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SDP202300021 Plan - Submittal (First) 2023-03-21
GENERAL NOTES OWNERS: TMP 04600-oo-oo-ol8Ai BROOKHILL TOWN CENTER LLC 455 SECOND STREET 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: 04600-oo-oo-oi8Ai INST.#: 202300ooi6gi 20.071 ACRES (NOTE: AREA INCLUDES BLOCK 1D, BLOCK 2, BLOCK 3, PORTION OF BLOCK 4C & PORTION OF BLOCK 5) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2o2800012 WITH PROFFERS- APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17,2019) - THE CODE OF DEVELOPMENT AND APPLICATION PLAN FROM ZMA202500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT WHICH INCLUDES THE APPROVAL OF VARIATIONS #4 , APPROVED ON MAY 20 2022. ENTRANCE CORRIDOR OVERLAY DISTRICT EC AIRPORT IMPACT OVERLAY DISTRICT (AIA), PRESERVED SLOPES & MANAGED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SP WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. SUBJECT TO CONDITIONS OF SP201500025 SUBJECT TO PROFFERS OF ZMA201800011 TOTAL PROJECT AREA: VILLAGE CENTER INCLUDES BLOCK 1, BLOCK 2, BLOCK 3, A PORTION OF BLOCK 4, & BLOCK 5 (AS SHOWN IN THE CODE OF DEVELOPMENT). THE PROJECT AREA INCLUDES GREENWAY IN BLOCK 4 & BLOCK 5 THAT HAS ALREADY BE SUBDIVIDED FOR THE OPEN SPACE GREENWAY PARCEL. THE GREENWAY AREA IS PART OF TMP46-1gBg, AND IS 13.79 ACRES. TOTAL ACREAGE PER COD: TOTAL PROPOSED ACREAGE: BLOCK 1 -12.o ACRES BLOCK 1- 23.21 ACRES (io.i% INCREASE IN BLOCK SIZE) BLOCK 2 6.3 ACRES BLOCK 2 6.24 ACRES (1..o%DECREASE IN BLOCK SIZE) BLOCK 3 5.8 ACRES BLOCK 3 5.17 ACRES (io.8%DECREASE IN BLOCK SIZE) BLOCK 4 (PORTION OF) -7.58 ACRES BLOCK 4 (PORTION OF) 7.58 ACRES (NO CHANGE IN BLOCK SIZE) BLOCK 5 (GREENWAY & O.S.) -12.3 ACRES BLOCK 5 (GREENWAY & O.S.) 22.4o ACRES (o.Bo% INCREASE IN BLOCK SIZE) TOTAL ACREAGE = 43.98 ACRES TOTAL ACREAGE = 44.6o ACRES TOTAL PROPOSED ACREAGE PER PHASES OF THE VILLAGE CENTER: BLOCK 1A -1.24 AC (TMP46-1gB5) - NOT INCLUDED WITH THIS SITE PLAN BLOCK iB - 6.666 AC (TMP 46-i9B6) - NOT INCLUDED WITH THIS SITE PLAN BLOCK iC - NOW PART OF BLOCK 1D BLOCK iD VILLAGE CENTER- 20.071 AC (TMP 46-18Ai) WHICH INCLUDES BLOCK 1D, 2, 3, & PORTION OF 4C & S. RIGHT OF WAY INCLUDED WITH ARCHER AVENUE, SALAMANDER DRIVE, & STELLA LANE: 2.833 AC BLOCK 4 (PORTION OF) & BLOCK 5 (PORTION OF) GREENWAY DEDICATION =13.79 ACRES (PART OF TMP46-1gBg) TOTAL PROPOSED ACREAGE PER PHASES = 44.6o ACRES PROPOSED USE: BLOCK 1A: 32 MULTI -FAMILY RESIDENTIAL UNITS BLOCK 1B: 216 MULTI -FAMILY RESIDENTIAL UNITS WITH COMMERCIAL SPACE SF (2,65o) (107) ONE BEDROOM UNITS AND (tog) TWO OR MORE BEDROOM UNITS BLOCK 4C: NOW PART OF BLOCK 1D BLOCK 1D (VILLAGE CENTER): (THIS SITE PLAN INCLUDES BLOCK iD, BLOCK 2, BLOCK 3, BLOCK 4C, & BLOCK 5) 14o RESIDENTIAL APARTMENT UNITS, (77,88o) SF OF COMMERCIAL OFFICE SPACE, (49,470) SF COMMERCIAL SHOPPING CENTER, (30,500) SF FITNESS CENTER, (7,65o) SF OUTDOOR POOL FACILITY, & (64,320) SF HOTEL WITH 12o BEDROOMS BLOCK CLASSIFICATION: BLOCK 1: NEIGHBORHOOD SERVICE CENTER BLOCKS 2-4: URBAN DENSITY BLOCK 5: NEIGHBORHOOD DENSITY ALLOWABLE USES: BLOCK 2: 5o,000 sf (MINIMUM) To 23o,000 sf (MAXIMUM) & 36 UNITS (MINIMUM) TO 408 UNITS (MAXIMUM) BLOCK2: o SF (MINIMUM) TO 30,000 SF (MAXIMUM)& 37 UNITS (MINIMUM) TO 214 UNITS (MAXIMUM) BLOCK 3: o SF (MINIMUM) TO 30,000 SF (MAXIMUM) & 34 UNITS (MINIMUM) TO 16o UNITS (MAXIMUM) BLOCK 4: o SF (MINIMUM) TO i5,000 SF (MAXIMUM) & 144 UNITS (MINIMUM) TO 740 UNITS (MAXIMUM) BLOCK 5: o SF NON-RESIDENTIAL (MIN. & MAX.) & 13 UNITS (MINIMUM) TO 39 UNITS (MAXIMUM) PROPOSED USES: BLOCKiD: 69,o8o SF OF COMMERCIAL OFFICE SPACE & 6o RESIDENTIAL UNITS+12o BED HOTEL BLOCK 2: 30,000 SF OF COMMERCIAL OFFICE/SHOPPING CENTER SPACE & 4o RESIDENTIAL UNITS BLOCK 3: 28,270 SF OF COMMERCIAL OFFICE/SHOPPING CENTER SPACE & 4o RESIDENTIAL UNITS +30,500 HEALTH/SPA AND 7,65o OUTDOOR POOL FACILITY BLOCK 4C: NO PROPOSED USES (316 RESIDENTIAL UNITS BUILT WITH PHASE 4A & 4B) BLOCK 5: o RESIDENTIAL UNITS (PRIMARILY GREENWAY AND OPEN SPACE) TOTAL RESIDENTIAL UNITS: zoo RESIDENTIAL UNITS (BLOCK 1D, BLOCK 2 & BLOCK 3) TOTAL NON-RESIDENTIAL SF: i3o,000 SF (BLOCK 1D, BLOCK 2, & BLOCK 3+ 2,65o SF RETAIL -BLOCK 1B) (NOTE: THE 30,500 SF OF FITNESS SPACE, 7,65o OUTDOOR POOL FACILITY, & 12o BED (64,32o SF) HOTEL DO NOT COUNT AGAINST THE ALLOWABLE COMMERCIAL SQ.FT. PER THE CODE OF DEVELOPMENT FOR BROOKHILL. THESE ARE ANCILLARY USES OF THE VILLAGE CENTER.) PROPOSED USE BY BUILDING: BUILDING #2: (BLOCK iB) 2,65o SF (COMMERCIAL OFFICE/RETAIL) BUILDING #4: 12o BED HOTEL (64,320 SF) BUILDING #5: 46,310 SF (COMMERCIAL OFFICE/RETAIL) & io RESIDENTIAL UNITS BUILDING #6: 19,135 SF (COMMERCIAL OFFICE/RETAIL/RESTAURANT) & 4o RESIDENTIAL UNITS BUILDING #7: 25,2oo SF (COMMERCIAL RETAIL/RESTAURANT) BUILDING #8: 27,57o SF (COMMERCIAL OFFICE/RETAIL) & 5o RESIDENTIAL UNITS BUILDING #9: 19,135 SF (COMMERCIAL OFFICE/RETAIL/RESTAURANT) & 4o RESIDENTIAL UNITS BUILDING #10: 30,500 SF (HEALTH/SPA/FITNESS CLUB) POOL FACILITY: 7,650 OUTDOOR POOL WITH PAVILION & CHANGING AREA/RESTROOMS REQUIRED OPEN SPACE (BLOCKS I-3): CIVIC/PARKS = 1.2 AC GREENWAY =oAC OPENSPACE=o.o AC BUFFER=o.o AC TOTAL OPEN SPACE REQUIRED =1.2o AC OPEN SPACE PROVIDED: CIVIC/ PARKS = 2.o8 ACRES OPEN SPACE =6.35 ACRES BUFFER=o.o ACRES GREENWAY AREA ALREADY DEDICATED TO ALBEMARLE COUNTY. (DB. 5512, PG. 282) - TOTAL AREA BETWEEN BLOCKS 1-5 =13.79 ACRES TOTAL OPEN PROVIDED: 22.22 ACRES 2.o8 ACRES OF OPEN SPACE (RECREATIONAL AREA) PROVIDED WITH THIS SITE PLAN (BLOCK 2 & 3)- 9.36% NOTE: THE CIVIC AREA INCLUDES ATOT LOT, TURF RECREATIONAL FIELD, MEETING AREA, MUSIC AMPHITHEATER, (3) SPORT COURTS, AND A PASSIVE RECREATIONAL POCKET PARK. BUILDING HEIGHTS: NO MINIMUM HEIGHTAND 4STORIES MAXIMUM HEIGHT (6o'MAXIMUM HEIGHT) NOTE: BUILDINGS GREATER THAN STORIES MUST STEP BACK A MINIMUM OF FEET AFTER THE RD STORY OR 3 5 3 PROVIDE A MINIMUMI5 FOOT FRONT SETBACK OR SIDE SETBACK ADJACENT TO A STREET. BUILDING #4: 4 STORIES (6o' MAXIMUM HEIGHT) BUILDING #5: 4 STORIES (6o' MAXIMUM HEIGHT) BUILDING #6: 4 STORIES (6o' MAXIMUM HEIGHT) BUILDING #7: 2 STORIES (45' MAXIMUM HEIGHT) BUILDING #8: STORIES 6o' MAXIMUM HEIGHT BUILDING # STORIES 6o' MAXIMUM HEIGHT) 4 ( ) 9 4 ( T) BUILDING #10:2 STORIES (45MAXIMUM HEIGHT) SETBACKS: BLOCK 1: BLOCK 2 THROUGH BLOCK : 4 FRONT: NO MINIMUM AND 30' MAXIMUM 5 ' MINIMUM & 25 ' MAXIMUM PORCHES: NO MINIMUM & NO MAXIMUM 4' MINIMUM & 25' MAXIMUM SIDE: NO MINIMUM AND NO MAXIMUM 5' MINIMUM & NO MAXIMUM SIDE (CORNER LOT): 5'MINIMUM AND NO MAXIMUM 5'MINIMUM&NO MAXIMUM REAR: 5' MINIMUM AND NO MAXIMUM io' MINIMUM & NO MAXIMUM GARAGE SETBACK: SCENARIO 2 FROM THE COD- PARKING SPACES SHALL BE A MIN. OF 28'FROM THE TRAVELWAY (SEE DETAIL ON SHEET 5) NOTE: SIDE AND REAR MINIMUM SETBACKS FOR ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. BUILDING FOOTPRINT: MAXIMUM ALLOWABLE BUILDING FOOTPRINT(BLOCK i)=2o,000 SF MAXIMUM ALLOWABLE BUILDING FOOTPRINT (BLOCKS 2-4) = io,000 SF NOTE: MAXIMUM BLDG FOOTPRINT DOES NOTAPPLYTO CIVIC SPACES OR HEALTH CLUBS. BUILDING #4 FOOTPRINT: 16,o8o SF BUILDING #5 FOOTPRINT: 17,570 SF BUILDING#6 FOOTPRINT: 19,135 SF BUILDING#7 FOOTPRINT: i2,600 SF BUILDING #8 FOOTPRINT: i7,57o SF BUILDING #g FOOTPRINT: 19,135 SF BUILDING io FOOTPRINT: 30,500SF POOL FOOTPRINT: 7,65o SF LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE (BLOCK 4THROUGH BLOCKS) SUBDIVISION STREETS: CURB & GUTTER WATERSHED: THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION AND UPDATED SURVEY INFORMATION WAS PROVIDED BY ROUDABUSH, GALE & ASSOCIATES IN DECEMBER 2021. FIELD VERIFIED BY COLLINS ENGINEERING DECEMBER 2021. DATUM: NAVD 2988 EXISTING VEGETATION: COMPLETELY CLEARED AND GRADED SITE. THIS AREA HAS BEEN CLEARED AND GRADED WITH THE CONSTRUCTION OF ARCHER AVENUE AND SALAMANDER DRIVE. LIGHTING: ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREET LIGHTS SHALL BE INSTALLED ALONG STELLA DRIVE. THIS VILLAGE CENTER SITE PLAN INCLUDES A LIGHTING DESIGN FOR THE PROPOSED STREET & PARKING LIGHTS. PHASING: THE VILLAGE CENTER (BLOCK 1THROUGH BLOCKS) SHALL BE DEVELOPED IN AT LEAST THREE (3) PHASES. THIS IS THE THIRD PHASE OF DEVELOPMENT FOR THE VILLAGE CENTER. SEE SHEET 5 FOR ADDITIONAL NOTES ON THE PHASING OF THE PROJECT. RECREATION: CIVIC SPACE #11S PROPOSED WITH THIS PHASE OF DEVELOPMENT. CIVIC SPACE #i SHALL INCLUDE THE POOL AND COMMUNITY CENTER, MEETING AREA, AND GRASS LAWN / AMPHITHEATER AREA. (SEE SITE PLAN SF OF AMENITIES). POOL COMMUNITY CENTER / RECREATIONAL AREA= 40,000 SF GRASS MEETING AREA, RECREATIONAL FIELD, AND AMPHITHEATER = 52,000 SF TOTAL PROPOSED RECREATIONAL AREA = 2.11 ACRES (1.5 ACRES REQUIRED PER THE CODE OF DEVELOPMENT) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OFTHE DEVELOPMENT. PRESERVED/MANAGED SLOPES: THERE ARE EXISTING MANAGED STEEP SLOPES AND PRESERVED SLOPES ON THIS PORTION OF THE PROPERTY AS SHOWN ON SHEET 4. FLOODPLAIN: THERE IS A too-YR FLOODPLAIN LOCATED IN THE PHASE 2D PORTION OF THE BROOKHILL DEVELOPMENT PER FEMA MAP ID 51003Co28oD, DATED FEBRUARY 4, 2005. NO DEVELOPMENT OR DISTURBANCE IS PROPOSED WITH THIS PROJECT. DAM INUNDATION ZONES ARE ALSO LOCATED WITHIN THE VILLAGE CENTER& SHOWN ON SHEET 4. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS SITE PLAN. SEE THE GRADING, DRAINAGE & UTILITY PLAN SHEET FOR THE OVERALL GRADING PLAN FOR THIS PHASE OF DEVELOPMENT. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT AND SHALL CONFORM WITH ALBEMARLE COUNTY STANDARDS. I 1W BLOCK 4A 0 BROOKHILL -BLOCK iD FINAL SITE PLAN (VILLAGE CENTER) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA ••rr••r ` .\ l/-1�/", w..w..w.ww. www. w41 � ♦a• ♦.♦ \ \ �` O® . \ \ � c � \ •••.• '�\'� BLOCK �..- •r" \ `� �® \ \� �7. c/ V A •.♦� ['^� �®"n" O OO OO OO Oo °0 OO QO UO O po �� a0 BLOCK 1B \ - • ._ - -- \ RESIDENTIAL BLOCK 151 ® s � � rawww _-_� rwww r • \ ;. - I ♦.www•w.♦ •aa BUILDING #4 4 - ;. PROPOSED 1 4-STORY HOTEL BUILDING j i --- niiiiiiiiiiiiiin I I a ae a FOOD BLOCK LB COURT ■ ' U I I I I I I I I I I UP1111111111111111111111111111111U11111111111Ui.... AMPHITHEATER !i ■ ■ BUILDING PATIO U UU #7 DECK PROPOSED ■ BREWERY ,/ ::\�j / �• RI IT[ IITNr BLDG #1 PROPOSED 4-STORY COMMERCIAL & BUILDING #8 PROPOSED 4-ST0 RY COMMERCIAL & PROPOSED 3-STORY COMMERCIAL & PROPOSED 4-STORY COMMERCIAL & 0 / ( RECREATION POCKET AREA PARK BLOOCK 2 RECREATION I -- \ _ IIIJJJ TURF ��� FIELD BUILDING #10 APO TS PROPOSED COUR 2-STORY FITNESS CENTERBUILDING---- ---_-- POOL & omissions t I I I I I I I I I I I I 1 A 1monsoon �. LPUBLI ROAD - / ` - ' f - - - ----- - - GRAPHIC: SCALE T BLOCK7 • I I I ■ loo 0 5o i 6 r • �. j % BLOCK BLOCK 86 19 DEVELOPMENT PLAN � I \ SCALE: i" = loot ( IN FEF�J' t ww 1 inch = 100 PARKING CALCULATIONS: BLOCK 2A: CONDOMINIUM/APARTMENTS: 2 PARKING SPACES / UNIT +1 GUEST PARKING SPACE/4 UNITS 32 CONDO/APT UNITS x 2 SPACES / UNIT = 64 SPACES + 8 SPACES = 72 SPACES BLOCK 2B: APARTMENTS: 1.5 SPACES PER 1 BEDROOM UNIT & 2 SPACES PER 2 & 3 BEDROOM UNITS (117 UNITS) i BEDROOM UNITS x 1.5 SP/UNIT+ (99 UNITS) 2&3 BEDROOM UNITS x z SP/UNIT= 374 SPACES BLOCK 2D: RESIDENTIAL APARTMENT UNITS: 1.5 SPACES PER 1 BEDROOM UNIT & 2 SPACES PER 2 & 3 BEDROOM UNITS (go UNITS)1 BEDROOM UNITS X 1.5 SP/UNIT+ (5o UNITS) 2&3 BEDROOM UNITS X 2 SP/UNIT= 235 SPACES COMMERCIAL OFFICE PARKING: 2 SPACE PER zoo SF OF NET DENSITY 77,88o SF x 8o%= 62,304 SF 1200 = 322 PARKING SPACES REQUIRED COMMERCIAL SHOPPING CENTER (INCLUSIVE OF COMMERCIAL RETAIL SPACE & RESTAURANT SPACE): 52,120 SF x 4.75 SPACE / l000 SF GROSS AREA = 248 SPACES (INCLUDES 2,65o SF OF RETAIL FROM BLOCK 1B) HOTEL: 2 SPACE / ROOM 12o ROOMS x 1 SPACE / ROOM = 120 SPACES FITNESS CENTER PARKING REQUIRED: (1) PARKING SPACE PER 125 sf OF USABLE RECREATIONAL AREA sf o%x1SPACE 1z SF= 122 PARKING SPACES REQUIRED 30,500 5 / 5 POOL COMMUNITY CENTER: 12SF OF WATER SURFACE I / 5 7,65o SF x 1 SPACE / 125 SF = 62 SPACES TOTAL NUMBER OF PARKING SPACES REQUIRED:1,545 PARKING SPACES TOTAL PARKING SPACES PROVIDED: 1,147 SPACES 57 GARAGE SPACES+ 57 DRIVEWAY SPACES + 1,038 SURFACE SPACES +79 ON -STREET SPACES ON -STREET PARKING: (16) SPACES -ARCHER AVE., 6o SPACES-STELLA LANE, & (3) SPACES -SALAMANDER DRIVE ADA REQUIREMENTS: 23 ADA PARKING SPACES REQUIRED (2%OF TOTAL PARKING SPACES) ADA HANDICAP PARKING SPACES PROVIDED:z TOTAL SPACES 21 WHICH ARE VAN ACCESSIBLE 5 ( ) SHARED PARKING: A SHARED PARKING REQUEST (35%SHARED PARKING) IS BEING PROCESSED WITH THIS SITE PLAN FOR THE OVERALL VILLAGE CENTER PARKING. THE RESIDENTIAL PARKING SPACES AND HOTEL PARKING SPACES WILL BE SHARED WITH THE COMMERCIAL OFFICE/RETAIL SPACES FOR A REDUCTION IN THE OVERALL REQUIRED PARKING, ALONG WITH AVAILABLE ONSITE TRANSIT. BICYCLE PARKING REQUIREMENTS: 1 SPACE PER 5,000 SF NON-RESIDENTIAL+ 5 SPACES (POOL)+3 SPACES (RECREATION) REQUIRED: 130,000 x 1 SP/5,0000 SF + 5 SPACES (POOL) + 3 SPACES (RECREATION AREA) = 34 BICYCLE PARKING SPACES PROVIDED: 40 BICYCLE PARKING SPACES LOADING SPACE REQUIREMENTS: (2)SPACE PER 8,0000SF(RETAIL)+(1)8,000SF(OFFICE)+(1)SPACE/ 2o,000SF RETAIL/OFFICE REQUIRED: 2 SPACES +114,000 SF x 1 SP/20,000 SF= 8 SPACES TOTAL (9) LOADING SPACES (12' x 25') PROVIDED AS SHOWN LEGEND EDGE OF PAVEMENT CURB O PROPOSED ASPHALT PAVEMENT EXIS77NG VEGETA77VE/ LANDSCAPE BUFFER GREENWAY BUFFER PROPOSED EASEMENT, VARIOUS NTH EACH SHEET Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE STRIPING PROPOSED ASPHALT STRIPING (DIREC77NG TRAFFIC) zoo EXIS77NG CONTOUR 200 PROPOSED CONTOUR 506.71 TC 506.21 EP PROPOSED SPOT ELEVA 77ON TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 6.71 TW 50e.zl ew so PROPOSED SPOT ELEVATION TW DEN07ES TOP OF WALL BW DENOTES BOTTOM OF WALL 0 PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS �. 0 PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL �---- PROPOSED FENCE OO 0 CO 00 100 YR. FLOODPLAIN PROJECT SITE fl VICINITY MAP SCALE: 1"=2,000' Sheet List Table Sheet Number Sheet Title 1 COVER :LA PROFFERS 1B PROFFERS 2 OVERALL MASTER PLAN 3 OVERALL BLOCK PLAN 4 EXISTING CONDITIONS 5 OVERALL BLOCKILAYOUT 6 SITE PLAN 7 SITE PLAN 8 UTILITY PLAN 9 UTILITY PLAN to GRADING & DRAINAGE PLAN 11 GRADING & DRAINAGE PLAN 12 ROAD & UTILITY PROFILES 13 ROAD & UTILITY PROFILES 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE MAP 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS 19 NOTES & DETAILS 20 UTILITY NOTES & DETAILS 21 LANDSCAPING PLAN 22 LANDSCAPING PLAN 23 LIGHTING PLAN 24 LANDSCAPING AND LIGHTING PLAN NOTES & DETAILS 26 TOTAL SHEETS BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT RE Q Q 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 A117.1-09 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 VDOU. CONTACT VDOU 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 MAINS . 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 METER(S)/BUILDING(S). B. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. NOTES: i. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC OR PRIVATE USE. 2. ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE PROPOSED TRAVELWAY CROSS SECTIONS. 3. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE OR FOREST LAKES. 4. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.4.12. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 5 . THE BROOKHILL PROPERTY IS LOCATED WITHIN A DAM INUNDATION ZONE AND A SMALL POTION OF PHASE 2D IS WITHIN THE DAM INUNDATION ZONE, HOWEVER, NO IMPROVEMENTS ARE PROPOSED WITHIN THIS AREA. BOTH THE SUNNY DAY AND PMP DAM BREACH INUNDATION ZONES HAVE BEEN SHOWN ON THE EXISTING CONDITIONS PLAN FOR THE SOUTH RIVANNA DAM. AS AN OVERALL REQUIREMENT, ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY DAY BREACH INUNDATION ELEVATION, AND IF ANY DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT SAFETY ACTION PLAN. THIS DOES NOT APPLY TO THIS PHASE OF DEVELOPMENT. 6. BICYCLE PARKING AREA SHALL BE INCORPORATED WITH THE FINAL SITE PLAN DESIGN OF BLOCK 1D. EXTERIOR BIKE AREAS SHALL BE PROVIDED FOR THE COMMERCIAL BUILDINGS,FITNESS CENTER AND CIVIC SPACES. 7. ITE TRIP GENERATION (BASED ON THE 2oTH EDITION ITE MANUAL), SEE CHART, THIS SHEET. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS, INCLUDING ARCHER AVENUE AND STELLA LANE. LANDSCAPING IS PROPOSED FOR THE INTERIOR TRAVELWAYS AND PARKING AREAS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE. REAR: ATRASH COMPACTOR AND (2) DUMPSTERS ARE INCLUDED WITHIN THE OVERALL DEVELOPMENTAREA TO SERVICE THE APARTMENT BUILDINGS AND THE COMMERCIAL CENTER. UTILITIES: ALBEMARLE COUNTY WATER AND SEWER IMPERVIOUS AREAS: TRAVELWAYS/PARKING: 5.54 AC (32.5%) SIDEWALKS:1.o6 AC (6.1%) BUILDINGS: 4.86 AC (28.5%) GREENWAY: o.00 AC (o%) OPEN AREA/LANDSCAPING: 5.6 AC (32.9%) TOTAL: i7.o6 AC STORMWATER MANAGEMENT: THIS PROJECT IS INCLUDED WITHIN THE APPROVED BROOKHILL SECTION 1 MASS GRADING VSMP PLAN AMENDMENT #2 (WP0201700037) COMPLETED BY COLLINS ENGINEERING. FIRE FLOW CALCULATION: NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) = 1,5oo GPM AVAILABLE FIRE FLOW WITHIN VILLAGE CENTER =1,600 GPM TRIP GENERATION CALCULATIONS ADT RATE AM PEAK RATE PM PEAK RATE CODE 220:LOW-RISE MULTI FAMILY HOUSI NG 7.32 TRIPS/KSP 0.46 0.56 1,025VPD 65 VPH 79VPH PROPOSED 140 APARTMENT UNITS (512 ENTER/513 EXIT) (15 ENTER/50 EXIT) (50 ENTER/29 EXIT) CODE 710: GEN ERAL OFFICE 9.74 TRI PS I KSP 1.16 1.15 758VPD 90 VPH 90VPH PROPOSED-77,8805E (379 ENTER/379 EXIT) (77 ENTER/13 EXIT) (13 ENTER/77 EXIT) CODE 310: HOTEL 8.36/ ROOM 0.47 0.6 1,004VPD 56 VPH 72VPH PROPOSED -120 BEDS 502 ENTER 502 EXIT 33 ENTER 23 EXIT) 36 ENTE 36 EXIT CODE 492: HEALTH/FITNESS CLUB N/A 1.31 3.45 PROPOSED-30,500 SF N/A 40VPH 104VPH (20 ENTER/20 EXIT) (52 ENTER/52 EXIT) CODE 820: SHOPPING CENTER 37.75 0.94 3.81 1,868VPD 46VPH 188VPH PROPOSED - 49,470 SF 934 ENTER 934 EXIT 31 ENTER 15 EXIT) 89 ENTER 99 EXIT TOTALADT: 4,655 297 533 *TRIP GENERATION CALCULATIONS BASED ON ITE TRI P GENERATION MANUAL (10TH EDITION) APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE COTT/R. CC>LLINS�Z No. 35791 1�1 3/13/23 _4 Z O V/ a Z C2 r_ O U LU W g m H z J a O z Ui .. W W Lu N M M 0 ZCY) z M N J �M} V W 1 W N 0-) W ' ^�� NN V 1 > J LLI Z Jz J LL LU L9 U) 1-- 0 N z J Q U U Ly O Z) Ul Z) J CO zw J W J U LU Q� O QO 0 M O CD W N U 1' LU O U U w O w K 2 d 1U) JOB NO. 182150 SCALE 1"=100' SHEET NO. 1 TH oF� o � SCOTT R. LINS� C�) No. 35791 1�1 A;P 3/13/23 o��sst ONAL E��t Original Proffers depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to the Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be Entrances as designated in the approved Erosion and Sediment Control Plan. The Owner shall Amendment issuance of a building permit ("Permit") for the first (1") dwelling within the Project, and the Phase determined to be substantially completed by: i) the Albemarle County Engineer, or its designee or prohibit such construction traffic from entering the Project via Ashwood Boulevard and _X Brookhill I Polo Grounds Road Improvements shall be substantially completed prior to issuance of either i) ii) when it is constructed, inspected and VDOT has accepted the Ashwood Connection for Montgomery Ridge Road. Once the roads are completed and dedicated for public use the Owner a Permit for the fiftieth (50th) dwelling (other than an Assisted Living, nursing home, rest home or dedication, or iii) a VDOT official otherwise confirms that they are substantially complete. shall no longer have the authority or responsibility to regulate traffic thereon. PROFFER STATEMENT convalescent facility) within the Project, or ii) a certificate of occupancy for any units within a Date: April 18, 2019 multi -family dwelling within the Project. Phase IV, as depicted on the Traffic Phasing Plan, shall D. Rio Mills Road Connection. Within six (6) months after written request by the County, the Owner H. Road Improvements, Generally. The road improvements listed in paragraph 1C (the "Road ZMA No. 201800011 Brookhill be completed prior to issuance of any Permit for a dwelling (other than a multi -family dwelling, shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title Improvements") -above shall be constructed in accordance with road plans submitted by the Owner Tax Map and Parcel Number(s): 04600-00-00-018A0, 04600-00-00-01800, 04600-00-00-019A1, 04600- Assisted Living, nursing home, rest home or convalescent facility) within Blocks 14-18 of the to a parcel of land for a public road connection, including right-of-way and granting of easements, and approved by VDOT, and shall be dedicated to public use. All of the Road Improvements shall 00-00-019A2, 04600-00-00-019131, 04600-00-00-019B3, and 04600-00-00-019B4 Project. The Polo Grounds Road Improvements shall be designed and constructed to applicable from Rio Mills Road to the Berkmar Drive Extension in the approximate location shown on Exhibit be designed and constructed to applicable VDOT standards, including, without limitation, VDOT's Tax Map and Parcel Number(s) High School Site: 04600-00-00-018BO and 04600-00-00-018DO VDOT standards, including, without limitation, VDOT's Geometric Design. The Polo Grounds D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). Geometric Design. Road Improvements shall be determined to be substantially completed by: i) the Albemarle County This proffer statement shall amend and supersede the original proffer statement for Brookhill, ZMA Engineer, or its designee, or ii) when they are constructed, inspected and the VDOT construction Substantial completion of the Rio Mills Road Connection by VDOT is anticipated prior to I. Polo Grounds Road Railroad Overpass. Within ninety (90) days after the request by the County 201500007, approved on November 9, 2016, bond is released, or iii) a VDOT official otherwise confirms that they are substantially complete. December 31, 2023. If VDOT is unable to complete the Rio Mills Road Connection by and the approval by VDOT, Owner shall cause to be installed, at Owners expense, a traffic signal December 31, 2023 and permission is granted to the Owner by VDOT and the County, the Owner at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after Owner(s) of Record: CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES Pursuant to approval by VDOT, Polo Grounds Road Improvements shall include salamander shall be responsible for the construction the Rio Mills Road Connection pursuant to road plans the date of issuance of the first (Ist) CO for a single-family dwelling within the Project, the County R. HAUGH, & E. J. OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, a VIRGINIA tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance of the approved by VDOT, in the approximate location shown on Exhibit D, Rio Mills Roadway has not so requested, (or VDOT has not approved the traffic signal within that time period) the z CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION; CRAFTON salamander tunnels shall be the responsibility of the Owner, and a maintenance agreement shall be Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection, if constructed by Owner shall be relieved of any obligation to install a traffic signal. 