 20' PUBLIC DR EASEMENT (TYP"� w °vF H ❑ o 34\\ \G z CASPIAN-LA � 27 s3aas6 s3 . - - - _ 6.©s � �� m 5 Lu - _ r _ I_ (28' PRIVATE - - I=EASEMENT) � ------�=_-- M\\ ' ',1 -13 tie z o M 21 524.8 525.4 6.0 5z6.6 - 62J:� _ :527. 528.3 5289 / - - - _ - = - - - T 535.7 .f \\\\ 6.9% 3.6% 8.1% 4.8% 5.2% 2.0 - _ 53�.4 533:8 i'\" M \ \ m �3 -o PROPOSED ADS NYLOPLAST 3. z.z% 2% 5 535, a.1% o YARD DRAINS IN 53583 PRIVATE $ 3.3% - 3.9% s 5.6% _ x FFE: .\ \ N DRAINAGE EASEMENT (TYP.) f " `• °€ GAR:535.17 \\ F 20 M M - M "� F 1 za%. 0 � o I I I I ! \ o • � • ` 1 \ 531.7 � \\ \\ u\y 3; E E------------'------ ---- ------ '----- • z.i o ' \ \.. rt---- r------ ,-� PROPOSED ADS NYLOPLAST FFE: 531:7 I PROPOSED FFE: 527.92 FFE: 529.25 FFE: 532.75 _____ 3 - - 1 ,, \ YARD DRAINS IN PRIVATE FZ FFE: 1�lULThFAMILY \ s31.7 \ DRAINAGEEASEMENT(TYPJ - / ry GAR: i - FFE:535.17 \ W GAR:527.25 GAR:528.58 GAR:532.08 `---- - y E E GAR:526.58 ! , i 1 � I I I I i PROPOSED 3s% I 1 1 BUILDIING #4------------------------'----- '�}\ 2:1% GAR: 534.50 \ ! 531. -- \ \ \\ \ \ c MULTI-FAMIL 3 I - ------ ----- -- r2U9V1TS I31.7 a \ E ` '!BUILDING #1 19 - .° - 1 7,301 SF I FFE: \ �� �^L9\ E 1 1 4.9% ' ! \ o m s31.z I FFE- 537.33 i - I f I 8 UNITS I ! I I FFE: 536.67 I \ FFE: I FFE: GAR: s31.7 4,865 S ' o . FFE: 532.75 ! l----- FFE: 534.67 ! I I GAR: 536.67 i ` FFE: 534.50 z r---- GAR: 534.67 GAR: 535.33 ' GAR: 536.00 ! ; GAR: 532.08 GAR: 534.00 _> GAR: 533.83 \ m o W m CIO 2.1%^ o •. o >° 53531.7. w \ 1 N / • « f E f f k v v 0.Epk f f k f f E E e k 49 0 I £ 2 / / ,E ! %j \ \\ \\ f f � ° k �E 3.9% I 1% � \ � � N 18 FFE: 532.08 1 ----1 530 3 o I \ 531.7 FFE: 533.83 /\ I J a 1 • GAR: 531.42 ----- GAR: 533.17 1\ �E' \ I n f E f 530.J 2:1 1 N > P�OPOSED 16 CD _,, � o ` « �E « IE E E f E f E ` MU TI-FAMIL s3oa 1 531.7 '' P�20PC�SED '' \ I Lu 0 BtfLTifittG #2 I. I ___ __ \ MULTI F MILY W N f E T f k « « 1l6 UNITS 3.1% 6. % E ' « FFE: 534.75 s:a% s3a:7 2.1% BUILDTNP #6 \ I_ N ~ EEI E E E\fl f E �' E « « E « E « •v v ! 530.2 530.2 f ` E E E > GAR: 534.09 11 1.7. / 1 6 UNIT FFE: 533.17 \ k EI E « k « « FFE:531.42 9,710 SF ; FFE.532.09 'f ; UNITS f E E` E f f E f E E E k f E GAR' 1 4 f f 1 \ \ c L± GAR: 532.50 k k f E t k V PROPOSED ADS NYLOPLAST I« E « f « E E YARD DRAINS IN 5' PRIVATE 1t « « DRAINAGE EASEMENT (TYP.) IE E f E k k f t E 1 E k E k Q} t k f 1 !iI['flJµj llll f k E e J f f 5 « I E p k E E f 1 tl 11 f f 4 �Irl t f k I E E + Ik f k f k N E E f « \ � k f f k Approx. Ian. S wer Esmt. k�fDE E 41 E f f f k fa E E k f f f « E E E E f t k f f f E F E f f E f f E F k t f « 1 f t f « t k f f E « « E E f k f f k E f �E k k f f E E k« E ® E f E f E E t k f E f f E f t Im k f F « E f « « f E5� E f E f k E f f f E « k f E f E t E E E E E « f k f k f f f f t f E k k E E f « k E f k f « f E f f k f t f f k f E E f k E f E E « f E f E f f k E E F f k II GRAPHIC SCALE W �\1 20 -0� 10- - 2^ 40 IN FEET c = 20 ft. 20z199 SCALE 1 rr=20' SHEET NO. 5 ,.L GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY GENERAL CONSTRUCTION NOTES DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAM/ MAY NOT ACCURATELY REFLECT DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF VDOT UNLESS OTHERWSE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. NO7ED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCT70N. INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J:1 OR BETTER ARE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. TO BE ACHIEVED. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 7HE COUNTY ENGINEER, OR DESIGNEE, IT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM 77?AFFIC CON7ROL DEVICES 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND 8. 9. UNLESS 07HERW)SE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WIN OSHA STANDARDS FOR THE CONS7RUC770N INDUSTRY (29 CFR 10. PROPERTY NUMBERING ORDINANCE AND MANUAL. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER OR DESIGNEE THEY ARE PART 1926). DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE PROPOSED TO BE STATE MAINTAINED: CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. MATERIALS. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND DRAINAGE: THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15)INCHES AND SHALL BE PLACED IN ACCORDANCE INSPECTION. WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. COURSE. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS PAVEMENT: AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 1 " SM-9.5A TOP SURFACE COURSE OF -�4" CURB 2" R 3" BM-25 INTERMEDIATE COURSE CInF AI K nYrlrw RrnumFn, VDOT STD. CURB A DROP INLET (DI-3) -r 6„ 3• MIN. L VDOT 51D. ROLL-TOP CURB SECTION SEE DETAILS XS-3A AND XS-3C NO SCALE SECTION 6- NO SCALE (VARIABLE WIDTH) MIN. 5' A 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE 2" ASPHALT PA" SM-9.5 PAVEMI 6" AGGREGATE BASE (21A STO COMPACTED SUBGRADE 'Ir) ACDLlAI T CLIADCF1 I ICE- 0ATL11AIAV NO SCALE Face 7" V - \VDOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER &CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. of Curb Invert Line �6in- R1ft3in zin 18 in e I R1ft6in 11 I 1� 4 a` d° ad Qe Builder's Option: Area may be concrete. Bottom of curb may follow slope of sub -base provided a minimum depth E Of 7 inches is maintained. ftoin