0 CORPORATION, a VIRGINIA CORPORATION AND BROOKHILL APARTMENTS, LLC established and approved by VDOT during the VDOT review of the road plans for the Polo the Owner, shall be substantially completed prior to December 31, 2027. The Rio Mills Road V / Grounds Road Improvements. Connection shall be determined to be substantially completed by: i) the Albemarle County 2. Trails. Parks and Civic Spaces. The Owner shall provide the following improvements within the 02 r- Approximately 277.5 acres zoned NMD (Neighborhood Model District) Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted the Rio property: U Co B. Route 29 Intersection Improvements. Pursuant to road plans approved by VDOT, the Owner shall Mills Connection for dedication, or iii) a VDOT official otherwise confirms that they are O in CHARLES R. HAUGH & ELIZABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel construct all intersection and turn lane improvements along Route 29, conceptually depicted on the substantially complete. A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's �..� z a 04600-00-00-018A0; CHARLES R. HAUGH & E. J. OGLESBY, JR. TRUSTEES are the owners of Application Plan ("Route 29 Intersection Improvements"). The Route 29 Intersection design standards for a Class B- type I primitive nature trail, shall be established Within the O G Tax Map Parcel 04600-00-00-01800; BROOKHILL APARTMENTS, LLC is the owner of Tax Map Improvements shall be substantially completed prior to issuance of either i) a Permit for the fiftieth The Credit for In Contributions, as referenced in Proffer 6, shall be increased to Greenway as described within the Code of Development. The general location of the Trail Network V / V) z Parcel 04600-00-00-019B1; and CROCKETT CORPORATION is the owner of Tax Map Parcels 04600- (50") dwelling (other than an Assisted Living, nursing home, rest home or convalescent facility) $31,086,662.86 if the Owner completes the construction of the Rio Mills Road Connection. is shown on the Application Plan; however exact trail locations shall be determined by the Owner w 00-00-019A1, 04600-00-00-019A2, 04600-00-00-019113, and 04600-00-00-019134; all of the owners of within the Project or ii) a certificate of occupancy for any units within a multi -family dwelling based on site conditions and in coordination with the County. Installation of the Trail Network > 0� such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the within the Project, whichever occurs first. The Route 29 Intersection Improvements shall be E. Transit Stop. The Owner shall construct a Transit Stop within the general location shown as a shall commence concurrently with the site work for the first Block developed within the Project W "Property". HORNE LAND CORPORATION is the owner of Tax Map Parcel 04600-00-00-018BO and designed and constructed to applicable VDOT standards, including, without limitation, VDOT's proposed Transit Stop on the Application Plan (the "Transit Stop"). The Transit Stop shall be and the entire trail network shall be substantially completed prior to issuance of the five hundredth CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018D0. The Property is the Geometric Design. The Route 29 Intersection Improvements shall be determined to be designed and constructed in coordination with, and approval by the County Director of Community (500th) Permit for a dwelling (other than a Multi -family dwelling, Assisted Living, nursing home, subject of the rezoning application identified by Albemarle County (the "County") as "ZMA 2015-007" for substantially completed by: i) the Albemarle County Engineer, or its designee, or ii) when they are Development and Regional Transit Authority (if in place) and shall incorporate a shelter, including rest home or convalescent facility) within the Project. The Trail Network shall be determined to a project known as "Brookhill" the "Project"), which includes the application lam prepared b Collins P J ( J ) PP p p p Y constructed, inspected and the VDOT construction bond is released, or iii) a VDOT official a rest bench, pedestrian access, and signage equal to or better than the current transit stops for be substantially completed by the Albemarle County Engineer, or its designee. Engineering entitled, "Brookhill Neighborhood Model District (NMD) Application Plan," last revised otherwise confirms that the are substantial) complete. Y Y P Charlottesville Area Transit CAT The Transit Stop shall be installed and completed concurrent) (CAT). P P Y September 16, 2016 (the "Application Plan"), and a Code of Development entitled the "Brookhill with the installation of surrounding roads and sidewalks within Block 1. The Transit Stop and above Upon written request by the County, but not prior to the issuance of the five hundredth (500th) Neighborhood Model Code of Development," approved on November 9, 2016 by the Albemarle County C. Ashwood Boulevard Connection. Pursuant to road plans approved by VDOT and a temporary referenced features shall be dedicated to public use, or the Owner shall grant an easement as Permit for a dwelling within the Project, the Owner shall dedicate to the County an easement for Board of Supervisors and revised for variations #1 and #2 on September 5, 2018 (the "Code of construction easement and maintenance agreement approved by the County, the Owner shall necessary to allow for the public access and usage of such facilities. public use over the Greenway area, as shown on the Application Plan. Prior to the County's request Development"). Capitalized terms, not otherwise defined in these Proffers, shall have the same definitions construct the Ashwood Boulevard Connection, as conceptually depicted with improvements and to dedicate such easement, the Owner may dedicate portions of the Greenway by easement as set forth in either the Code of Development or the Application Plan. landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwood Boulevard F. Public Transit Operating Expenses. Within sixty (60) days of transit services to the Property concurrently with one or more subdivision plats for areas lying adjacent to the Greenway; provided Connection"). The Ashwood Boulevard Connection, which includes a pedestrian connection, shall having commenced by CAT, a regional transit authority, or other provider of transit service selected however, that Owner may reserve in such easements, rights of access for grading, utilities and Pursuant to Section 33 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers be bonded prior to road plan approval and substantially completed prior to: i) the issuance of the by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be maintenance. Each subdivision plat shall depict the Greenway area to be dedicated and shall bear M the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, used for operating expenses relating to transit service to the Property; and Owner shall contribute a notation that the Greenway area is dedicated for public use. If, at the time the County requests identified above. These conditions are proffered as a part of the proposed rezoning, and the Owner nursing home, rest home or convalescent facility) or ii) the issuance of the eight hundredth (800th) Fifty Thousand Dollars ($50,000) to the County each year thereafter for a period of nine (9) dedication of the Greenway, any part of the Greenway that has not been dedicated by subdivision H M acknowledges that the conditions are reasonable. Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall additional years, such that the cash contributed to the County pursuant to this Proffer I G, shall not plat, shall be (within six (6) months of such request) at Owner's cost, surveyed, platted and recorded \ have completed the Ashwood Boulevard Connection prior to the completion of the western exceed Five Hundred Thousand Dollars ($500,000). The monetary contribution in years two (2) with one or more deeds of easement dedication. 1. Transportation Improvements. extension of Ashwood Boulevard to Berkmar Drive Extension. through ten (10) shall be paid by the anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the Pursuant to signage plan approval by the Rivanna Water and Sewer Authority (the "RWSA"), the A. Polo Grounds Road Improvements. Pursuant to road plans approved by the Virginia Department Until such time as the County determines to submit the Ashwood Boulevard Connection for public twelve (12) month period prior to such contribution. Owner shall install signage along the Trail Network within the Dam Break Inundation Zone of Transportation ("VDOT"), the Owner shall construct all intersection and turn lane dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of designating evacuation routes. Signage shall be installed as the Trail Network is established. improvements, including improvements to the horizontal alignment, vertical alignment and cross- the Ashwood Boulevard Connection. The Owner shall submit a temporary construction easement G. Construction Traffic Mana egement. The Owner shall establish Construction Entrances to the WITNESS the following signature: 0 section of Polo Grounds Road ( P rovements "Polo Grounds Road Improvements"). . The Polo Grounds Road and maintenance agreement that is acceptable to the County prior to approval of road plans for Property in locations as approved by the County and VDOT as part of the Erosion and Sediment B. Parks and Civic Spaces. The Owner shall provide not less than 3.2 acres of land within the Project OWNERS of Tax Map Perce104600-00-00-OISAO: Improvements shall be completed in two phases. Owner shall begin construction of Phase I, as Phase I roadway improvements. The Owner's improvements shall be dedicated, together with the Control Plan and Site Plan process. During the period in which all roads will be constructed within for Parks and Civic Spaces as described in the Code of Development and generally shown on the County -owned right-of-way at such time as the County determines to submit the Ashwood the Property (and until completion), construction traffic shall be required to use the Construction Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuance Page 2 of 11 Page 3 of 11 Page 4 of 11 By: GH �CHARLESA/nrLA By: '��� �'r.� � co Q �..I 1fLIZA➢ETH ANN OGLCBBY RKIJGH M i � I C3j of the fortieth (40th) CO for a residential dwelling unit in the Block in which it is located. Parks Beginning January 1 of each year following the approval of ZMA 2015-007, the amount of each cash Services Department. At the option of the County, and in lieu of the construction of a school, a public park CV and Civic Spaces shall be conveyed to and maintained by the Owner's Association. B. For -Rent Affordable Housing Units. contribution required by Proffers 3 and 4 (collectively, the "Cash Contributions" and individually "Cash may be established by the County on the Elementary School Site. Date: 71X4c. R �a/ 9 Nt 0! Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding CY) 3. Cash Proffer for Capital Improvements Projects. (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks calendar year in the Marshall and Swift Building Cost Index for masonry walls in the Mid -Atlantic ("MSI"). OWNERS of Tax Map Parcel 04600-00-00-01800: �t UJ "market qualification for the purposes of this Proffer 4, ("For -Rent Affordable Housing Unit") shall The annual adjustment shall be made by multiplying the proffered Cash Contributions amount due for the 8. Public High School or Institutional Use Site. A. The Owner shall contribute cash on a per -rate" dwelling unit basis in excess of the number not exceed the then -current and applicable maximum net rent rate approved by the preceding year by a fraction, the numerator of which shall be the MSI as of December 1 in the preceding By; CDof W units that are allowed by right under the zoning in existence prior to the approval of this ZMA Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent calendar year, the denominator of which shall be the MSI as of December 1 in the year preceding the Within one year after written request by the County, the Owner shall dedicate to the County, by General CHARLES R. HAUGH, US 0-) 2015-007 for the purposes of addressing the fiscal impacts of development on the County's public for each For -Rent Affordable Housing Unit may be increased up to three percent (3%). calendar year most recently ended (the "Annual Percentage Change"). By way of example, the first annual Warranty Deed and without consideration, fee simple title to a parcel of land for a public high school, and/or (V facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. For the For purpose of this Proffer 4B, the term "net rent" means that the rent does not include adjustment shall be $7,333.18 x 2017 MSI/2016 MSI. Each annual adjustment shall be based on the amount such other use as the County may determine suitable, of not less than fifty (50) acres abutting a publicly- By: DOUGLAS B. OG BY, TRUSTER CV W purposes of this Proffer 3, the number of units allowed by right under the R-1 Residential zoning "market tenant -paid utilities. The requirement that the rents for such For -Rent Affordable Housing of the proffered Cash Contribution due for the immediately preceding year based on the formula contained "Cash dedicated right of way, as shown on Figure E: Brookhill Schools Sites Exhibit and labeled "High School S_ �_ Date: J is two hundred sixty-nine 2691 single-family detached units. A rate" unit is an dwelling tY- ( g Y Y g Units may not exceed the maximum rents established in thisparagraph 4B shall a 1 for Y apply in this Proffer 5 the amount derived from such formula shall be referred to hereinafter as the ( Site" the "Hi School Site"). The Hi School Site shall be conveyed as -is, without an improvements ( "High ) High Y Y P ; unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable a period of ten (10) years following the date the certificate of occupancy is issued by the Contribution Due"), provided, however, in no event shall the Cash Contribution amount paid by the Owner or warranty as to suitability. OWNER of Tax Map Parcel 04600-Oo-00-019B4, 04600-00-00-019B3, 04600-00-00-019A1, 04600-00-00-0I9A2: Q Unit as described in Proffer 4 ("Market Rate Unit"). The cash contributions shall be Seven County for each For -Rent Affordable Housing Unit, or until the units are sold as low or be less than Seven Thousand Three Hundred Thirty-three and 18/100 Dollars $7,333.18 per single family LL Thousand Three Hundred and Thirty-three and 18/100 Dollars ($7,333.18) for each single family moderate cost units qualifying as such under either the Virginia Housing Development detached Market Rate Unit and Five Thousand Four Hundred Forty-seven and 57/100 Dollars $5,447.57 CROCKETT CORPORATION, oration Virginia corporation a Virgp J Z detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/100 J Project qualifying as such under Proffer 4. In other words, the cash contribution for market rate whichever comes first (the "Affordable Term"). Dollars $7,419.91 per multifamily Market Rate Unit under Proffer 3 or Twenty -Four Thousand and Three "Minimum 9. Historic Resources. By: CZr w m. y Fa„rIC� • - oe�� Am 0. Haugh, Its Pls dent - > I~ LL single family units shall begin after the issuance of a CO for the 269th single family dwelling unit g Y g� g Y g Hundred Seven Five Dollars $24,375.00 per affordable dwelling unit under Proffer 4 the Seventy P g ( (� and prior to the issuance of a CO for the 270th single family dwelling unit. The cash contributions (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable Cash Contribution"). The Annual Percentage Change shall be calculated each year using the Cash A. National Register of Historic Places Eligibility. The existing Brookhill dwelling is eligible for the Date: W'Tay `7 LU J for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forty- Housing Units during the Affordable Term shall contain language reciting that such unit is Contribution Due, even though it may be less than the Minimum Cash Contribution, HOWEVER, the National Register of Historic Places. Owner shall address any adverse impact to this designation L9 I (f) seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit subject to the terms of paragraph 4B. In addition, all contracts pertaining to a conveyance amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash as part of the Section 106 Review under the National Historic Preservation Act of 1966 (NHPA), or a For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The of any For -Rent Affordable Housing Unit, or any part thereof, during the Affordable Term contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly which is administered by the Virginia Department of Historic Resources (DHR). OWNER of Tax Map Parcel04600-00-OMISBO: HORNE LAND CORPORATION, i i i Virgna O 0 LU cash contributions for each multifamily Market Rate Unit shall be Seven Thousand Four Hundred shall contain a complete and full disclosure of the restrictions and controls established by adjusted each year. a corporation —1 L.L. Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any B. Cemetery Delineation. Owner shall i) delineate any cemeteries encountered within the Project on Q� T_1 LL. Unit or For Rent Affordable Housing Unit within the Project qualifying as such under Proffer 4. For -Rent Affordable Housing Unit during the Affordable Term, the then -current Owner 6. Credit For In -Kind Contributions. the site plan or subdivision plat for the area to be developed which contains such cemetery or By.,, [� y Q Q shall notify the County in writing of the conveyance and provide the name, address and cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Amt o. Haugh, Its Pmaident ' _ U LY �- 4. Affordable Housing. telephone number of the potential grantee, and state that the requirements of this paragraph Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay Cash Director of Community Development, or its designee at the plan or plat review. Dare, � ?1, 9 W 4B(2) have been satisfied. Contributions shall not commence until the number of units, to which such Cash Contributions apply have .7,01 OWNER of Tax Map Parcel 0460000-00-0191)0: I U The Owner shall provide affordable housing equal to fifteen percent (15%) of the total number of residential been completed that results in what would otherwise have been a total Cash Contribution equal to the total C. Greenway Area Woodlands Camp. There shall be no land disturbance by Owner or by any of its CRAFTON CORPORATION, a Virginia corporation units constructed on the Property. For example, if one thousand (1000) total units are constructed in the (3) Reporting Rental Rates. During the Affordable Term, within thirty (30) days of each value of: i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in LLI Project, one hundred fifty (150) units, or their equivalent, are required to be provided to satisfy this Proffer rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner School Site, iii) the Polo Grounds Road Improvements, iv) Route 29 Intersection Improvements, v) "In the Phase I Historic Resources Study for the Project. n -- By:""""^ L J 4, subject to paragraph 4C. The Owner or its successors in interest reserve the right to meet the affordable shall provide to the Albemarle County Housing Office a copy of the rental or lease Ashwood Boulevard Connection, and vi) the Trail Network, (collectively referred to as the -kind r L- �— U) housingobjective through a vane of housing es, including but not limited to for sale units, rental units, l l� variety g types, 8 agreement for each such unit rented that shows the rental rate for such unit and the term of 9' Contribution"). The In -Kind Contribution amount shall be $28 336 662.00, The In -kind Contribution ) , , This Proffer Statement may be executed in an number of counterparts, each of which shall be an original Y Y rP(n Ann O. Haugh Its President accessory units and Carriage Units, ("Affordable Units") or through cash contributions, as more particularly the rental or lease agreement. In addition, during the Affordable Term, the then -current reflects the value of the improvements that the Owner has committed to make in these proffers that are for and all of which together shall constitute but one and the same instrument. Date' 2' Ix,, % �o 9 described in sections 4A, 4B and 4C below. Owner shall provide to the County, if requested, any reports, copies of rental or lease the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash agreements, or other data pertaining to rental rates as the County may reasonably require. Contributions until the time of the issuance of the building permit for a new unit completed after applying Lu A. For -Sale Affordable Housing Units. All purchasers of the For -Sale Affordable Housing Units, a credit for the In -kind Contribution. In the event that the Project is completed prior to the balance of the LU J defined below shall be approved b the Albemarle County Housing Office or its designee. "For- ( ) PP Y �' g i� C. Cash in lieu of Constructing Affordable Dwelling Units g �� In -kind Contribution being exhausted, an remaining balance of the In -kind Contribution may not be g Y g Y OWNER of Tax Map Parcel 0S, LLC, W-0 Virginia BROORIDLL APARTMENTS, LLC, a Virginia limited liability company Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which In lieu of constructing For -Sale, or For -Rent Affordable Dwelling Units for fifteen percent (15%) of the applied for any other project or development. � households with incomes less than eighty percent (80%) of the area median income may qualify, total number of Units, the Owner has the option to make a cash contribution to Albemarle County for the [Signature Pages to Fallow] By: CDG Holdings, LLC, Managing Member v ) and shall not exceed sixty-five percent (65%) of VHDA's Maximum Sales Price for first-time affordable housing program in the amount of Twenty -Four Thousand and Three Hundred Seventy Five By: Haystack Corporation, M ger homebuyers. The Owner shall provide the County or its designee a period of one hundred twenty Dollars ($24,375.00) (the "Affordable Housing Cash Proffer") for each such unit as follows: the Owner 7. Elementary School Site. � (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The shall exercise the option to make, and thereby shall pay the Affordable Housing Cash Proffer to the County, By: one hundred twenty (120) day period shall commence upon written notice from the Owner that the if the Affordable Housing requirement has not been proportionally met otherwise, in four (4) installments; Within one year after written request by the County, but in no event earlier than one year after the date of Andre° cGmty, Its President ,LLJ Qi unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior after an inspection and prior to the issuance of approval of a CO for each of the two hundredth (200th), five issuance of the first (1 ") CO issued for a dwelling within the Project, the Owner shall dedicate to the County, Date: S Ls2za.g J c1f o to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the hundredth (500th), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a public Q County or its designee may then have thirty (30) days within which to provide