ftoin ROLLTOP CURB Face of Curb Invert Line d26 in6 in I R1ftRi6in 2 :4, ftA:: m _ d' � Builder's Option: Area maybe concrete. Bottom of curb may follow slope of sub -base provided a minimum depth Of inches is maintained. .N 3ftOin DRY ROLLTOP CURB 6" COMPACTED AGGREGATE �0°8 �° ��o°B , 00 BASE COURSE, VDOT #21A o8 °o ooc�° 00 08° 00oc3° oog° ooC� g° o0 OR 8 DEPENDING ON ULL11MAIE TRAFFIC LIMITS D / AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - TRAVELWAYS NO SCALE 2" ASPHALT s" VDOT 21A STONE BASE 6" COMPACTED AGGREGATE oZ 0 2 dw ooZS� o4iZ ooZ BASE COURSE, VDOT #21A °M o0OR ULTIMIB DEPENDING ON ATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT Ex. STONESUBBAS COMP AE CTE SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 6" VDOT 21A STONE BASE TRIP GENERATION SCALE: 1" = 100' TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 3oTH EDITION. CODE zzo WAS USED FOR THE DEVELOPMENT PROPOSED 72 DWELLING UNITS ADT RATE - 7.32 VPD PER DU = 528 ADT (264 ENTER/ 264 EXIT) AM PEAK RATE - 0.46 VPD PER DU = 34 VPD (8 ENTER/ 26 EXIT) PM PEAK RATE - o.56 VPD PER DU = 41 VPD (26 ENTER/ 15 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design CBR SSV Dr Surface h a Base b a Sub -base h a Dp ADT Private Alleys 528 2 1548 15 15 12.33 SM-9.5 1.5 12.25 BM-25 3 2.25 121A 6 10.6 113.73 TYPICAL ROAD SECTIONS NOTES: NTS 1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. z. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. ROLL TOP CURB T OR CG-6 /SEE PLAN SHEETS FOR LOCATION zem CURB & GUTTER TRAVELWAY -11 - ROLL TOP CURB E OR CG-6 1.5" SM-9.5 ASPHALT SEE PLAN SHEETS TOPCOAT FOR LOCATION B' COMPACTED 3" BM-25 CURB & AGGREGATE BASE INTERMEDIATE COURSE CUTTER COURSE TRAVELWAY 28' PRIVATE ACCESS EASEMENT TYPICAL PRIVATE TRAVELWAY SECTION WITH NO PARKING (28' WIDTH PRIVATE ACCESS E.4SEffE1VT) 20 MPH DESIGN SPEED NOT TO SCALE ROLL TOP CURB OR CG-6 /SEE PLAN SHEETS FOR LOCATION CURB & GUTTER TRAVELWAY -11'- - 1.5" SM-9.5 ASPHALT TOPCOAT 6' COMPACTED 3" BM-25 AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY 6" VDOT 21A STONE BASE F`]SA�I GIB 28' PRIVATE ACCESS EASEMENT TYPICAL PRIVATE TRA VELWAY SECTION WITH PERPENDICULAR PARKING 28' WIDTH PRIVATE ACCESS EASEff.E1VTJ 20 AfPff DESIGN SPEED NOT TO SCALE 6" VDOT 21A STONE BASE iCOTTIR. Cb'LLINSZ Lic. No. 035791,a 10/28/22 M ZM N M I N W N N N W> LLI J J U)ll>^ Lli zz: LU _j W LLI Ln W ZUj � U) JW tY Q 0 0 O O N U LU) a JOB N0. 202199 SCALE AS NOTED SHEET NO. 6 LBIENCH PSI GONG. BASE SLOPED TO FLOW oANNEL 1/4" 1' MIN ` �� , �, BRANCH 12" 2" FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL F- BE CORED AND A FLEXIBLE llyy CONNE CTION " BOOT " o yI INSTALLED 1 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NITS FIG. S-1-B FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA -'o' 1'-0" MAX RUBBER COATED STEEL STEPS CAST IN PLACE - PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS - MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO OUTLET SHALL BE 0.20 FEET. - DEPTH OF FLOW CONCRETI CHANNEL TO BE 1FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT OR A SMOG TRANSITION OF FLOW BETWEEN I NLET & OUTLET PIPE SHALL BE =1 IOVIDED. '�- MIN. 6" BEDDING T_ NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE o �' 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 27 1/2' DN [699mm] 26 1/4- DIA [657.] _ 24' DIA M� [606mm] 2B 7/16" DIA - [722mm] 36' DIA FRAME SECTION (4) 1- (25 ) DIA HOLES SOON LTZCl clE.(�4mm) DIA 2- (51 1 LETiEpS (RECESSED RUSH) � [29mm] (2) cwsm 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. INING RACKFlLL SHALL 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL CONTAIN ROCK MATERIAL ER THAN 5" IN ANY BE CONNECTED USING A PIPE SADDLE. SION J. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4- PER FOOT) �1 AL BACKFILL+ ALL SEWER LATERALS SHALL HAVE A MINMUM COVER Y MIN EMBEDMENT fD]MENSION B"MI4. LIFTS) DIAMETER OF 4'. HOROUGHLY COMPACTED SPRING LINEY HAND ORAPPROVED 5. ALL SEWER LATERALS SHALL NAVE A MflJIMUM COVER OF PIPE ECHANICAL TAMPER OF 3 FEET. NO, 68 STONE NCHING SALT TREATED DING 6max 4" min FlNISHED GROUND MARKER NDATION ($HALL BE UIRED WHEN SOIL DITIONS ARE UNSTABLE [36mm] MAIN \_(2) CORED PIL9 s 1 ,/S- (29mm) DR 60SS 7' [176mm] OR1 1/2- ze' C66Dmm7� r L^m7 1/4' 1. DW NECGRENE GASKET [79mm] 66 D6mm7 2r OR [66amm] 25' DN [wsmm7 0.0. OF G�SI(ET GRGWE SECTION PLUG END OF LI NOTE : SERVICE LATERAL 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE SECTION BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE TI IRON PIPE THE BOTTOM THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE UNE WYE-TEE PLAN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 ACSA GENERAL WATER & SEWER CONDITIONS (SEPTEMBER 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 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, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NOLEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL 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 THE SEWER LATERAL 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. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE 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. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. V) z O Vl H W w SCOTT/R. ClltLLINSIZ Lic. No. 035791 z 0 F a uU U) w C) z 0 N w 10/28/22 ZM N 4 M zU [ Y z Q Ln _J Q Lu 0 LLJ O J O O W JOB NO. 202199 SCALE AS NOTED SHEET NO. I+�oE '`r d II I G ole CD I FFE 546. � \ i III k E 3 /-/� h k f k III / f 2L k h f / �- E k �a t f f k / f k E h 3 0' k DA 26 1 I Q � � \ \ �k f k f E f E f f t j✓ �� .. rjl \.\ \ _• f k E f f f � E h E E 2-../ �/ •/ k/ � / ` CASPIAN LA E _ _ I f 26 -� (28 PEASEMENT) S DA 36 \ Structure Area Cw tc (Acres) (Min.) 2 0.24 0.52 5.0 4 0.11 0.79 5.0 6 0.30 0.81 5.0 8 0.16 0.81 5.0 10 0.53 0.67 5.0 12 0.00 0.30 5.0 14 0.26 0.83 5.0 14B 0.74 0.62 10.0 16 0.39 0.75 5.0 18 0.49 0.52 5.0 20 0.10 0.72 5.0 22 0.00 0.30 5.0 24 0.00 0.30 5.0 26 0.36 0.65 5.0 28 0.00 0.30 5.0 30 0.00 0.30 5.0 32 0.00 0.30 5.0 34 0.00 0.30 5.0 36 0.09 0.56 5.0 38 0.00 0.30 5.0 40 0.00 0.30 5.0 lop 0.36 0.68 5.0 10STR 0.17 0.65 5.0 14BP 0.47 0.48 10.0 14BSTR 0.27 0.85 5.0 18P 0.49 0.52 5.0 18STR 0.00 0.00 5.0 26P 0.05 0.90 5.0 26STR 0.31 0.61 5.0 H OFD OSCOTT R. LINSZ U Lic. No. 035791,a d 10/28/22 tv4 �oIONAL 'F1 0 H- o U z d Zo W Ln 0Ln O z � 3 O co m u > U 3 ^� w z c K g s u � o ^� J N a o LL W J i F- GG 0 Z ° DA 16 _ 36 4OF °f n � DA 20 \ 3 - - - _ \ o ' --- °• b. DA 26 -----,� ---- J- III , \\ g, r \y N�FE: 535.83 \ CDR: 53.I I� PIPED ----�----- 'PROPOSEDI F 2 9.9 FFE:532.7 28 MULTI-AMIL� 5A27. GAR: 526.GAR:527.25 GAR:528.58 GAR:529.25 GAR: 5326a � 345058 BUILDING R:O ° PROPOSED --J2 UNITS ------_-J MULTI FAMILY ----------- ----- ---- --- 2 7 3 d E f BUILDING #1 = DA 1 4B nL9 8 NITS I FFE:537.33 FFE:537.33 / J FFE: 536.67 « FFE:535.33 FFE:536.00 GAR:536.67 GAR:536.67 co I 5 SF FFE: 532.75 - FFE: 534.67 E: 534.50 \ f k F---- GAR: 534.67 GAR: 535.33 GAR: 536.00 PIPED � GAR: 532. GAR: _>\ GAR:533.83 ` o - OY CV I � m f k E E e E E k E __ yI I �} f k 1E� E k k f °p : - . •. • \� . • ///� . V O E t EE tE E _ DA 18 k f f E E k • ...°• . '.° .. •e• , e .v . • ° 9 •e ° \ iI O ® � 3 f E E k f E E f E f f f E f E FFE. 532. . . ° a; A B \\ E:533.83 I a ---- f f t k f p .°. • • e o s ° \ GAR:531. ----- e 16 9 D 14 �R:533.17 1 Q PIPED CD \ \ / f «k Ekk« dEI k E«f fF (I / _ o f f.. f\Et ...kff - ff Efk F`i Efkt ftf kt fkt k fk fkk« ffk« tkff kk«f kkEk •° I • •..j EE f ff «Efk !E k« °°v I\ 'P9O,7OlS�Er\ \ RI...°\ s �. WW `CQ�VV1 WP --- R MULTI-F�N FFE: 5-QUH-OINO k- FFE: GAR: 16 UNITS UH�) FFE:532.09 FFE: 533.17� 5---_- ----- I---- 531.42 0 :532.50 w�OGAR: 530. _jN t E�ff k f • \ I k k f f f f f« k f f f f E E E t « k k f f t « k f f MpPOSED • k k f E f I\I //// \\ • a \ 1 f f k E t f E E f f ____ f k f E f f f f f t f « f f I�^I I1 T nn I __ ___ �IVF-I�'FAMILY _� E k E \ f hl k« f f h k k f E BI ILDING #2 FFE: 533.42 �fktE «F E Efkf« k k E Etk Eft f f Ekf EEE f k Ef°f kk« k tf «E fk kf E < f< tk f kk Eff k fEEEt E« f f ktf f f E Ef Ek tpf kk ffEff Ek ffk fkk kJEfk`f kEfk ff k k Eff4E fE k�f`ff k/•« f f EEEkkk f t kkk fk Eff •°'°•.. p ° � I---- C _--- �I�'' 8 _ • •' v•_ fEk EEk« f« kff« Ffkf k f «f f E « kkt« fk °E • •^ ° OL \\ \E�\ \ :5\/A3/2.50 o 6 UNITS GAR: 532.7 \DA 10 R:531.83DA 14 FFE: 530. FFE: 531.42 \ O )\ y �W GAR: 530.089,710SF-- DA 6 DA 8-GAR:530.75 Iy- I 1 V QPIPED PRPOSED 2 I�'\2OPROPOS k Fo _____ VUL� TLw I« ULTI-FAf°rnr _ L9 W 5� DING #5 JR: 531.83 � (_4NLLLD BUILDIN rz < < k FFE:530.7 f- 10,UNTFFE:530.75 GAR: 531.17 -LZ G wGAR:530.0GAR. 530C) O J J1 •Q �� w FFE: 532.E: 531.17 R530.50 W ..LLL o 4_ FFE: 530.08 GAR. 5312' FFE. 530.08 3.1ia�dO4N__] N ---- GAR: ' 6 f GAR:529. I k k E« f __ / ,_ / 0 1 f k F t \ f f f k f k E E E 4 f f k f f f k k E k\ •• .. k k E f f • � •• f f k E k f • e. _ \ C f •� • f •° .° E f f« t t f E E k F f t k I\ U1 14 \\ c2 \ ______ ------_.I _____ e f k f f E I I O Z E-------------------- IFIFE: «f k « k FFE: 531.4� F- W k f f f �� t k /E' f «f DA 2 t «h',`«kf`fhkk GAR:530.75 I1 14 / O Z w FFE: 529.4� -----' ----- FFE: 529.42 ---.. f f k f f F E« E k f E E« , I W z -- -- LU GAR: 528. ---- 75 GAR: 528.w - k E E k k f f f E 4 E E f E I k f t k f f f E t k f F !I f E E f k f E k E f k 4 S Z 6 "� 4 k f f k t k f k 5 5 S S - WN OQ s J -5 y L < Q ° Q O L 1 2. O \ -5 �� C S ----- C) DA 10 o x 5 S 5 --- N 2 / 4 DA 4 10 WORTH CROSSING mpL y ~ ~ N W W � W � d Lf) JOB NO. 202199 0 N GRAPHIC SCALE SCALE ° /// I �i - ------------- -- -- 20 - - -0- 10- - 2^ 40 ( IN FEET c -- 20 ft. 1 "=20' SHEET NO. 7 Design Storm Year = 10 Design Year: 10 Project: Maplewood Job #: 202199 Prepared by: KKW, PE o TFi 0F���� SCOTT R. LINSDOWNSTREAM SURFACE ELEV. = CD �ZINLET WATER U Lic. No. 035791,a 16 10/28/22 �R• �oSSIONAL 'F, w z CD z w z z J O c> 0 c z N O o w J w o m a O U Z d Z O O �� w � O � � 3 Z � v r11 u > � 3 ^(^ w Z c� u � o J N ¢ C / Z o W LL J i F z ° 0 acl N 0 N � W N F a m N o C 0 O U o 0 3 O � L9 E � S rnutedflowat STR38 into Existing Z� O� > 0 04 o C z N O 1 >� Ja CV T O o Ww o N F� N WJ LU Q Z '^ o J z U) LL 0 rr^^ V) Fti `o - LLB o o z N L9 -J W 3 Q a z= CU p w W 1 J Q Y > z w < 0 w E C c 0 O z z_ Z LU O w LLI w z z w o w Q w 0 a o V > 0 O U O x N o t U o w a J N F U ~ w w E O w u a � JOB NO. 202199 0 SCALE a N/A 0 a SHEET NO. a 0 8 N t H �- 111 1 1 111 11 ®�®------_- ®- ®--_---_- ®---____-®�® PIPE DESIGN n = 0.013 Rpe Hydrology Pipe � In In W E 5 o m E � Q� U U U w V C p m c d E 3 0 � x O E E fn U LL � LL lr Rpe run: SIR 14B -UGD 14B 14 0.74 0.62 0.455 0,455 10.00 5.37 2.44 2.44 522.80 522.56 47.7 0.013 0.0050 15 4.95 4.00 0.20 14 12 0.26 0.83 0.216 0,671 10.20 5.33 1.15 3.58 522.46 522.31 30.4 0.013 0.0050 15 4.95 4.37 0.12 12 10 0.00 0.30 0.000 0.671 10.31 5.31 0.00 3.58 522.21 521.44 154.7 0.013 0.0050 15 4.95 4.37 0.59 10 8 0.53 0.67 0.355 1,026 10.90 5.20 1.85 5.33 521.34 520.93 32.8 0.013 0.0125 15 7.82 6.84 0.08 8 6 0.16 0.81 0.130 1.448 10.98 5.18 0.67 7.50 520.83 520.43 31.0 0.013 0.0135 15 8.13 7.51 0.07 6 4 0.30 0.81 0.243 1.691 11.05 5.17 1.26 8.74 520.33 520.04 57.4 0.013 0.0050 24 17.33 5.52 0.17 4 2 0.11 0.79 0.087 1.778 11.23 5.14 0.45 9.13 519.94 519.47 93.8 0.013 0.0050 24 17.33 5.56 0.28 2 UGD 0.24 0.52 0.125 1.903 11.51 5.09 0.63 9.68 519.37 519.11 51.1 0.013 0.0050 24 17.33 5.65 0.15 Rpe run: SIR 16 - 8 16 8 0.39 0.75 0.293 0293 5.00 6.67 1.95 1.95 525.00 521.53 130.5 0.013 0.0266 15 11.41 6.81 0.32 Rpe run: STR 26 -UGD 26 24 0.36 0.65 0.234 0.234 5.00 6.67 1.56 1.56 521.69 521.40 58.4 0.013 0.0050 15 4.95 3.55 0.27 24 22 0.00 0.30 0.000 0234 5.27 6.58 0.00 4.86 521.30 520.73 114.2 0.013 0.0050 24 17.33 4.72 0.40 22 20 0.00 0.30 0.000 0.284 6.21 6.29 0.00 6.06 520.63 520.42 42.6 0.013 0.0050 24 17.33 4.98 0.14 20 18 0.10 0.72 0.072 0.356 6.35 6.25 0.45 6.06 520.32 519.95 74.5 0.013 0.0050 24 17.33 4.98 0.25 18 UGD 0.49 0.52 0.255 0,611 6.60 6.18 1.57 7.06 519.85 519.53 64.1 0.013 0.0050 24 17.33 5.21 0.21 Rpe run: STR 34 - 22 34 32 0.00 0.30 0.000 0.000 5.00 6.67 0.00 2.15 531.23 531.05 35.5 0.013 0.0050 24 17.33 3.68 0.16 32 30 0.00 0.30 0.000 0.000 5.16 6.61 0.00 2.15 530.95 530.20 62.9 0.013 0.0120 24 26.85 5.10 0.21 30 28 0.00 0.30 0.000 0.050 5.37 6.55 0.00 2.15 528.10 527.73 75.0 0.013 0.0050 24 17.33 3.68 0.34 28 22 0.00 0.30 0.000 0.050 5.71 6.44 0.00 2.15 527.63 524.42 177.5 0.013 0.0181 24 32.97 5.85 0.51 Rpe run: STR 36 - 30 36 30 0.09 0.56 0.050 0.050 5.00 6.67 0.34 0.34 528.50 528.20 51.8 0.013 0.0058 15 5.33 2.42 0.36 Rpe run: UGD - IXISTING UGD1 38 0.00 0.30 0.000 0.000 5.00 6.67 0.00 8.27 518.97 518.82 28.4 0.013 0.0053 18 8.28 5.34 0.09 38 EXISTING 0.00 0.30 0.000 0.000 5.09 6.64 0.00 22.92 518.72 513.70 189.0 0.013 0.0266 24 36.90 12.37 0.25 Rpe run: UGD - 38 UGD2 40 0.00 0.30 0.000 0.000 5.00 6.67 0.00 14.65 524.75 523.75 11.1 0.013 0.0899 15 20.98 18.44 0.01 40 38 0.00 0.30 0.000 0.000 5.01 6.66 0.00 14.65 522.33 520.50 33.0 0.013 0.0555 15 16.49 15.17 0.04 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 14B DI-36 CG-6 8 529.56 14A 15 47.66 0.50% 522.80 522.56 HDPE 14 DI-3B CG-6 8 529.28 13 15 30.37 0.50% 522.46 522.31 HDPE 12 MH-1 CG-6 - 529.30 11 15 154.70 0.50% 522.21 521.44 HDPE 10 DI-3B CG-2 6 527.17 9 15 32.82 1.25% 521.34 520.93 HDPE 8 DI-3B CG-6 8 527.32 7 15 30.95 1.35% 520.83 520.43 HDPE 6 DI-3B CG-6 10 527.26 5 24 57.41 0.50% 520.33 520.04 HDPE 4 DI-3B CG-6 4 526.15 3 24 93.79 0.50% 519.94 519.47 HDPE 2 DI-36 CG-6 6 525.90 1 24 51.14 0.50% 519.37 519.11 HDPE 16 DI-3B CG-6 6 530.52 15 15 130.53 2.66% 525.00 521.53 HDPE 26 DI-3B CG-6 10 524.28 25 15 58.39 0.50% 521.69 521.40 HDPE 24 M H-1 CG-6 - 534.30 23 24 114.16 0.50% 521.30 520.73 HDPE 22 M H-1 CG-6 - 530.31 21 24 42.62 0.50% 520.63 520.42 HDPE 20 DI-3C CG-6 8 529.49 19 24 74.49 0.50% 520.32 519.95 HDPE 18 MH-1 CG-6 - 529.78 17 24 64.14 0.50% 519.85 519.53 HDPE 34 MH-1 CG-2 - 537.41 33 24 35.46 0.50% 531.23 531.05 HDPE 32 MH-1 CG-6 - 537.65 31 24 62.89 1.20% 530.95 530.20 HDPE 30 M H-1 CG-6 - 536.36 29 24 74.99 0.50% 528.10 527.73 HDPE 28 M H-1 CG-6 - 535.36 27 24 177.52 1.81% 527.63 524.42 HDPE 36 DI-3C CG-6 6 535.01 35 15 51.76 0.58% 528.50 528.20 HDPE UGD1 DETENTION STR OUTFACE CG-2 - 527.00 37 18 28.44 0.53% 518.97 518.82 HDPE 38 MH-1 CG-6 - 525.03 EXISTING 24 189.00 2.66% 518.72 513.70 RCP UGD2 DETENTION STR BYPASS CG-6 - 527.00 41 15 11.12 8.99% 524.75 523.75 HDPE 40 MH-1 CG-6 - 526.44 39 15 33.00 5.55% 522.33 520.50 HDPE TH pF� SCOTT R. LINS�Z U Lic. No. 035791,a "d �10/28/22 oIONAL 'F' w w z CD z w Z Z J O U 0 Z c Z N 0 O o U o w J � W z m N O ¢ N O x Z N ZU O U) w to _ O0� Z � v m u U) 3 ^� w Z c K g s u � o J N ¢ c z o W LL J i �_ 0 Z O o` 42 O C C N N W CD N i a m N N o O U FZ 0 c for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depthL9 for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities N NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. co Z� O� 04 C z N O r n Ja O T LU o W N QQQ H� WJ W Q c Z U) o z V' J LL O o ® W 1 `° n for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr I `o * gutter longitudinal slope of 0.001 should be used in a sump condition 0 w U 3 - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth Q - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities Q U NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. CL Z U O W 3 r J Q W Y > z� W '-' o LU LU < 0 0 ° F- O z Z W 0 w W w Z rLr/� Z VJ w Z H o W Q ° elf 0 a Qo V > 0 O U C:) x CV N L U d W O J N F U ~ W W O W u a V JOB NO. 202199 0 SCALE ° a N/A 0 ° SHEET NO. a 8A INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C 2 � N $ O O N ry N � � O N T O. � N O U 2 O) � O � � c w o o c o o m 3 $ � � o � � a E � oo m 4 o � x o � m o m E pp u m o rn a 'k � C O J C a > J ¢ U U d U d (A W m cn rn J J W d d U � 2 3B 6.0 0.24 0.52 0.125 0.50 0.00 0.50 0.0050 0.0200 2.0 0.0833 4.1650 5.85 0.83 3.5192 0.1466 0.1417 3.73 1.61 1.00 0.50 0.00 4 3B 4.0 0.11 0.79 0.087 0.35 0.00 0.35 0.0050 0.0200 2.0 0.0833 4.1650 5.11 0.97 3.5192 0.1466 0.1622 2.96 1.35 1.00 0.35 0.00 6 3B 10.0 0.30 0.81 0.243 0.97 0.00 0.97 0.0240 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 7.81 1.28 1.00 0.97 0.00 8 3B 8.0 0.16 0.81 0.130 0.52 0.12 0.64 0.0240 0.0200 2.0 0.0833 4.1650 4.80 0.92 3.5192 0.1466 0.1549 6.30 1.27 1.00 0.64 0.00 10STR 3B 6.