a qualified purchaser The total Cash in lieu contribution due to Albemarle County at each of the four (4) payment periods as elementary school of, as shown on Figure E: Brookhill School Sites Exhibit and labeled "Elementary 0 for such For -Sale Affordable Housing Unit. If the County or its designee does not provide a during the hundred twenty day the Owner have the noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate Affordable Housing Units. School Site" (the " Elementary School Site'). The Elementary School site shall not be less than seven (7) The Elementary School Site be BROOKIMI L INVESTMENTS, LLC, a Virginia limited liability company (Contract Purchaser) CD O M qualified purchaser one (120) period, shall right and acres, and shall abut a publicly -dedicated right of way. shall a graded and By: River Bend agemen Inc. Manager O W to sell the unit(s) without any restriction on sales price or income of the purchaser(s). Carriage compacted pad site with water, sewer and electricity utility connections constructed to the edge of the parcel CV Units, as defined in the Code, shall not exceed twenty-five percent a5% of the total Affordable Y P (� ) 5. Cost Index. to accommodate an elementary school according to standards of the County School Division's Building rY g tY g By: Alan R. Taylor, is President Units. y Date: Was -Tr'Ylf/ 14 r Page 5 of 11 Page 6 of 11 Page 7 of 11 Page 8 of 11 F W_ 0 d w (n JOB NO. 182150 SCALE N/A SHEET NO. lA a COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 November 4, 2016 Scott Collins 200 Garrett St Suite K Charlottesville Va22902 RE ZNU201500007 and SP201500025 Brookhill Dear Mr Collins, The Albemarle County Planning Commission, at its meeting on August 16, 2016, The Planning Commission took actions on the following as noted below- - Zoning Map Amendment (ZMA201500007) for the Brookhill development - Special Use Permit (SP201500025) for grading activities in the floodplam - Private street authorization (Sections 14-233 and 14-234) - Modification of street standards 14422(E) - Sidewalks along private streets serving amenity oriented lots 14-422(F) - Planting strips along private streets serving amenity oriented lots - Modification to Attachment G to add that the connection to Coralbeny Place be pedestrian or bike only • By a vote of 5 0.2, APPROVED MODIFICATION to the list of changes in Attachment G needed for Brookhill, prior to it being approved by the Board of Supervisors, to add that the connection to Coralberry Place on the application plan is to be for pedestrian or bike use only • By a vote of 4 1.2, RECOMMENDED APPROVAL of ZMA201500007 with the changes as recommended by staff in Attachment G (as modified for Coralberry Place) • By a vote of 4 0.2, RECOMMENDED APPROVAL of SP201500025 Brookhill with the conditions recommended by staff for the special use permit, as follows 1 Prior to final road plan approval or permitting of a land disturbance in the floodplam, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of Map Revision Based on FIII (LOMR-F) In addition, the applicant shall copy the County Engineer on all correspondence with FEMA Construction of the road shall be in compliance with approved road plans and FEMA approved CLOMR-F 2 Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of the property, with the exception ofthe stream crossings, shall be located outside of the 100 foot stream buffer (as shown on the Brookhill Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 06/15/16), Flood Hazard Overlay, and preserved slopes on the property Approval of lots located within the stream buffer shall be subject Subdivision Agent approval • By a vote of 4 0.2, AUTHORIZED private streets for amenity oriented lots for the reasons stated in the staff report and in attachment H. • B a vote of 4 0.2 GRANTED an exception from the requirement for sidewalks on those private is y p req t s o p a streets that serve amenity-onented lots, for the reasons stated in Attachment H, subject to the following condition i A five-foot wide sidewalk across the length of the amenity area shall be provided for access to and from the lots and shall connect to the sidewalk network along the public streets • By a vote of 4 0.2, GRANTED an exception from the requirement for planting strips on those private streets to serve amenity -oriented lots, for the reasons stated in Attachment H If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832 Sincerely, Megan Yaniglos Principal Planner Planning Division t$ ¢ j3 ) RIItGtlttP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434) 972-4126 December 13, 2016 Scott Collins 200 Garrett St Suite K Charlottesville Va22902 RE ZMA201500007 and SP201500025 Brookhill Dear Mr Collins, On November 9, 2016, the Board of Supervisors took actions on the above noted petitions. ReeardinR SP201500025 The request for fill in the flood hazard overlay district is requested for a road crossing was approved by the Board's adoption of the attached resolution and conditions. Resardina ZMA201500007 The request to rezone parcels to Neighborhood Model District for a maximum of 1550 residential units and 130,000 square feet of non-residential was approved by the Board's adoption of the attached ordinance and attached proffers. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes. • compliance with conditions of the SPECIAL USE PERMIT, • approval of and compliance with a SITE PLAN or a SITE PLAN AMENDMENT; and • approval of a ZONING COMPLIANCE CLEARANCE. Before beginning uses as allowed by this special use permit or if you have questions regarding the above -noted action, please contact Rebecca Ragsdale at (434) 296-5832 ext. 3226 Sincerely, � Py,l 6LQ -- David Benish Chief of Planning Planning Division *Attachment* I yi PHASE It INTERSECTION IMPROVEMENTS k i 1 PHASE I INTERSECTION / IMPROVEMENTS / ORDINANCE NO. 19-A(9) ZMA 2018-00011 BROOKHILL PROFFER AMENDMENT AN ORDINANCE TO AMEND THE PROFFERS APPROVED WITH ZMA 2015-00007 FOR TAX PARCELS 04600-00-00-01104600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019111, 04600-00-00-019B3, AND 04600-00-00-019B4 WHEREAS, the application to amend the proffers that were approved with ZMA 2015-00007 for Tax Parcels 04600-00-00-018AO, 04600-00-00-01800, 04600-00-00-019A1, 04600-00-00-019A2, 04600-00-00-019B 1, 04600-00-00-019B3, and 04600-00-00-019B4 (collectively, the "Property") is identified as ZMA 2018-00011, Brookhill Proffer Amendment ("ZMA 2018-11"); and WHEREAS, ZMA 2018-11 proposes to amend Proffer Numbers 1D, 111, 6, and 8 of the Proffers that were approved in conjunction with ZMA 2015-07 due to VDOT's planned construction of the Rio Mills Road connector road, specifically, to reflect that the developer will be responsible for the construction of the Rio Mills Road Connection only if VDOT does not do so, to reduce the value of the credit for in -kind contributions that are available to the developer, and to reduce the acreage of the high school or institutional use site that the developer is required to dedicate in fee simple to the County from 60 acres to 50 acres; and WHEREAS, on November 14, 2018, the Albemarle County Board of Supervisors waived the Planning Commission and Board of Supervisors public hearing requirements pursuant to the applicant's request and County Code § 18-33.15.A(1)(a); and WHEREAS, staff recommends approval of ZMA 2018-4 1. BE IT ORDAINED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the staff report prepared for ZMA 2018-11 and its attachments, including the proposed amended proffers, the information presented at the public hearing, the material and relevant factors in Virginia Code § 15.2- 2284, and for the purposes of public necessity, convenience, general welfare and good zoning practices, the Board hereby approves ZMA 2018-11 with the proffers dated April 18, 2019. s•• 1, 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 meeting held on July 17, 2019. Clerk, Bomd of County Sup r Isors f Nay Mr. Dill Y _ Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y RESOLUTION OF SUPPORT FOR RIO MILLS CONNECTOR TO BERKMAR EXTENDED ALIGNMENT WHEREAS, Albemarle County included a connection from Rio Mills Road to the new Berkmar Drive Extended in the Places 29 Master Plan as a priority road improvement; and WHEREAS, Albemarle County approved the accumulation of Telefee funds in the Secondary Six Year Plan to be designated to the construction of this Connector road; and WHEREAS, the Commonwealth Transportation Board approved the remainder of funding necessary to complete the connector road to be awarded to Albemarle County through the Smart Scale program based on Albemarle County's 2016 Grant application; and WHEREAS, the Virginia Department of Transportation worked extensively with Albemarle County staff, Albemarle County Schools Division, and the developer of Brookhill on the proposed alignment of the connector road; and WHEREAS, the Virginia Department of Transportation received public comments on the preliminary design and alignment at advertised Public Hearings on October 9, 10, and 11, 2018; and WHEREAS, the public comments received by the Virginia Department of Transportation supported the proposed alignment of the new connector road. NOW, THEREFORE, BE IT RESOLVED, that the Albemarle County Board of Supervisors hereby fully endorses and supports the proposed alignment as presented by the Virginia Department of Transportation for the Rio Mills to Berkmar Drive Connector; and BE IT FURTHER RESOLVED, that the Board of Supervisors hereby respectfully requests the Commonwealth Transportation Board to approve the proposed alignment for design and construction. I, Claudette K. Borgerson, do hereby certify that the foregoing writing is a true and correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County by a vote of six to zero, as recorded below, at a meeting held on July 17. 2019. 7 Clerk, Board of Count ervisors Aye Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKeel Y Ms. Palmer Y _ Mr. Randolph Y )� PHASEIINTERSECTION�/ /Np°. NOTE: POLO GROUNDS ROADWAY AND LANE CONFIGURATION AS U \ IMPROVEMENTS / �/ SHOWN IN THIS EXHIBIT is FOR ILLUSTRATIVE PURPOSES ONLY. THI "'rrr FINAL DESIGN AND LANE CONFIGURATIONS OF POLO GROUNDS INTERSECTION / / c'� .i... e --:: • CONSTRUCT (a)NEW WESTBOUND � �' ° ROADWAY IMPROVEMENTS WILL BE IN ACCORDANCE WITH THE ���•. _ ,� /�,� }1 T� LEFT- TURN LANE ON POLO �� -'1� APPROVED TRAFFIC IMPACT ANALYSIS AND FINAL APPROVED ROAC IMPRI PHASE II ROADWAY IMPROVEMENTS PHASE I ROADWAY IMPROVEMENTS )ADWAY MENTS - H N I t PHASEINTERSECTION I wo IMPROVEMENTS A y/ rolD G0.0UND50.0ADAD _ acoi--TREE PHASE I INTERSECTION PHASE IV R ADWAY MPROVEMENTS IMPROVEMENTS GUR BROOKHILL TRA C PHASING PLAN GROUNDS ROAD WITH 37V OF / "7 CONSTRUCTION PLANS FOR THE ROADWAY IMPROVEI STORAGE EMEND WESTBOUND RIGHT -TURN LANE ON POLO GROUNDS ROAD 0 PROPOSED SALAMANDER FROM So'OF STORAGE TO R°o' OF - STORAGE CROSSING ($TOTAL) . E' `.�' CONVERT RIO MILLS ROAD TO A RIGHT IN/RIGHT-OUT OPERATION. NTERSECTION2 CONSTRUCTASOUTHBOUND ROADWAY, PROVIDING (i) \ \ LEFT -TURN AND WRIGHT-TURN LANE. CONSTRUCTAN EASTBOUND `--''-�� 2'INVERTED RETAINING • ti �' r_ �. ~"'�.._` LEFT -TURN LANE ON POLO _ �'( '-'� _-_'-�--- -`'�.-- _ -'�- WALLjNDCULVERT GROUNDS ROAD WITH a5o FEETOF '-'/'�.- -'$ `\.` -`.'HEAD WALL SYSTEM STORAGE 1- \ ^� \ ` INTERSECTION • CONSTRUCT A RIGHT4N I RIGHT-OU ROADWAY ENTRANCE TO ROUTE zg • CONSTRUCTANORTHBOUND RIGH' TURN LANE ON US 29 WRH mo' OF STORAGE. PHASE II INTERSECTION IMPROVEMENTS ROADWAY TO PROVIDE(a)LEFT TURN LANE & (1) RIGHT -TURN LANE RESTRIPE PAINTED MEDIAN TO PROVIDE WESTBOUND LEFT -TURN LANE ON ASHWOOD BOULEVARD WITH wo' OF STORAGE. RESTRIPE EASTBOUND ASHWOOD BOULEVARD APPROACH TO PROVID (1) RIGHT -TURN LANE ,SE IV INTERSECTION ROVEMENTS :RSECTION SS CONSTRUCTSOUTHBOUND ROADWAY TO PROVIDE (a) LEFT - TURN LANE AND W RIGHT -TURN LANE CONSTRUCT AN EASTBOUND LEFT - TURN LANE ON POLO GROUNDS ROADWAY WITH iSo' OF STORAGE SALAMANDER TUNNEL e' _ (i7 -_- \ TMPy6-i6 • ... ,-%. \�� '.. � ENINANCETOOUMRY 1 i i*t bti y' 1r ( ' - I `-(� / TMP46-i4A TMP45-58 ROCKYDALE CHARLOTTESVILLE PROPOSED ROAD CONNECTION / / '7(.` QUARRY f ( BETWEEN RIO MILLS ROAD AND DOoe BERKMAR DRIVE - TMP46n8B r HORNE LAND CORPORATION �. M l ��Y TMP55-6a TMP46-iBB PROPOSED PEDESTRIAN HORNELAND /fir tM CROSS -WALK TMP46-1$D CORPORATION \ /l. EXISTING TREE AREA / CRAFTON CORPORATION -TRAIL\ \\ ^ Q j PROPOSWEA VDOT ROQ(UrTE a ! Q IATYE CO WACTLiI(O\F �0 ------ _NTO CON'.. { \ IMPR04MENTS-SWtAP I O POSED \`\A�pR NG CONNECTOR AE) M \ Z I PR OSED LANDS FF ` \ \ E ( CO STINGOFE - ALO GCONNECTOR A - FINAL AUG N MENT OF BERKMAR DRIVE TO BE CONSTRUCTED BY 2Da7 (PERVDOTi00%CONSTRUCTIONPLANS) a - `FIR ISEDP VMA (' CRAFTON r t PAT Avc E CORPORATION - i ) y -Y I --c Ilk no FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT ex' �� y m `v : n J J b a �I PROPOSED 6o+ ACRE HIGH SCHOOL SITE TMP46-188 HORNE LAND J� CORPORATION .l i I TMP46-a8D CRAFTON CORPORATION If i j/ FIGURE E: BROOKHILL SCHOOL SITES EXHII PROPOSED7ACRE ELEMENTARY SCHOOL / SITE COTT/R. CC>LLINS�Z No. 35791 1�1 3/13/23 _4 Z O V/ a Z < U O LU 2:w in H z J O a � � z / > .. w LU W Lu N M M L9 Z CY) z t'7 I< 0 J N t:'O LU N W CD 0i WNN H V) > J Z LU Q J Jz tiiiiiiiiiiiigim0 \ /(/) E1 LL LU I U-) IY O J ® LU LL Z 0� LL U WI U w LU® U Z J Z LU LU J U 1U) J r i Q L O V 0 O O W N U w a v=i JOB NO. 182150 SCALE N/A SHEET NO. 18 TH oF� o � SCOTT R. LINS'� No. 35791 � - ODg U(� ���. — PROPOSED ASHWOOD BOULEVARD CONNECTION / ' Z O Z 0�0� 3/13/23�� �YSI PROPOSED TRAILHEAD ACCESS AREAT "ARb -' o UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT �L= '— �% THORN \ 9T _ o W z ONAL EEO\ PROVIDE PARKING, AN INFORMATION KIOSK, FOR MORE INFORMATION ON REQUIRED BUFFER ~/ LL ry iN m w AND PEDESTRIAN ROADCROSSING SHWOOD a 0.W ACCESSTHEMULTIUSE RAILWAY /� W W o ' Zw a £ — FOREST LAKES aQ x G LJ w o `:. \` r' NEIGHBORHOOD C T J L V 4 SITE Z W ROUTE 2g IMPROVEMENT y6B51 E SWOO �` 1C . p / R S p (^\ SWIM FACILITY # 3 COUNTY OF - R 3 o' MIN. NATU AL BUFFER. ' _ � �� `' , R70 M 7 RO )A,. �� ��1{ yr Y I Ln Z N e EMARLE + � �� � ROPOSED PRIMITIVE TRAIL WITH . J AO O-" W „ i n \ ' \ CONNECTION TO FOREST LAKES — r _ y POLO GROUND _j 0 ILI PROPOSED © I'I ALBEMARLE COUNTY RESERVED STEEP SLOPE SROAO t7 _ z z O PRIMITIVE BLOCK 1 ) a` (TYP.) Q 01 TRAILWAY U TRAILS (TYP.) of )O' VICINITY MAP: SCALE: 1 = 2000 �� --� --" DEVELOPMENT I I AREA (TYP.) �/ )II� B AN COURT 3 C� o GENERA L NOTES U LU w 0 m co BLOCK IS -t ._ . tom' �,,.r' _ `.. Q \` - �_ OWNERS: E.J. GH, CH YR ES TRUSTEES EL ZABETH A LE OGLESBY H. OGL < + ~ 0 O a l~ L9 1 CIvj6S OPp ii 0 435 PARK ST 2575 5EMINOLE TRAIL J CHARLOTTESVILLE, VA CHARLOTTESVILLE, VA T.M. 6 - 186 HORNE LAND CORPORATION - ` ` \\ �� � COIN I "' I _ _ _ r \ 22gol 229oz TMPo 600-00-00-01 0o Cz W W ,.. I OPEN SPACE L] �\ f CROCKETT CORPORATION x W - - ;�• (TYP.) �,c�, �'V `jam"-�. O CIO HAUGH & HELVIN 435 PARK ST p N }` PROPOSED CIVIC SPACE- \ \ CHARLOTTESVILLE, VA 22901 (7 z � z BLOCK I2 ! �•°; \ '. / BLOCK io« , BLOCK 14 EASTERN POCKET PARK j� (LOCATION TO BE DETERMINED _ / O P ,i \ _',> nn LJ DEVELOPER: RIVERBEND DEVELOPMENT, INC. 4555ECONOSTREETSE,SUITEyoo O w O w O v ° ,° * � WITH FINAL DEVELOPMENT PLAN) -- -' O CHARLOTTESVILLE, VA 22 0 9 3 EXISTING Zoo -YEAR R °� FEMA FLOODPLAIN (TYP J < y 1. "v, �` i, , . PROPOSED VEHICULAR i [� o ENGINEER. COLLINS ENGINEERING V w w Z w z z z z z g _ . , % BLOCK 9 ., i oy PROP EDPRIMITIVE - \ .«� « \ °off j -' ° __ INTERCONNECTION THE MONTGOMERY _ 'MIN NATURAL BUFFER Zoo GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22go2 Z 0 p ¢ f g d O m O yr ~ p z ROUTE 2g \ !� TRAILWAY a _p, �,,; „-\ \ a ,,•°°,�.. RIDGE NEIGHBORHOOD O TAX MAP ZONING: 04600-oo-oo-ol800 oy600-oo-oo-ol8Ao oy600-oo-oo-olgoo �--� 00 w w f w f ¢ m IMPROVEMENT PATHWAY '.., .: \ ..� \ ° Yi t , °•.• q, �.., �:.: I" / .rear-= PROPOSED CIVIC SPACE i;, OPEN / `,, _. D.B.731, PG. 690 D.B.1333, PG.450 D.B.731, PG.6go � Ln re w _1 ¢ m f o f O Z - .' # ° SPACE / '' ALBEMARLE COUNTY R-1 RESIDENTIAL R-2RESIDENTIAL ZONE: R-2 RESIDENTIAL o g m 1! _ (TYP.) !' BLOCK 11 GR ENWAY I ram, `-, ,t. ''\'•, °°as�rb ee��% _,' MANAGED STEEP SLOPE (TYP.) y RV" TOTAL PROJECT AREA: oy600-oo oa-o18o0 42.55 AC a z a z Q M \ IMPROVEMENT -,, (TYP-) o f ;�:. ` O N O o oy600-oo-oo-olBAo 27.2 AC. g o_ g n' z 0 m �t SWMFACILITY#z p. � GREENWAY • « GREENWAY ♦ '�'\°� o , , ' ". j/� _ (TYP.) G�ROP V BLOCK 18 `o� � O O oy600-oo-oo-oigoo - 207.66AC. 277.5o AC. TOTAL w w P) UPLAND °�' \ w PROPOSED 50BUFFER_ AROUND VDOTSTORMWATERV PARK , +• 'EXISTING ARCHAIC WOODLAND DEVELOPMENT PROPOSED ZONING: NEIGHBORHOOD MODEL DISTRICT wm wm z MANAGEMENT POND /�. , , " ' "' „ `°° 4. i `, CAMPSITE AREA TO BE PRESERVED j AREA (TYP.) y o TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2o15.L9 z z p BLOCK 16) . ..) �'7_ BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015.Ln w x F- JM �� �� w � 4:u rt AV 1 DATUM: N D 88 W � D Ln "a�...,...„, '� \ ,\ NGAlO-YEAR - - --- EAM BUFFER (TYP. °'"' ° ° e o, "` tt .',•' , \ �\ °• FLOODPLAIN (TYP.) .�„ - o UTILITIES: COUNTY WATER AND SEWER � I� 7 Ln CO B LOCK O �. , \ ` - o S o FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE FEMA MAP ID S1003Co28oD M PROPOSED RIGHT IN -RIGHT OUT �' !} z \ _ �_ _ BLOCK 4 t / `� DATED FEBRUARY y, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF w ¢ rn J INTERSECTION IMPROVEMENTS. w m BROOKHILL TIA REPORT j I ( TRAFFIC {" ' /` THE PROPERTY. -. o 0 0 0 a, N SEE D 0` L STREET CIRCLE/ROUNDABOUT MAY \ ALBEMARLE COUNTY x. .\ 's. -r MONTGOMERY RIDGEU3 FOR FURTHER DETAIL MAIN BE CONSTRUCTED AT THE PRESERVED BLOCKS • M'' '� NOTES: M BOULEVARD ENTRANCE INTERSECTION OF MAIN STREET AND (TYP.) THENORTH(SOUTHCONNECTORROAD BLOCKS / �> '" NEIGHBORHOOD � 1. SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET CROSSSECTIONSFORTHEBROOKHILLDEVELOPMENT- Uj I I OPEN I,- $ 2. EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE 7 (\I L z SPACE (TYP.) I OPEN /'> DETERMINED WITH THE SITE PLAN PROCESS. L W O 1 t—I Q SPACE;% 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE MAINTAINED BY THE HOA. < N (n J 1 �_,,, (TYP.) BLOCK EXISTING <, ��/ / y. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGEUM 1 1 .I too -YEAR ;` PROPOSED OR FOREST LAKES. 1..� 1 FLOODPLAIN (TYP.) o ,« �'" RIMITIVE -" 1 _ ,�� ��( v 5. THE IMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE EASTMEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN Q w T.M. 46 - 18D CRAFTON CORPORA TION -- _ 1 - , TRAILWAY - - -" °. 1'�° 1 .�5�' Otf (� OP THE FLOODPLAIN. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS 7 > ' 1 BLOCK 2 ; ^ � "a 'e DEVELOPMENT AREA ''` �O ) � > J / O �� Z o V a TO THE FLOODPLAIN. L LU 4 • ' 1 °.-. b. • BOUNDARY (TYP.) \/ \0 a 6. PARKING FOR THE PROPOSED BROOKHILL DEVELOPMENT SHALL BE PROVIDED IN LLI J Z - _ � • PROPOSED NEIGHBORHOOD CENTER I _ r �P" TO BE DETERMINED I T � 1 IMITS OF PROPOSED REZONING = D ACCORDANCE WITH ALBEMARLE COUNTY CODE 18.y.1z. EACH PRELIMINARY SITE AND SUBDIVISION PLAT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE ` 2 �- J \ �� ' (LOCATION _ _ , —� °� `• BLOCKI WITH FINAL DEVELOPMENT PLAN.) 1 _ — — _ — 1 — — — e e f �� _ 2 nT PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. 7. ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY Q Ill- U `^J v/ J '.) d t.%— - _ I r �° $ jOe C I �. I (� ' / / '') h._ ��y DAY BREACH INUNDATION ELEVATION, AND DWELLING UNITS BELOW THE PMP INUNDATION ELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT �..� � ■ {'! w Q PROPOSED ioo' BUFFER ALONG RT. ag _L 7 / �� }) SAFETY ACTION PLAN. L I— 70' NATURAL LANDSCAPE BUFFER BLOCK 4 \ m ACRE HISTORIC _ _ ° BROOKHILL PARCEL BLOCK I BLOCK O•° , � � .- . ' �., \\ r 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE AMINIMUM OF(3)CIVIC AREAS, ASSHOWN L.L� Ln W & 3o' LANDSCAPE BUFFER 1 .3 �t = _� «• o ON THE APPLICATION PLAN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE O ® I - - __ALBEMARLE COUNTY. ° I , `'•, ' o _ AMENITIES PROVIDED IN EACH PROPOSED CIVIC AREA. 1L N O NOTE: A PROPOSED MULTI -USE PATH I.iI APPROXIMATE LOCATION OF HISTORIC MARKER FOR THE ,r ANAGED STEEP SLOPE {gip ', ., (TYP.) GREENWAY ' -. �:�� i � f /,' `- `' 9. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER < ` Z _j Q L�L i� J IS PROPOSED BY VDOT ALONG THE ROUTE 2g FRONTAGE OF THIS BROOKHILL PROPERTY _ _ • / \ •. (TYP.) y' I \ �- / / \ `4,t "' \ ' ��-- •' r _ ; e iy 0 -'1 MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. O N fY H� PROPERTY. PATHWAY TO BE ROPOSED 2o' BUFFER _ ». ,,. f S' \ "- 7 { 10. CONNECTION POINT®ON THE APPLICATION PLAN SHALL BE A FULL VEHICULAR INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION POINTOHALL ONLY BE A LLJ ■�°°Y Y LOCATED WITHIN THEVDOTRNV. -- LOCATION OF EXISTING \ /\ ': t\,/� PEDESTRIANIBICYLEACCESS CONNECTION- to F"'� U O \ BLOCK I -. UNN CEMETERY TO \ ""�q� I ' „•� + Li�i 11. UNIFORM SIGNAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. ( r} ' 1 a LLI ® O Lo -ooza' REMAIN \ -_BLOCK LINE (TYP.) �° \ .., o C;' ,, ,, NOTE: . • 7,; AND ALL STORMWATER MANAGEMENT FACILITIES EROSION CONTROL MEASURES SHALL BE LEGEND �••i 7 Z ��/ _I Z) CD \ BLOCK E) ALBEMARLE COUNTY, ' LOCATED OUTSIDE OF THE PRESERVED SLOPES. 1L Q BLOCK 8 ,� * \ % PRESERVED STEEP SLOPE i S ROPERTYBOUNDARY (TYPJ GREENWAY PRESERVED SLOPES z 1L Z � 0 W ` NOTE: AREA WITHIN THE too' BUFFER AND OUTSIDE THE EXISTING TREE' O j PP (TYP.) h' BLOCK \ : ' �' t \• ' fj } o °`' •• _-- - .a� • \) I ® VEGETATIVE BUFFER MANAGED SLOPES ® OPEN SPACE O N ¢ Q i W LLI J > O LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACE 29 TS FORESTED BUFFER REQUIREMENTS ' \`, / DEVELOPMENT EXISTING 300-YEAR J FLOODPLAIN (TYP.) \ ; •.k / AREA (TYP.) �" - - ' E ING BROOKHILL ! , „. j LIMITS OF 2gTH CENTURY H SE TO REMAIN \ •� ••••••. _.......•• P v - •°Oe WITH HOA APPROVAL, A 10' MULTI -USE PATH SHALL BE EXTENDED TO THE ENTRANCE OF GREENWAY IMPACTS &PRESERVED SLOPE IMPACTS WETLANDS 1 �l � J • + fi (n �� = � COMPONENTS OF BROOKHILL � MONTGOMERY RIDGE. THE HOA WILL NEED Q JI I i1 ,: BLOCK 8 I �3 TO APPROVE THE TRAIL AND EXECUTE ALL PARCEL WITHIN BROOKHILL ENCOMPASSING THE BROOKHILL v DEVELOPMENT AREA �. (TYP.) EASEMENT DOCUMENTS ALLOWING THE � 0 HISTORIC &THE 1gTH CENTURY COMPONENTS OF ♦ I Y w i EXISTING too -YE ARBOUNDARY FEMA FLOODPLAIN '`' ^+� CONSTRUCTION OF THE MULTI -USE PATH ON HOA PROPERTY. 0 BROOKHILL O Q (TYP.) ROPOSED IO PAVED o SPACE MULTI TRAIL 20' MULTI USE PATH TO BE CONSTRUCTED ALONG ! PRIMITIVE TRAILWAY -PURPOSE THE NORTH SIDE OF POLO GROUNDS ROAD COm un![y L,•--ve1cPmelI1 0 Q ,' -' // �Y ' ••.