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0200 0.0200 2.0 0.0833 4.1650 4.31 0.93 3.5192 0.1466 0.1564 5.07 1.18 1.00 0.44 0.00 14BSTR 3B 8.0 0.27 0.85 0.230 0.92 0.00 0.92 0.0123 0.0200 2.0 0.0833 4.1650 6.21 0.80 3.5192 0.1466 0.1373 6.44 1.24 1.00 0.92 0.00 16 3B 6.0 0.39 0.75 0.293 1.17 0.00 1.17 0.0220 0.0200 2.0 0.0833 4.1650 6.10 0.81 3.5192 0.1466 0.1388 8.43 0.71 0.89 1.05 0.12 8 26STR 3B 10.0 0.31 0.61 0.1890.00 0.76 0.0481 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 8.31 1.20 1.00 0.76 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 3 � y a mo �i0 .+. U N U N C N c o 3 t °� d > o 0 o 0 H o O N OU � � c � pi � OI � fn w 'k II N N c N Q Q \ U d d d y in 3 w° W rn iq J J IL 2 3B 6.0 0.24 0.52 0.125 0.81 0.00 0.81 0.0050 0.0200 2.0 0.0833 4.1650 7.02 0.75 3.5192 0.1466 0.1300 4.82 1.24 1.00 0.81 0.00 4 3B 4.0 0.11 0.79 0.087 0.56 0.00 0.56 0.0050 0.0200 2.0 0.0833 4.1650 6.13 0.93 3.5192 0.1466 0.1564 3.71 1.08 1.00 0.56 0.00 6 3B 10.0 0.30 0.81 0.243 1.58 0.00 1.58 0.0230 0.0200 2.0 0.0833 4.1650 6.77 0.76 3.5192 0.1466 0.1314 10.01 1.00 1.00 1.58 0.00 8 3B 8.0 0.16 0.81 0.130 0.84 0.43 1.27 0.0230 0.0200 2.0 0.0833 4.1650 6.24 0.90 3.5192 0.1466 0.1520 8.38 0.95 1.00 1.27 0.00 10STIZ 3B 6.0 0.17 0.65 0.111 0.72 0.00 0.72 0.0200 0.0200 2.0 0.0833 4.1650 5.17 0.88 3.5192 0.1466 0.1490 6.39 0.94 0.99 0.71 0.00 14BSTR 3B 8.0 0.27 0.85 0.230 1.49 0.00 1.49 0.0123 0.0200 2.0 0.0833 4.1650 7.45 0.72 3.5192 0.1466 0.1256 8.33 0.96 1.00 1.49 0.00 16 3B 6.0 0.39 0.75 0.293 1.90 0.00 1.90 0.0220 0.0200 2.0 0.0833 4.1650 7.32 0.76 3.5192 0.1466 0.1314 10.68 0.56 0.77 1.47 0.43 8 26STIZ 3B 10.0 0.31 0.61 0.189 1.23 0.00 1.23 0.0481 0.0200 2.0 0.0833 4.1650 5.37 0.87 3.5192 0.1466 0.1476 10.49 0.95 1.00 1.22 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � N Q C C C p � 0 T N U O O jp n N m U ,n o m g 3 � o '� x � �_ o. N E o_ � J _ Q U U U O O m fn � 0.00 right 0.26 0.83 0.216 0.86 0.00 0.86 0.0125 0.0200 2.0 0.0833 4.1650 6.05 14 36 8.0 combined flow 0.9 0.10 0.222 5.08 left 0.10 0.72 0.072 0.29 0.00 0.29 0.0400 0.0200 2.0 0.0833 4.1650 3.22 20 3C 8.0 combined flow 0.3 0.05 0.107 2.44 right 0.09 0.56 0.050 0.20 0.00 0.20 0.0200 0.0200 2.0 0.0833 4.1650 3.21 36 3C 6.0 combined flow 0.2 0.04 0.095 2.18 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a x it rn � d N � N O) � � ° � o 0 Q c c � � m � v J F- O N � OQ LY m � Q Q o_ > J Q U U O O d ul « m v 0.00 right 0.26 0.83 0.216 1.40 0.00 1.40 0.0125 0.0200 2.0 0.0833 4.1650 7.26 14 36 8.0 combined flow 1.4 0.14 0.306 7.02 left 0.10 0.72 0.072 0.47 0.00 0.47 0.0400 0.0200 2.0 0.0833 4.1650 3.87 20 3C 8.0 combined flow 0.5 0.07 0.147 3.38 right 0.09 0.56 0.050 0.33 0.00 0.33 0.0200 0.0200 2.0 0.0833 4.1650 3.85 36 3C 6.0 combined flow 0.3 0.06 0.132 3.02 STR:6 VDOT STD. DI-3B, L=1o' 5 TP=527.26 INV IN: 520.43 TO 8 INV OUT: 520.33 TO 4 STR:4 VDOT STD. DI-313, L=4' :z VDOT STD. DI-36, L=6' TP=526.15 TP=525.90 INV IN: 520.04 TO 6 INV IN: 519.47 TO 4 INV OUT: 519.94 TO z INV OUT: 519.37 TO 5 - PROPO EXISTING UGE 1.7'KUI ' 520 PROPOSE 084" CONTECH PERF RATED PIPE SURROUN ED IN STONE & WRAP ED IN A FILTER FABRI , TYP. 515 INV OUTTO UGD ' S19.1 24" HDPE 51.14 LF Qa 0.50% 510 508 STR:8 VDOT Sl INV IN INV IN INV OU' 24" HDPE 93-79 LF @ 0.50% 24" HDPE J 57-41 LF Qa 0.50% NG 8" PVC ARY SEWER /� iING / 0 o m m o M ry00ry N N 10+00 10+50 11 +00 11 +50 535 STR:16 VDOT STD. DI-36, L=6' TP=53o.5z 535 INV OUT: 525.00 TO 8 TP=5z7.3z 520.93 TO io 521.53 TO 16 530 : 520.83 TO 6 525 525 �a 53 ` 520 13° 520 518 518 pl N m N lD Ln N V N N N Ln 00 N Ln 10+00 10+50 11+00 11+50 STR16-STR8 STR:8 VDOT STD. DI-3B, L=8'- TP=527.32 INV IN: S20.93 TO to INV IN: 521.53 TO 16 INV OUT: 52o.83 TO 6 STRao VDOT STD. DI TP=5z7.17 INV IN: 521-44TOlz INV OUT: 521.34 TO 8 3.5' XISTING UGE MIN. .5' 7�5' HDrC 3282LF @P) 8" CL. 52 D.I. W/L CROSSING 15" HDPE 30.95 LF Qa 1.29% 0 MH3-MH2 (P) 6" PVC SAN. SEWER LAT. CROSSING Bz O M O 1 O N N W N N N N Ln 12+00 12+50 13+00 STR14-UGD STR:38 VDOT STD. MH-1 TP=525.03-I INV IN: S18.82 TO UGD INV IN: 520.5o TO 40 EX INV IN. 518.82 EX INV OUT. 518.72 [525 __ /* STR:12 VDOT STD. MH-i TP=529.30 INV IN: 522.31 TO 14 INV OUT: 522.21 TO to STR:14 VDOT STD. DI-3B, L=8' TP=5z9.z8 INV IN: 522.56 TO 14B INV OUT: 522.46 TO lz I L=6' STR:14B VDOT STD. DI-36, L=8' TP=529.56 INV OUT: 522.8o TO 14 ' MIN . PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 5251 �- 15" HDPt 15" HDPE 0.37 LF Qa o•50% 47HDPE 7o LF Qa 0.50% 347.66 LF @ o. 515 40 STR:zo VDOT STD. DI-3C, L=8' STR:24 VDOT STD. MH-1 540 TP=529-49 TP= o 20-z zz INV IN: TO 5343 5 4 INV IN: 521.4oT0 26 INV OUT: 520.32 TO 18 EX INV IN: 532.27 (15") STR:zz VDOT STD. MH-1 INV OUT: 521.3o TO zz STR:18 VDOT STD[. MH-1 TP=530-31 /1 35 TP=5z9.78 INV IN: 5z4.4z TO z8 / STR:26 VDOT STD DI-3B, L=io' INV IN: Si9.95 TO zo INV IN: 520.73 TO 24 TP=524.28 INV OUT: 5ig.85 TO INV OUT: 520.63 TO zo INV OUT: 521.69 TO 24 530 PROPOSE 084" CONTECH PERFORATED PIPE SURROUNDED IN STONE & WRA PED IN A FILTER FABRI , TYP. 525 19:11 7I_\M 20 INV OUT TO UGDJ 519-53 515 1 (P) 6" PVC SAN. 17 SEWER LAT. CROSSING Bi 5 SCOTT/R. C1ILLINS'Z Lic. No. 0357911a 10/28/22�� �SIONAL E�Ol / � f \ 530 L i 3.5 - MIN. 3.5' MIN. MIN. 4 525 0 (P) 6" CL. 52 D.I. /A F (P) 6" CL. Sz D.I. 3.8' W/L CROSSING 3.2' 2.2 W/L CROSSING u F m as ® z 0 L 7�a z4"HDPE 16 LF @ O.S0% 15" HDPE 58.39 LF Qa o. o% 5 520 O H rA z o - L > _ HDPE z 4" 74.49 LF Qa 0,50% 114. 