•dAo ;�%/ ',:�%% epartment It PROPOSED TRANSIT STOP - TO BE INCLUDED WITHIN OR * ADJACENT TO THE NEIGHBORHOOD CENTER. FINAL :� �;%'^�/''' � • FII� ROPOSED PEDESTRIAN TUNNEL ,• LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. IMPROVED INTERSECTION ' �y �y a _-�9 / �� / O Ap vI ° AND STOPLIGHT. T x d ORK roved by l , ; d . Su ervI50r5 p oOo® EXISTING 10o YR FLOODPLAIN0 O SEE BROOKHILL REPORT r ' y • POLOG PROPOSED IMPROVEMENT TO STATE ROUNDS "Oool R�NER D8t i N ERTIA FURTHER FOR FURTHER DETAILS "- J; . ' POLO GROUNDS ROAD FOR RT. RO 043(D-B TURNLANES- SEETHEPOLO R\I ...... STREAMS JUNE 15, 2U15 48AP(5o) } 263) GROUNDS ROADWAY anner LOCATION OF HISTORIC RESOURCE TO BE PRESERVED IMPROVEMENT PLAN APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED o' BUFFER ALONG GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE F FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLO GROUNDS ROAD 10' MULTI -USE PATH o 'fill ,• - DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS 2ao 1w 200 eoo aoo PROPOSED LOCATION OF HISTORIC MARKER 1 d w Ln \ JOB 182150 NO. °-- T.M.46-18C �. PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. CROCKET CORPORATION ( IN FEET) O SHEET 1 OF 1 - SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. 1 inch = 200 ft. / PROPOSED ELEMENTARY SCHOOL SITE SCALE NOT TO SCALE SHEET NO. 2 Ln Ln aaa Iry N7 ry ma mm� ..I Itttiu-a .......... ::-� GRAPHIC SCALE 200 0 too 200 400 ( IN FEET ) 1 inch = 200 ft. IT- THORNRI \ I Q' 4�; BLOCK 12 � �I SDP202100031 & I SUB202100o66 ` INITIAL SITE PLAN & PRELIMINARY ` SUBDIVISION PLAT APPROVED ` o8/10/2022 BLOCK 14 k-° o° 0 0 ° 0 0. BLOCK 11 0 c°OOOo°°^oo°° SDP202i000i6 0 FINAL SITE PLAN o` ° APPROVED - 05/02/2022 0 ° SUB2023.00204 0 ` °o FINAL SUBDIVISION PLAT ° ° APPROVED - 04/15/2022 00 ///X///I//V///. o BLOCK 1A SDP202900078 INITIAL SITE PLAN APPROVED - 02/21/2020 SDP202000035 FINAL SITE PLAN BLOCK 1g APPROVED -oi/o5/2o21 BLOCK 8B SDP2oi800054 INITIAL SITE PLAN APPROVED - 09/07/2oi8 SDP20-9000-5 FINAL SITE PLAN APPROVED 6/15/21 BLOCK z ]BLOCK qI ROAD PLAN i SUB2018-00115 1 / -- BLOCK iB INITIAL SITE PLAN - BLOCK 6 / SDP202000070 (APPROVED 10/23/30) BLOCK 1C INITIAL SITE PLAN SDP202i00064(APPR0VED 9/23/21) BLOCK iD INITIAL SITE PLAN - SDP2o22o00io(APPR0VED 4/24/22) / NOTE: BLOCK iD SITE PLAN INCLUDES THE FOLLOWING BLOCKS: (iB, 1D, 2,14C, AND 5) BL0CK7 00I J STgTERT 4 ..... 3 NppB ROApTo77 ....481, P, 263) LEGEND: BLOCK i5 IBLOCK i6� �SDP202200017 & / SUB202200058 INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT APPROVED 07/20/2022 ROAD PLAN APPROVED (SUB202100026) �prA E: - , YI / 0 1 l •�. -1-r 3 ..... .... . °00c °, 0 0 0 ° 0 0 ° 0 0 0 0 0 0 ° ° ° 0 0 0 ° 0 0° PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED INITIAL SITE PLANS) PROPOSED RESIDENTIAL & COMMERCIAL DEVELOPMENT (APPROVED FINAL SITE PLANS) PROPOSED RESIDENTIAL DEVELOPMENT (PROPOSED INITIAL SITE PLANS) •l : SDP202000059 & SUB202000i6o INITIAL SITE PLAN & PRELIMINARY SUBDIVISION PLAT APPROVED 10/23/2020 FINAL SITE PLAN 18A3. (SDP202i00082) - _ \ O SCOTT/R. CC>LLINS�Z I 0 I - - C.) No. 35791 ,!tl A'Po 3/13/23 0 s� - � / � 0 ° I I BA YAN COURT 3 I \ o I \ I o 11 \ \ w I \ \ 0 / ° 0 a s a z� \ - - - 0 ` to m O Ln \\v Iw / U 0 00 0. MOGO -7 GEROPO / \ J�� % / 0.0. o m w 0000 i °o 0 °°o LU - - _ \ / \ / z � Z ce) 4T f \ Block I Land Use District ° 0 ° 0 0. �. -- ,� -_- 00 ° L / �e / �. ` 6 / / 1 Neighborhood Service Center 1A Neighborhood Service Center 1B Neightborhood Service Center 1C Neightborhood Service Center 1D Neightborhood Service Center 2 Urban Density 3 Urban Density 3A Urban Density 3B Urban Density 4 Urban Density 4A Urban Density 4B Urban Density 4C Urban Density 5 Neighborhood Density 6 Neighborhood Density 7 Neighborhood Density 8 Neighborhood Density gA Neighborhood Density 8B Neighborhood Density 9 Neighborhood Density 10 Neighborhood Density 11 Neighborhood Density 12 Neighborhood Density 13 Neighborhood Density 14 Neighborhood Density 15 Neighborhood Density 16 Neighborhood Density 17 Neighborhood Density 18 Neighborhood Density 19 Brookhilt House Parcel Total N J �t W W" o ,� I Cq N Ui 0 - / WQ Z / AZ --�_ > Q -j BLOCK AREA SUMMARY > 0 W ' J m Area Per Development Area (Roads, Proposed Greenspace/ Amenities (ac) 0 C) Q Proposed Brookhill Area Lots, Buildings, Development -I � 0Y COD (AC) (AC) Parking lots) Per Area (AC) Q LL1 COD (AC) Civic / Civic / Greenway Greenway Open Open Buffers Buffers Total Total U ` ' > 0 Parks Parks Space Space Greenspace Greenspace W s Required Proposed Required Provided J Required Proposed Required Provided Required Proposed � U J 12 12.84 12 12.33 0 0 0 0.14 0 0.37 0 0 0 0.51 W 1.24 1.24 0 0 0 0 0 LU ® _ 6.79 6.28 0 0.14 0.37 0 0.51 Lfi0 Z) J 0 0 0 0 co J O 4.81 4.81 0 0 0 0 0 Q� 6.3 6.24 5.1 2.36 1.2 0.75 0 1.28 0 1.85 0 0 1.2 3.88 J co W 5.8 5.17 5.8 3.84 0 1.33 0 0 0 0 0 0 0 1.33 W 1.48 1.48 0 0 0 0 0 3.69 2.36 1.33 0 0 0 1.33 U) 27.4 28.95 19 18.46 0.2 1.38 3.4 4.15 1.9 1.99 2.9 2.97 8.4 10.49 9.98 7.69 0 0.86 0 0 1.43 2.29 11.39 7.80 0.52 1.09 0.44 1.54 3.59 7.58 2.97 0 3.06 1.55 0 4.61 12.3 12.4 3 0.00 0 0 5.7 9.45 1.5 2.95 0 0 7.2 12.4 J 7.2 0 7 0 - 0 0.2 7.2 O 17.7 1 11.9 0 2.9 - 4.7 1.1 8.7 25.8 25.91 12.7 12.92 0 0 5.1 4.58 4 4.56 4 3.82 13.1 12.96 0 O O 8.55 5.52 0 0.54 1.80 1.64 3.98 (V 17.36 7.40 0 4.04 2.76 2.18 8.98 9.6 12.58 6.8 7.62 0 0 1.8 2.47 0 1.27 2.8 2.49 4.6 6.23 4.6 9.66 3.4 5.42 0 0 3.6 3.94 1 0.9 0.1 0.3 4.7 5.14 5.7 14.04 3.2 5.38 1.2 1.47 8.2 8.66 1.3 1.68 0 0 10.7 11.81 F 6.7 5.7 0 3.2 - 1 0 4.2 fli 11.7 9.7 0 1.4 - 1.1 0.9 3.4 d m 5.4 4.1 0 4.7 - 1.3 0 6 JOB NO. 16.9 13.6 0 4.1 - 2.1 1.2 7.4 182150 9.7 13.89 8.4 9.25 0 0.00 1.80 1.95 1.30 2.01 0.00 0.00 3.10 3.96 SCALE 15.8 16.1 11.8 9.78 0 0.55 3.30 3.06 3.80 3.25 0.20 0.15 7.30 7.01 1 n = 2O0t 34.4 36.55 27.3 24.73 0.7 0.4 4.4 6.3 3.8 4.1 2.6 1.5 11.5 12.3 3.2 3.2 0 0 - 0 0 0 SHEET NO. 3 223.9 194.33 166.7 109.7 10.3 5.88 53.6 45.98 28.8 24.931 16.0 11.23 108.7 88.02 \ �e° 1 \ V 4 1 T 1 / \ EXISTING 12" DI WATERLINE \ \i - AITT \ i IIA v4Aa■a• �••• •®r■r_-••� �q q _ /i / �v�i VA a �; �t�\���`V�v II: CRAP HI CL��E/// ♦ 'a�•. �� - - - �i �i' A v� �� v ��� / Aso ■ ° •• ro. ' c / \ '� ,>� \ ♦ - - 0 301� Iso I zo / TH \ \ t- EXISTING STREAM, _ — i / \ 1 - \ , \ 0 / / �F man a °@ •• ••• �Ou a■ ♦ ! C� \ ,� ` - o ` Q / IN F •r■ •• - mame*xlnamms a■x?S■_er i \\ ��� �� �� / \ 1 inch ft.l II A AA V A\ (I (SCOTT R. LINS� •••a• \� -- _ �EXISTINGGREENWAY(TYPJ •"''■7°■■=.e■_rir �' A %EXISTINGGREENWAY(TYPJ v-7 �V \ No. 35791 ••••••••• ��� I - - - - va III* •i♦r0�0 3/13/23 • • •• i EXISTING PRESERVED _ - - -- ---- y --_ v__ A �� _- --- -- `v A \ �0 V ' / \ �� �/ • i, • STEEP SLOPES (TYP.) - eU / V A \ 39 ----- ��—/--_-_ Cv'�� �f ♦ � ♦ �--� � EXISTING WETLANDS(TYP.) _ 4 _ - \ \ ---- ♦ 01 -STANLEY MARTIN- , i , , __ __ - - ., 0 J \ - \ • 1 I I 1 \ \ \ \ \ - - \ - - ♦♦ — - - COMPANIES, Lic J / -EXISTING LIMITS OF ` ♦♦♦00 �--- '� \---_ \ , �-.. �, DB 535�PC 747 - - - /, \ EXISTING Too -YEAR FLOODPLAIN (TYP.) -� - ' / / ( WOODEDTREELINE ♦ - ® -- _ _ \ - 37.80 AC. _ - / " ' I : \ ♦ \ I \ MIXTUREOFDECIDUOUS.. } - \ \. \ &EVERGREEN TREES', •1 ----- \\..` ---\' ----- _ - / ''ems- / /.�; - I, �/ j/ \ \ \ .•_ 1 \-1 EXISTING STREAM -� // "� /�_ /_� -'J *„A to \V / / /- ♦� •r1■MI - - 1 ••1 ••••1 -L� " _\� �p / �_� -� `''A• ` V A �� \V I \ A\ V A • \\� / CQ \\ ✓ _ \ 00✓ N57' 47' 06.63"W ♦♦ 1111 \ 1\11 ! _ q� - -- q ��.�E \ ��'\ \ \ \ F- v I LIMITS OF EXISTING ALBEMARLE - - �� \ COUNTY PRESERVED STEEP SLOPES HAVE BEEN DETERMINED TO BE �, ,� •1 A \ V 1 BROOEfiILL MASTER - — - -EXISTING LIMITS OF - - ___ ' q �_ I LESSTHANz°/UBASEDONNEW V -- - \ 4✓0 ,� ♦♦ n\ �i--� ` �- - �q,, U 5 \ \� 10 ♦♦ \ - ASSOCIATION INCfNC - _ - - - WOODED TREELINE \ _ I _-►� \ q c� m TOPOGRAPHIC INFORMATION TO EXISTING GREEMWAY TYP. ♦ \ J TMP 46-19B9 -- - - -- MIXTURE OF DECIDUOUS ♦ - ♦ oO • . " \ EXISTING PRESERVED - ( ) �� S' ♦ \ - - - - - _ \ .. , - ♦ w THE SATISFACTION OF THE - - _ 9 �' @@ DB 5512, PG 303_ _ , _ &EVERGREEN TREES bN' i q �, r ; ; \ ♦ O p v� I \ _- �\ \`--.\\� v�W �� @moo■ \-\ 1+i°� --__. % \ O0 `r COUNTY ENGINEER, AS PERMITTED ♦ '� - - STEEP SLOPES (TYP.)... � \ ♦ a /~/\ O� 3 v UNDER SECTION o. V A /✓ / / / I 1 A� \ �220.718 � -- 175.764' _ �3g ♦♦ z 51 S6.72"Wm•xsa♦ -� N66 49. ��� ��it"�• /4„W ♦ �� ♦� w 03' _ > ui PROPERTY BOUNDARY (TYPJ I _ I � � ` `� v v A\V�II II I I � I ��I I II � � ��� _ � 1 �� /� �i��� ���j %— � L�� _ ,, � ♦@® � � v Av �/\ �-� � V `�I ?�-I + N I -- - i EXISTING�_ /� w\vvv v v a ♦ A _ / 1I` STORMWATER ✓ 'y �� i �_ % ' �` VA 0, 0 A J' n 1 \ I I I I I MANAGEMENT \\\�\ \\ • �� \ \ \ v _ FACILITY _/ ; - - - vvv vv • �o A � III I A � A �1111�1 II I I I II v� �---�� ///���i- �� �--- �_ �`• �g � \ \ ��� II` 1 _ II '\ r\EXISTING RIGHT-OF-WAY LIMITS OF THE PMP DAM * BLOCK 1B A \ v A V A \ \ -�� --- -=yam-i BREAKINUNDATIONZQNE v�� - ��I U a \ \ \ I (CURRENTLY 5" I/ \ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES \ HAVE BEEN DETERMINED TO BE LESS THAN 2 /o BASED ON NEW � N �` I 11 UNDER DESIGN) TOPOGRAPHIC INFORMATION TO THE SATISFACTION OF THE / / // 1 / \ \ \\ \ 1�\ a f `vJ - v)/ A V A\ �1 II v I I ■, a _ Q a �5a COUNTY ENGINEER, AS PERMITTED UNDER SECTION 30.7.4(b)h - /� J ^ / / ` ` - - - - - / I /� \ \ \11�1 I I I e I p w PORTION OF EXISTING ROADWAY TO BE REMOVED w FOR THE CONSTRUCTION OF A NEW ENTRANCE S5906' 00.59"E �o_2 A VA v -- _-- -- __ -aaate�= ) �1 1 I I I IEIXIIISI TI II NG PRESERVED181.849' iEiI(T:P.) RMULTI-FAMILY / \ III jHOLDINBD S II LC�IbTMP 46 19B6 Tv '' ♦O Oo �I in �-EXISTING S' CONCRETE SIDEWALK �202300001691 N59° 05 411.54"W -- _ - y a � � ' / A v % � \� A \ / � l /I �� 11 l � Il � I •• ��` �o 6 666 AC. / �� OO o ____ I / / // / / /, A • -�---_ v TMP 4fi 18A1 III 1 °1 J / % 1�/ / / �j/ �/ l 00 i I� c��w ��� //i • �\ �1771�J�F BROOKHILL TOWN I I I // - / EXISTING LIMITS OF V \ C7 C14q ✓ I/ I l V A -_ % /// ' PROPERTY LIMITS BLOCK 4B \ CENTER, LLC \ _ _ /; WOODEDTREELINE O \V\� - /�i� l � wj EXISTING io' CONCRETE SIDEWALK INST. : 202300004694 V / / ��/ / • MIXTURE OF DECIDUOUS _ A /// \ A # 20.071 AC.V 1 I i/ /III �. _ ��ii / // ✓✓ ♦ .,, 1 & EVERGREEN TREEScj \� \ V V A� (n a �V A/ice 7 i/ �� ♦ �: / V '� - - -- BROOKHILLLAND RESERVED FOR FUTURE ,. C � \ / � � // � � � _ - � A�� �i i // ♦ � 1 1 � � "� � - - APARTMENTS LLC III DEDICATION UPON DEMAND - _ - - / EXISTING \ /ii " f� - M - -TMP 48-1981 - - - - -- - - % • / / \ \ 1UJ J FROM THE COUNTY CONTOURS \ / III I - 1 0 -DB 5133 PG 445 - -/ l l / 1 A D.B. 5io7, PG.148 / I i l _- - - 19,05AC- -- -�/ / /tV V --nsz- A I(/ - — — ���ii �' pL //// 1 00 V V A A \ ///III III/Ill 1�---- i♦� ti6. / 1 ! - - - - - / STELLA LANE / I I I I I II I I I/I .�■■ — -�tr! - ♦� / 0 v O ----- - EEWEIR YSTeM 109' PRIVATE ��� V I III a r=■E� r ■taf�� �� L ♦ �� v v N TOP OF MH EL EVHMAR6i - 5 - S 5 -- - - - - INST. # STREET20230001691 / / / \ I I III - - - _ �� = _ , _ BASSOCIATIONILL AINC STER/ CV V 1 453 _ - - VAR. WIDTH TEMPORARY GRADING --_ - - - ♦ ' / /, \ i� LAND RESERVED FOR FUTURE AND CONSTRUCTION EASEMENT \ - TMP 46 19B9 00 Q - DB 5512, PC 303 , 1_�DEDICATION UPON DEMAND v D.B. 5447, PG. 603 / / / \ ( I III 1A� ii - - - (TO BE VACATED) i /I I 1 I I 1 11 VA VA o - - / / 50.72 AC. �� q� ^ FROM THE COUNTY / I D.B. 5i07, PG.148 ro V A v� / I 00 ♦ 11 (VAR. WIDTH PUBLIC R/ h - - - / A \ 1 l I J - " �-- EXISTING WATERLINE _ /• STORM DRAINAGE \ \ 1 \ �\ \ \\ \\v\ @@@@ �� \ = �% Q - ♦♦ / a EXISTING VAR. WIDTH PUBLIC / / U A 1 \ \ @ -- 54411, PC, 245 —_ —" T V�VA \\ \ \\ \♦ @@ v O " EXISTING8"SANITARYSEWER ,�, / AV �\LL / — — - - - — /———————— — — — — —— - - - - - D.B.5274PG.376 / ' \ \ \I \\\\\\\\\\\ \ \ \ \\ @ \ \ �0�♦` ( BE VACATED) - — o— / TO ED)\ --- \ \ \ \��V�VA� \\\�VAAVA V @ ,• LIMITS OF THE SUNNY DAY DAM q ® \ v A 0 0 ♦q Lu / �/ / / - -� � / •• -_ � � I / / BREACH INUNDATION ZONE Lu •1.