24" HDPE z " HDPE 42.62 LF @o.5o% Lu 4 515 - 64.14 LF Qa o.5o% C ` 510 510 510 , 5081 508 508 00 00 rl 00 ONO ONO Nl m N Ln 13+50 14+00 14+50 15+00 10+00 10+50 11+00 STR:38 VDOT STD. MH-1 TP=525.03 STR:40 VDOT STD. MH-i 530 INV IN: 518.82 TO UGD TP=526.37 INV IN: 5zo.5oTO4o INV IN: 523-75TO UGD EX INV IN. 518.82 INV OUT: 522.33 TO 38 EX INV OUT. 518.72 525 525 525 ROPOS D 084" a INV IN FROM UGD ONTECH PERFORATED 524.75 IRE SU ROUNDED IN . i5"HDPE TONE A WRAPPED IN FILTERI FABRIC, TYP. 39 11.12 LF Lai 8.99% INV IN FROM UGD 520L 518.97 520 520 PROP ED 084" CONTE H PERFORATED It-i&' PIPE RROUNDED IN STONE & WRAPPED IN A FILT R FABRIC, TYP. HDPE 15" HDPE 515 .8' 28.44 LF Qa o.53% 515 .1' 33.00 LF @5.55% EXISTING 8" PVC EXISTING 8" PVC SANITARY SEWER SANITARY SEWER 512 CROSSING 512 CROSSING O O N N 10+00 00 UGD - STRo 8 UGD BYPASS+-STR 8 3 3 STR:zz VD( INV IN: INV IN: INV OUT: D) N I� 00 N M p M 11+50 12+00 12+50 STR z6 - UGD STR:30 VDOT STD. MH-1 TP=536.36 INV IN: 530.2o TO 32 INV IN: 528.2o TO 36 INV OUT: 528.io TO 28 N 00 S N 13+00 13+50 14+00 STR:3o VDOT STD. MH-3 INV IN INV IN: INV OUT: STR:32 VDOT STD. MH-1 TP=537.65 INV IN: 531.o5 TO 34 EX. INV IN: 532.92 (24") INV OUT: 530.95 TO 30 STR:z8 VDOT STD. MH-1 540 TP=535.36 INV IN: 527.73 TO 30 540 STR:34 VDOT STD. MH-1 INV OUT: 527.63 TO zz TP=537-41 IT STD. MH-1 / EX. INV IN: 532.62 (24") TP=530.31 / - -_ INVOUT:531.23TO32 524.42 TO 28 \��� 535 5zo.73 TO z4 � 52o.63 TO zo 31 530 24" HDPE 35.46 LF Qa 0.500/0 530 ® z4" HDPE O 24" HDPE 62.89 LF Qa 1.20% 74.99 LF @ 0.500/0 525 z4' HDPE ° 525 177.5 zLFC1.81/0 520 520 518 518 tD m N ORn N .. .. W ri 40 Ln00 �? M M vKj' M m M M M Ln M Ln N N TP=536 36 STR:36 VDOT STD. DI-3C, L= 530.2o TO 32 TP=535.01 528.2o TO 36 INV OUT: 528.5o TO 30 528.10 TO 28 535 535 3. \ mill 530 \ \1. 5'jj 1. 4' 530 PROPOSED 4" D.I. ® WATER LATERAL CROSS[ 15" HDPE PROPOSED 4" D.I. 51.76 LF @a 0.58% FIRE LINE CROSSING 525 525 520 520 515 515 X N1`1-6 TO 1-5 512 512 ~ m N O m 6 Li) 11 LCn I� Zcyi � > N 0 ® cy) z N i J a CD o NG cy) W Lu 0 N H W J o Lu Q Z z ° H LL. U) Lu W J o a 0 z O L9 z 0 ", 0 _j Lu 3 Q G LJJ C 2 = C) Q J a W w LuY Lu Lu ® O> 0 E 10+00 10+50 11+00 Q o STR - STR o 6 Lu Z w 3 3 w o w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 z - J STR 34 - STR 22 Lu J Lu 0 NOTES: C<C 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR G n 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING ¢ o TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO < a THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER HORIZONTAL GRAPHIC SCALE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302-03(a)2G "BACKFILLING". O 50 0 25 50 100 200 z. ALL FILL TO BE PLACED AT 95%COMPACTION. O 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 0 N 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. J o (IN FEET) 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE F y 1 INCH - 50 FT. WITH VDOT STANDARD IS-i. w 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS w IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE = o VERTICAL GRAPHIC SCALE STANDARDS. n 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE JOB NO. 5 0 2.5 5 10 20 SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD 202199 ° AND BRIDGE STANDARDS. ° 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN SCALE ° (IN FEET) THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE H: 1 "=50' 1 INCH- 5 FT, PROVIDED A$" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL V: 1 "=5' ° 6" OF CONCRETE ATTHE BOTTOM OF THE STRUCTURE TO PROTECT THE MANHOLE, a ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, SHEET NO. n CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR 9 N THE SIZE OF PIPES IS 48" OR GREATER. ON LOW PT STA: 10+63.98 0 LOW PT ELEV: 530.06 Oo PVI STA:11+ - -- HIGH PT STA: 12+68.02 HIGH PT ELEV: 536.21 PVI STA:12+51.40 PVI ELEV:535.88 K: 21.45 LVC:33.24 r� N O46 N M M 06 co M m O K: 31.05 N N 540 II LVC: 2.04 w 0 540 m 0) 0 D r- j 00 j wGRADE BREA N N r6 o M m w ELEV = 536 Q + LO 535 m N m _O Lij � > 535 6i m m &i a> x w / i / 530 530 _ __ - -- Lu J z Lu J w a 525 v� 522 z G 522 Ol N •i N ^ co 00 N l0 00 00 N O ry M 6 0) N N O co M N N 0) M N � O M M � M Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 IKEENERLANEI (PRIVATE ROAD - DESIGN SPEED=25 MPH) HIGH PT STA: 11+55.67 HIGH PT ELEV: 531.30 PVI STA:11+25.67 PVI ELEV:530.48 K: 29.03 14- N N MHz STA:11+01.77 RIM:5z6.43 MH3 STA:13+5938 RIM:529 57- INV IN. 515.21 FROM MH4 530 INV IN. 513.72 FROM MH3 INV OUT. 515.o1 TO MHz II INV OUT. S13.5z TO MHi HIGH PT STA: 11+80.00 MHz - HIGH PT ELEV: 530.90 a p N p STA:zo+18.41 \ _ - - - o PVI STA:11+50.00 O 5 7 79 `�... o PVI ELEV: 530.30 Y N INV IN. 513.02 FRIOM MHz + K:145.74 w STA = 12+90.89 o m LVC: 60.00 m M EX. INV OUT. 1z. z 5 7PROPOSED FM3.5 N. PROPOSED 8" CL. 5z D.I. 8" CL. Sz D.I 669 1 I WATERLINE CROSSI 11 o 00 w II EXISTING UGE WATERLINE CROSSING I Q 00 00) 00 ¢ w 535 N + � +'M " w 535 (O N � In > N > m II >m >w w m w O > / 530 � _ / O 530 41% i w N Z j -- � w - - - - - - - - - - - - - Z w 525 Lr C 525 U 522 522 1 1 1 1z Ln I� 00 00 �D 1 00 O 0) O •i N n O M N O M Ot LA V) 0) 0) + HIGH PT STA: 13+30.11 HIGH PT ELEV: 535.76 II PVI STA:13+00.11 < p PVI ELEV:535.27 K:55.16 Y LVC:60.00 Laj n LO - - m � n 10+00 10+50 11+00 11+50 12+00 12+50 13+00 IDREXELLANEJ (PRIVATE ROAD - DESIGN SPEED=25 MPH) o� o w II 540 `O N � Lj 540 Lfi r+i3O -m w+p -w w w U > Uw> > m >+ Gi 0 > w - 535 m 535 N o Y a / w 530 m J 530 w o ,- a � � -- m LLj g1� N 525 O r 525 ri M^ w `M^ Lu J J J w �w 520 z 520 +° N Y N 518 z 518 M O 0) ,�j M N N O 0 l0 00 00 0) Om ry ul � ry M M M M M In In In � In In Ln In 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 CASPIAN LANE (PRIVATE ROAD - DESIGN SPEED=25 MPH) lroui1 LOWER R E; EX. INV IN. 512.I2 FROM Nor EX. IM 3 520 LJ H1J 8 0 N EXISTING XII TING UGE_ 51� CONNECTION TO EXISTIN 8" PVC SANITARY SEWER PIF I(P) BUILDING i 6" PVC SANITARY LATERAL 1508 1 8" SDR-26 PVC (P) BUILDIING 3 / 79.36 LF Qa o.63% 6" PVC SANITARY (P)'BUILDING z LATERAL 6" PVC SANITARY (P) BUILDING 4 LATERAL 6" PVC SANITARY - LATERAL MH4 STA:14+2i.o6 RIM:5z9-49 INV IN. 515.75 FROM EX MH5 INV OUT. 5z5.55 TO MH3 530 - - - /- -\� EX MH5 3.5' a STA:14+91.96 M N. EX. RIM:527.S2 EX. INV IN. 516.38 INV OUT. 516.14 TO MH4 10.2' D.3' CONNECT NI W 8" PVC SANIT 9. 7 6' SEWER PIPE TO EX. MH 520 EXISTING UGE EXISTING UGE 0 W,-wa 0 515 8" SDK-2 6 PVC 8" S R-26 PVC 66.89 LF Qa o.58% >R-z6 PVC 57.68 L Qa o•5970 LF Qa o.51% (P) BUILDING 5 (P) BUILDING 6 6" PVC SANITARY 6" PVC SANITARY LATERAL LATERAL 510 O �0 H t0 M a0 O 0) fl N ci .1• lD ^ l0 6 n t,6 G: ^ OD Ol N N N N N N r N N N N N V1 � 10+00 10+50 11+00 11+50 12+00 12+50 13+00 MH5 - MHz RECONNECT EXISTING 6" PVC SEWER LINE INTO THIS MANHOLE AT EXISTING ELEVATION 505 0) 00 I� lD n m N 0) Ol 0) 01 0) q6 Ln N N N 13+50 14+00 14+50 15+00 540 NORTHFORKRPSI- 5 NORTHFORKRPSI-6 NORTHFORKRPSI-7 STA:17+11.86 - STA:13+4334 STA:15+o3. RAISE RIM 535.48 MAINTAIN EX. RIM:528.98 RAISE RIM TO:535-00 IM: EX. RIM: 53z.z6 EX. INV IN. 1&1 FROM NOrthForkRSPl-8 5 3 EX. RIM: 53z.z6 EX. INV IN. 515.09 FROM North RIM: 532.26 EX. INV IN. 516.52 FROM NOrthFOrkRPSI-7 EX. INV OUT. 518.13 TO NOrthFOrkRPS1-6 EX. INV OUT. 515.04 TO NOrthFOrkRPS1-4 EX. INV OUT. 516.52 TO NorthForkRPS1-5 IFORKRPSr4 �" 535 iTA:lo+oo.00 _ I TO:S24.00 3.5' (. RIM: 532.26 M N. thForkRPS1-5 OUT. 512.09 \� ^^J - PROPOSED 8" CL. 52 D.I. - \�� 530 �� 3'5 - WATERLINE CROSSING 530 IN PROPOSED 8" CL. 52 D.I. WATERLINE CROSSING 35 / M N. PROPOSED 4" FIRE LINE 525 CROSSING 525 PROPOSED 4" WATER LATERAL O CROSSING 520 520 25 21 Dc sFl-7 ro t-s _8" DIP a wcr-s ro -s 204.55 LF C 0-7B% 515 18" DIP LF @ 0.92 515 o� sn-s ro -s 155.97 IV. DIP 33934 LF ) o.86% 510 510 508 508 O O M 00 N N N In I� In M 0) In 00 In lD rl M �t n 00 N 00 N n tp 00 n N O n 00 M S M n 0) Ln 'i M rl N M 00 N y) 00 N ^ m N H M rl 0) N N N ri O u) H � N � N 1 ri N H '4 O M 0) N ry N M M Ln � M L Ln N 10+00 10+50 11+00 HORIZONTAL GRAPHIC SCALE 0 25 50 100 (IN FEET) 1 INCH = 50 FT. VERTICAL GRAPHIC SCALE 0 2.5 5 10 (IN FEET) I INCH = 5 FT. 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 200 20 EXISTING SANITARY THRU SITE 15+50 16+00 16+50 17+00 17+50 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND 1.5' OF SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE SPECIFICATION 303-04(h) 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205,208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". SCOTT/R. CI?LLINS'Z Lic. No. 0357911a 10/28/22�4 �SIONAL E�Osl 11 N N w N 0 N O LuVJ r zm Cn CV o c Q J CD W N W J W Q ZJ z U)i--i W W i ILL. L9 d 0 w } zC) O WwC6 Y W I.L 1 1 1 H ce ul U) 0 w OO W i _ U) w J a- W Q J Q c� O O CV F JOB NO. 202199 SCALE H: 1 "=50' V: 1 "=5' SHEET NO. 10 P TH OFD SCOTT R. LINS�Z U Lic. No. 0357914a "d �10/28/22 oIONAL 'F' w w z Z w z Z J O U 0 z N O o U o J CONTRACTOR T EXISTING UGE AND ENS w CLEARAN zca a O z Z U O w Ln w U, H 3 CONNECT TO EXISTING IRE HYDRANT O o m w WATERLINE WITH 8"x8'7 WITH F" U) 3 SLEEVE A VALVE g s u ° J N > Z o PROPOSE W WATERLINEa ce r z e 0 ° cl N N w N i a m N 0 N � � O O O O 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 WATERLINE z 0 U Z� Cn ' 04 o .�} z V � N CONTRACTOR TO J a EXISTING UGE AND ENSUREN a CLEARANCECD W( w o N F� N CONNECT TO EXIST _ J o WATERLINE WITH 8"x8' W Q SLEEVE A z J Z i--i i LL w ® W J ° H O 0 L9 o z N ��/�/ Lu a IJ_ 3 U U p J w W w ° W > Q ° W Q o Ln 10+00 10+50 11+00 11+50 12+00 12+50 13+00 W Lu w WATERLINE 2 z W a � w a elf HORIZONTAL GRAPHIC SCALE O CN O U 50 0 25 50 100 200 NOTES: i. ALL FILL TO BE PLACED AT 95%COMPACTION. w (IN FEET) z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER THE WATERLINE. w ° 1 INCH = 50 FT. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & WATERLINE AND i.5' OF y SEPARATION BETWEEN WATERLINE & SANITARY SEWER MUST BE PROVIDED. JOB NO. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE o VERTICAL GRAPHIC SCALE UNIFORM LAYERS NOT MORE THAN i8INCHES INTHICKNESS BEFORE COMPACTION OVER THE 202199 0 5 0 2.5 5 10 20 ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE SPECIFICATION N 303.04(h) SCALE ° 5. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE H: 1 "=50' o BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205,208 OR 249 V: 1 "=5' (IN FEET) RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER a 1 INCH = 5 FT. RUN AGGREGATE SIZE z AND z6 PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION SHEET NO. a 5 302.03(a)2G "BACKFILLING". 11 t 540 540 535 535 (P) 8"-zz.5°BEN / (P) 8"-go°BEND O FIELD LOCATE / i 535 535 i 530 FIELD LOCATE PROPOSED 8"x8"TEE ADEQUATE AT CROSSING 3-8" GATE VALVES - 8"x6" REDUCER 525 \,-PROPOSEDIFIRE HYDRANT ASSEMBLY WITH 8"x6"TEE 1 � AND 6" GATE VALVE PROPOSED 8"x6"TEE 5- G 5- 5- a m\ \ _ — — 0 O \ k m F� �r Y p F �h m Y F o m AR - -- --� 3 - o 1 E � 3 E\ k E I I I I I I I 3 E I I I I I I I I I I I I I I k I I I I I I I E t 3 E i T—____ I I I E� E E I I I f E I I I ` I I f I f I i i II E E I I I I I I r I I I k f I i li E J AR k I E I f f k t k f f f k f f t — Eck E E f k i �� J LT � m \ yF M ----I -- �- - - - - �-----'------� --- ,-\ \\ 3------'------ ------ r---- I \ _\� I \ I I :e � J f k I♦y ! f E/E f k f k E E f �_f .�� f f • \\\\ \\ 1 �' \ f � f f k v y v f — k f! f E f � E t f//k/ � \ \\ E F ! • • f f 1 \ \ \\ \ I I fR ! \ \ SCOTT/R. CtTLLINSZ FH Lic. No. 035791,a p 10/28/22 "14 f E f k k• __ v h E E k / f f • 3 • f f f k f 11 j /// \\\ _�'///// v 8 \ I m S II A� r M k E f ----- E f \A _ I e M LA EZ CN k f ASL t \ E e F t ____ °° f f E t f f f 1 \ �// \\ _' •/ \\ \ / 1 CY) LY 1 1 ---------------- U o — f f k E k f f f E h f f E v L k k k f k f v 11 �' \ I \ •/ 0 1\ \ � 1 — -FF _ _ _ _ I 3 I f E f f f f E k ----Ir � �\ J R /' p5t" LL T_ _ _ — -i 3 °. h k f E f k 1 O W k S f E f f f SEt E E f — — _ E k f E E k — 5 S 5 5. SUf.[ — f f L f k E f_ _ f f E f E h f f f f f f \��p / f f f 5 -- UGE �' UGE U u E f f UGE— O k E k f f f k E f f f f f E k f f E E — R. UGE JGE UGE UGE L UGE— UGE UGE UGE UGE GE U E E f k f k I f f f � f fl 11 f E E W E f f III E k f f f k « E k f k E E k f k k f « f k f t f k f f k f f F f f f f f I f fE k f E k E f E QP Q E f k f k f k f k f 4 f E yE k k f E E f E k f f k E f QS f E E k f f k k E 4 k f k E k f f t f t k k k E k f k k f k f E k f f f k « t f f f f f f f f E E f E k k E E f Qf f k E E E f f f f k E f f f k F k f f E t k « E t ® f k f E « f k f GI C f E f ! E f E Q m z f k t E E f k f k f E f k E f f F < k E f I�AEAJJ k E E f t f f k k f E f E k t f k E t > �� E k f k E k f f k f k E k f f k E < E E k f E f f f E k f k F f f f E f k f k E f f f E F f k f E f f f f t f « k E k p E E E « f f f E E f E f f f f f k E k f E k F t E f f E Q Q E = LANDSCAPE CALCULATIONS SITE TREE COVERAGE REQUIREMENT: CANOPY COVER AT 10 YEARS EQUALS OR IS GREATER M M N\ h THAN 20'9 OF GROSS SITE AREA GROSS SITE AREA 148,715 SF I ess RECREATIONAL AREA & OP EN SPACE 25,995SF LANDSCAPING LEGEND: TOTAL DEVELOPMENT AREA 122,720SF TOTAL TREE CAN OPY REQUI RED 24,544SF TOTALTREE CArun PYPROVIDIED 24,680SF STREETSCAPE TREES REQUIREMENT: 1 LARGE TREE PER 50 FEET OF PUBLIC ROAD FRONTAGE OR 1 MEDIUM TREE PER 40 FEET OF PUBLIC ROAD FRONTAGE STREET FRONTAGE ALONG PROFFIT ROAD 279 LF REQUI RED STREET TREES 6 PROPOSED STREET TREES 8 STREET FRONTAGE ALONG WORTH CROSSING 552 LF REQUI RED STREET TREES 1 11 PROPOSED STREET TREES 11 PARKING LOTS REQUIREMENT: 5% OF THE GROSS AREA OF THE PAVED PARKING AND CIRCULATION AREA SHALL BE LANDSCAPED PAVED PARKING& CIRCULATION AREA 23,643SF TOTAL TREE CANOPY REQUI RED 1,182SF TOTAI TRFFCANOPVPROVIDFD 1.46D SF 0 AR 0 QC 0 ASL QP BN QS LSR UAP LT UGE IS S _ — LU . v --- M W � M � _ w GRAPHIC SCALE o 40 PLANT SCHEDULE: SYMBOL BOTANICAL NAME ( IN FEET) 1 inch = 20 ft. CANOPY TREES AR ACER RUBRUM'OCTOBER GLORY' NOTE: i. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPING PLAN. ASL ACER SACCHARUM TEGACY' BIN BETULA NIGRA'HERITAGE' LSR LIQUIDAMBAR STYRACIFLUA LT LIRIODENDRONTULIPIFERA QC QUERCUS COCCINEA QP QUERCUC PHELLOS QS QUERCUS SHUMARDII UAP ULMUS AMERICANA'PRINCETON' M COMMON NAME SIZE STREET OPEN PARKING TOTAL CANOPY TOTAL TREES SPACE LOT AREAS OCTOBER GLORY' RED MAPLE LEGACY' SUGAR MAPLE HERITAGE' RIVER BIRCH ROTUNDILOBA'AMERICAN SWEETGUM' TULIP POPLAR SCARLET OAK WILLOW OAK SHUMARD OAK PRINCETOW ELM HT. OF TREE / 2-1/2" cal. 3 3 397 1191 2-1/2" cal. 2 2 214 428 -IIIII 1 2-1/2" cal. 12 12 397 4764 11 M 1 2-1/2" cal. 3 1 4 249 996 11111 2-1/2" cal. 4 4 387 1548 1=1 11=1 I 2-1/2" cal. 5 5 370 1850 I1 1 2-1/2" cal. 13 13 419 5447 2-1/2" cal. 14 1 14 372 5208 2-1/2" cal. 7 1 1 7 464 3248 Tree Planting and Staking Detail TOTAL 24680 Not To Scale UlLI) 0 DOUBLE STRAND #12 GAUGE WIRE W 0 WITH RUBBER HOSE & TURNBUCKLES W 0 2%2" HARDWOOD STAKE w � J CUT & REMOVE BURLAP FROM TOP I — OF 3 OF BALL AS SHOWN W SCARIFY SUBSOIL TO 4" MIN. DEPTH O MULCH SAUCER FINISHED GRADE O O 0 NOTE: TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOES AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAP. REFER TO SPECS FOR ADDITIONAL INFORMATION. ENDED SOIL MIX MPACTED SUBGRADE N U w J H I_i ~ wru o W CL JOB NO. 202199 SCALE 1 "=20' SHEET NO. 11