� 44 qa••Vv vAv VA0VA\ \A � O� 0Oz _454- ••■tEXISTING so'CONCRETE SIDEWALK F--E U------------ BROORH /APARTMENTSL C A l i // _r A I l V� I VA \ \V v A 7 arty i �� 0 TMP 46-19B1 EXISTING a2' DI' // �A / \ \ \ \ V D " • - i ' i l DB 5133 PG 19.05 AC. 445 WA LINE NG STORM SEWER EXISTING RIGHT-OF-WAY.. - -4s4- PORTIONTO BE REMOVEID AND RE-ROUTED �- / / T / �/ �I �� \ ■ //� /// �� �� �� \ /-, ✓ A // I / � I A I I� '7 �- v \ VAA s. �- n /l l -- T7,�" � �11\IOo, � �:1 � � U) / EXISTING AR VE E I I I / A 0. EX S G ARCHER A NU _ _ / COUNTY PERMIT #� ( \ Av 1 / l l l l lj j 1 1 : ;;` LZ W l Vz I / �� Jo ' 1 � J SUB 2oi7-oou7 � � - \ � 49' RADIUS TEMPORARY • . r----- u l ■ / �, / Q / �� \ \ BENCHMARK 4, TURN -AROUND EASEMENT i i - �\ I �• I I I I \ / /�� i O " " U) 449-75 - ' . ul v � c� \ TOP OF MH ELEV= D.B. 5447, PG. 603 I I/ /' \ IL �L, \ \ EXISTING 5' CONCRETE SIDEWALK \ (TO BE VACATED) , - \ ` I ■ I I ,0 \ BLOCK 4A U) w \ EXISTING VAR. WIDTH PRIVATE `' / S59° 04' 24.86"E _ III IV I I S III 11 //i A 1 W Q ACCESS AND PARKING EASEMENT - ' / / \ I, A / d EXISTING zo' ACSA I I I I i ;I Lu n o w D.B. 5447, PG. 603 BROOKHILL TOWN \ I v A ■ I I I / \ _ A UTILITY EASEMENT — A `---- 207.250' -- - o---- -' 5447, 3 r \r/ CENTER LLC II H� / w -Lc, w D.B. PG.6o �i i '� _ TMP 46-18A1 EXISTING 22' WIDE PUBLIC I I I I / / / '1 / A V� 1 \ � - o - - ------ - - EXISTING S" SANITARY SEWER--,- - -- i - DB Cq 206708PAC394 \ SWIM ��' o ACCESS EASEMENT I I V A - A \ I V U) �Y I W vs°emsT / I - I ■ I II EXISTING --.- I I I I I I STORMWATER 9 -----°------ MANAGEMENT \\ \ Lu Ifi// I a - - - ----- -- _ = <_ _ _ - _ - - ACSAIWATER EASDEMENT �I III ■ 11 I I III II II FACILITY O 5 53 5 5 D.B. 5274, PG. 76 / I I ■ \ \ \ \ ♦ J - - - - --_ - r o / o -- --- ---- - ---r ---- -- �r 3 III III I I I \ 1 \ I �\c1f W q - - - - - - _ - - - - - - - - - - J //I \ / \ I11 \ i \\\ �\ \ \ \\ \y Q o w --- - - _I_ �i _ r _ /i \ (TO BE VACATED) /, r I I I I I \ \\ \ / EXISTING 8" EXISTING FIRE n EXISTING ENTRANCE TO BEREMOVED / \ I / \ \ \\ \ \ I \ 0 EXISTING FIRE A BLOCK 1A �1 HYDRAN I ACCESS EA ® v NA V A / I \ ♦ O SANITARY SEWER -- r ------�N---------------------------- / r / w _.. .�hk' -�-- - t t_ f y �- L r� t y- -�------I �1 ---� S �MENT I I I as �\ y, A\� v _ /) :. V O T & REPLACED WITH A NEW ENTRANCE ACSA SANITARY SEWER SWM HYDRANT BENCHMARK EXISTI UILDNR MENT- n4F .. - exisriMonPnalMeNT EASEMENT TO BE ABANDONED 5 74 a N - _ A _ D G - 44 4 ---��r r I EX ��JILDIN y r LK / _ EXISTING ENTRANCE TO BE REMOVED z P 6 \ — n- 5 - �I -------------- / / •a / STRTOP 2. o__ _ _ __ _ - a / VMI B i i &REPLACED WITH A NEW ENTRANCE PUB s xwISTING CONCRETE SIDEWA rh / DRNN EA E-- I / I - --- — _- - - - - - - - / ...I . - :. � n ,� I � i iS59° 04' 24.86"E i i // / EXISTING STREET m •.. 0 6800 • V A A \ A i A -- SIGN --- 435.779' E=132.64 20 6/500 3g, z3' 3 // l �/ // / �', !♦ \ \ \ / // l / I \ w w 0 tE - 26'F C-F C DISTANCE TO NEAREST 22' E/P-E P SALAMANDER STREET ;i j EXISTING FIRE_ - _ - `� 6g4„ / // / �■• o w / / / - 54.3 £ / // / /S56' 30' 37.21' E _ - 11 \\ INTERSECTION = 300 HYDRANT // PUBLIC R/W D. 5274 PG 376j -- \ 00' - - /l / -a % ---- _}- - _--- _ JOB NO t � a.jEiA we Ea Tl( 46-d8E2 TMP 4OUS EY. - - - - - - -- - _ _ l o zo EA EK S3AN Y MARTIN TMP 46-�8E3 MANOR HOUSE Lb CEMETERY / - - - - _ —a40� - - \ - - WATEIRLINE DI i - I - CQMPANIES. LLC TANLEY N RTI C IjA CH - - - - -- �` l l l ■ 1 r / l / / / / S / w - - - / EXISTING SALAMANDER STREET- - BLOCK G - - / TMP 46-f8A -- \� / / /i --- �- j n= Jr ] �1 / \ \ COMPAXIES, L� - - - HAUGX, CHARLES R & l /- �_- SCALE 7�17 - _ 0 / a � 5.42, AC. DB 5295 PC 6.9 7 C.SUBzo3 -o3 \ \ \ ELIZABETX ANN OC 92. PC 476 D CLA E. 0 L B2 r ,�- - SHEET N0. BLOCK HB B 549 , PC A v COUNTY PERMIT# - Q A 54 BLOCK 19vA DB 1333 PC 450 = - v \ ■ V A o \ \ A \ 25.486 AC. * v 0� vvv A Oo �.- �y� • TH OF —�� o o Oo �O ©b Oo Oo 00 Oo OO Oo co O � ` 0 SCOTT R. LINS� — — — — — - D O �� O \ ` C� No. 35791 ,� BLOCKi6 © A� 3/13/23 �4 BUILDING#3 0 �� ` O 1 PROPOSED 4-STORY Oo "' ; \ \ ` �sstONAL E1yG RESIDENTIAL BUILDING 0000, I 0 _— Oo I , — ---- -- LrPROJECT BOUNDARY \ O O II o BUILDING II #4 " ° \ 0 PROPOSED 4-STORY 0 I > 4 HOTEL BUILDING BLOCK i6 •• I I r LU o 0 ..................... ...................... ...................... ...................... � z `.r .. { - _ PROPOSEDIADALANE _ PROPOSED JADA LANE FOOD COURT I',- - \ 0O Uj > PRIVATE TRAVELWAY - - - - - \ d W PRIVATE TRAVELWAY I -i I TTF 4 > - I PROPOSED ...... AMPHITHEATER / Y > v'y i �, O J� �O aNEW o > ? ..... , : F 4 g ............. w Z. ......... co d PROPOSED PATIO\ / zw X ¢ PROPOSDEDzS 2-STORY OO w N ,- C ... ,- • .,. .., .....; BREWERY BUILDING z I all ; Qa w 0 U U K Q o � � G I BLOCK iB BUILDING #z y i PROPOSED 4-STORY BUILDING #6 1 RESIDENTIAL BUILDING BUILDING#5 PROPOSED 4-STORY COMMERCIAL �..\ WI 2,650 SF COMMERICAL f PROPOSED 4-STORY COMMERCIAL & RESIDENTIAL BUILDING 'i ice . /- O \ & RESIDENTIAL BUILDING I i. (Y± -------- - - - - -- J S TE LA -LANE u _ i - - - - - - - - - - - - - - - BLOCK i6 BUILDING #i PROPOSED y STORY RESIDENTIAL BUILDING 16.bd6.1 I I II I I I II I II I I I I I I I I I I _JIIL I � I _LI II I � I �L I —)L —I _L T T T T T T T T_I I I I I I I I I I I I I I I I I I I I I I a PROPOSED - —. _ -- — ---0 M ler-- -- -- --- ---. __ ° RECREATION AREA...... / / o ® �-/ W El N CD PROPOSED •• \ U N RECREATION TURF FIELD Q J 00 �. J Q BUILDING #8 BUILDING #9 PROPOSED 4-STORY COMMERCIAL PROPOSED y STORY COMMERCIAL 0 / & RESIDENTIAL BUILDING & RESIDENTIAL BUILDING LL z PROPOSED \ LU LLI SPORT ...., COURTS BUILDING #io PROPOSED YFITNESS O CENTERRBUILDING \ J O Q� ,-� Lll PROPOSED ALEXANDRA LANE °s-I 2 s3 2 2, 2 °d O \ O = W PRIVATE TRAVELWAY�y�Llo ' tt+ tt BLOCKiA I I I I I II I II I II I I I I T --T --T --T -T --T - I I I I I I I I I I I I II II II I I I- - - - - _e-- - - - - - - - - - - ----- EXISTING SALAMANDER STREET _------ (PUBLIC ROAD) - - - 1 - CEMETERYBLOCK 1g BLOCK 6 PROPOSED ALEXANDRA LANE PRIVATE TRAVELWAY > a a a a PROPOSED __j POOL& \ ® LEGEND ®®CLUBHOUSE ® `, J L , w p < ® ® ® ®\\ \ EDGE OF PAVEMENT ® ® ® ® \ CURB Z) ; PROPOSED ASPHALT PAVEMENT (n O EXIS77NG VEGETA77VEI ® C _ ® LANDSCAPE BUFFER ® - GREEN WAY BUFFER LU o PROPOSED EASEMENT, z LLI VARIOUS WITH EACH SHEET 3 - Q DROP INLET & STRUCTURE NO. ~� aJ u' ® DRAINAGE PIPE U BENCH MARK LLE Lou J Y a ® a VDOT STANDARD STOP SIGN W a LLE ELE ®. nn// PROPOSED HANDICAP LL O a a ELEELEDUN DUD Lou DUD Lou ®. l PARKING SPACE STRIPING ELEDUD ELLDUE DUE DUE DUD / PROPOSED ASPHALT Q R- S7RIP1NG (DIREC77NG II�� TRAFFIC) 0 EXISTING CONTOUR zoo PROPOSED CONTOURAj j 11 O W — l 506.71 Tc PROPOSED SPOT ELEVA77ON N --- 506.21 EP TBC DENOTES TOP/BACK OF CURB TAB DEN0IES TOP OF BOX 1 506.71 TW so6.21 Bw OFELEWALL PROPOSED SPOT _ TW DENOTES TOP OF WALL BW DEN07ES BOTTOM OF WALL PRESERVED S7EEP SLOPES o — — — — — J MANAGED S7EEP SLOPES N JOB 0. -LIE` GRAPHIC SCALE ` PEDESTRIAN AND VEHICLE ACCESS 182150 --- 0 PROPOSED CONCRETE BRICK PATTERN so o zs so 1w SCALE 0 PROPOSED CONCRETE 1 n o 501 • �� PROPOSED & EXISTING GUARDRAIL ;�� ---- —E]-- PROPOSED FENCE SHEET NO. ( IN FEET ) 1 inch = 50 ft. OO 0 0 0 100 YR. FLOODPLAIN 5 \ NOTE: VISIBILITY OF ALL MECHANICAL \ NOTES: O THROUGHLTH 1 CONTRACTOR SHALL DE ENGINEER SURVEY WORKSHEETS LL THE RANCE ORRIDOR 1 I I N I I ESITE ROADWAYS,, MANHOLE TS OPS AND DRAINAGE STRUCTURES PRIOR TO SHALL BENELIMIOM ELIMINATED. MECHANICAL INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR EQUIPMENT FOR THE APARTMENT BUILDINGS REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING ARE LOCATED ON THE ROOF AND SHALL BE SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND SCREENED FROM THE ENTRANCE CORRIDOR. PROPER ELEVATIONS FOR CONSTRUCTION. THE HVAC UNITS FOR THE CLUBHOUSE 2. WALLS WITH HEIGHT OF 30" OR GREATER SHALL REQUIRE HANDRAILS - SEE NOTES & DETAILS SHEET 7. SCREENED WITH A FENCE SEE DETAIL ON A KNOX BOX WILL BE REQUIRED ON EACH BUILDING THE LOCATION OF THE SHEET 7. 444 y 3. � N28e 5��, woo137.184' 0 ` KNOW BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. - - - - -- - I6—� - N57°--4;' 0"3"4-- — — PROJECT BOUNDARY \ \ "ft � moo'10` \ S .0 p ` own own Ilan z z °� 9 \ \ I z \ �I � BLOCK iD � _ . .. N� n. I® 1:311iZNC91:l:IIIIIIIIIIIIIIIIIIINln' I I �I I I I I I rll I I j 9 I II Z a g,I x0 a ¢1 o �o Z w Q 0 X ~ V , a a o III N� x N � NZ �*i © \ rl Y 5 1 BUILDING #4 PROPOSED 4-STORY HOTEL BUILDING 229' 6" (12o ROOMS) 9' 8' 8' 8' 8' � (C\ PROPOSEDJADALANE 1 PRIVATE TRAVELWAY 66 -- 9 COURTYARD 0 zy zy BUILDING #5 PROPOSED 4-STORY BUILDING (1ST - 3RD FLOORS - 46,310 SF COMMERCIAL 4TH FLOOR - io APARTMENT UNITS) 0 m lz 66' -9 -9 6 +I 0 a N O BUILDING #6 PROPOSED 3-STORY BUILDING (1ST FLOOR-19,135 SF COMMERCIAL zND - 4TH FLOORS - 4o APARTMENT UNITS) Em Q 68' a c — — a 150 25 9 22 10 z6 �3 z6 z6 zz z6 z3 26 22 \ O 7 O O O'' O O O 15 15 BLOCK 1B TELL A i.AJ `rl 3' •RASSMEDIAN{• , 1'Q RPVAT.E,R/W) z z ' 3' • .GR•Ass MEDIAN. • . _ W 1SR° 3 3 O O O O <> O O g 5� gR' z7 1 0 6 1 © z7 6 - z zz z6 3 z6 26 22 z6 j �3 9 26 _e 6 �5LAJ }LAJ VQ 1So- LAJ z woo 2 SITE PLAN NOTE LEGEND: _O * SEE SHEET 17 FOR DETAILS �TH QF ❑i � O PROPOSED VDOT STANDARD CG-2 CURB* 0 PROPOSED VDOT STANDARD CG-6 CURB* 19 03 PROPOSED GRANITE CURBING ALONG STELLA DRIVE* O SCOTT R. LINS�Z - ------ PROPOSED BRICK PAVER SYSTEM w/ i' CONCRETE EDGING* C.)No. 35791 1�1 05 PROPOSED CONCRETE SIDEWALK* AYpo� 3/13/23 44,�`�% © PROPOSED BRICK SIDEWALK* �r 07 PROPOSED STOP BAR ® PROPOSED STRIPED PEDESTRIAN CROSSING �9 PROPOSED VDOT STANDARD CG-12 RAMP* 10 PROPOSED STOP SIGN 11 PROPOSED STREET SIGN 10 PROPOSED'NO PARKING' SIGN 13 PROPOSED HANDICAP PARKING SIGN* 14 PROPOSED z' CONCRETE CURB CUT 15 PROPOSED 6' BIKE LANE 16 PROPOSED BIKE RACK* 175.764 17 PROPOSED REINFORCED CONCRETE DUMPSTER PAD w/ ENCLOSURE* PROPOSED 24" SEATING WALL z 00 — J PROPOSED z' GRASS STRIP OVERHANG zo PROPOSED PARKING LOT POLE LIGHTS U O PROJECT BOUNDARY ❑ PROPOSED PLANTING STRIP w 7 z1 IH p z (n J zz PROPOSED STREETTREES TO BE PLANTED WITHIN SIDEWALK w/ 6'x6' p a GRATED OPENING \� z z3 PROPOSED 8'x20' PARALLEL PARKING SPACE \/� � z4 PROPOSED BUILDING ENTRANCE W z5 PROPOSED BIKE RACKS z6 PROPOSED5'BENCH z7 PROPOSED TRASH RECEPTACLE 12 .. 9 8' ' -9 8' 9 l i l i l i - Lu a p N M 12'xz5' �3 1 LOADING SPACE PROPOSED -OADINGSP5ACE FOOD COURT •,''•.' .. .'L9 LOADING SPACE I PROPOSED , ° � 7 PLAZA e ti L L - - ---- 18 12,500 SF ° M \\ PROPOSED (7 Cf) J _ -- AMPHITHEATER ° - i5 000 SF ' N 5 CC� L.L w w o 70"2 . C' 0 d >CV ' /1 Q lJ l 24' J PROPOSED > Q zo' PATIO _ LLI PROPOSED 8,750 SF - - J �, DECK J BUILDING #7 LL PROPOSED 2-STORY LLJ BREWERY BUILDING � Z (25,200 SF) Q Q J J i Q L11 z - 1- U-) 46.33' LLJ 12 LZ ��.. j 216.63' W z6 LLI 9 z6' PROPOSED ~� POCKET PARK z6' PROPOSED BLOCK 1D �7 3,68oSF z6' TOT LOT 5 - o - RECREATION AREALu 18 5,000 SF [� O II 26 - J 26 Q �/ �5 , , [] M CV PROPOSED ; ' •' •' PLAZA/MEETING ;':':' ';'' •• ■ ■ ■ '•MATCHLINE;% z AREA 0o SF 7,5 z6 • SEE SHEET F 26, w 0 m PROPOSED PROJECT BOUNDARY JOB NO. 18 RECREATION 30 �7 TURF FIELD GRAPHIC SCALE 182150 7,500 SF 3" " ,5 3" 6o \ SCALE 26 1 „ = 30' 9 J ( IN FEET) \ SHEET NO. 1o6' 1 inch = 30 ft. 6 z5 6 ISO. 25 I g — — zz z6 - z6 z6 zz — — z6 zz �3 z6 6 7 7 3 z' ,;,:.; •I i,' .GRA55,rv�Eq,gN; 1D& EILA LANE , z ' z3 , z6 PfirVATE.R W ' 1 ) ❑ z , z6 z z3,'.GR•ASSMEDrAN.'. z, 3 ® 6 ISR -- g PROPOSED ,'. 9 POCKET / PARK 26 PROPOSED BLOCK iD / TH OF �7 3,68oSF O z6 TOTLOT 5 RECREATION AREA p 18 5,000 SF / 1 z6 / SCOTT R. LINS� 26 •.•.•.•,• / No. 35791 .i � .',' A�� Gt�4 ii;• 3/13/2 25 26 . 23 • • , , . • - - SIGNAL E s N PROPOSED #"h / 1 MATCHLINE I PLAZA MEETING / Z°2 AREA7,SooSF 26,'.'.','. SEESH-� LAJ i J " 6 �5 LAJ i5o' z u zoo' LAJ106' PROPOSED • Z a z4 _ , J " (OUR RT a NZ - a00 �. 7,000SF \ � U � �� BUILDING #8 s 143.v1j63' O to m a BUILDING #g — 30 30 \ En zl 1 ° PROPOSED 4-STORY BUILDING PROPOSED 4-STORY BUILDING s zs F�1 z a 4 //4 O (1ST FLOOR-17,570 SF COMMERCIAL o 9 35 V' z y a 5 (1ST FLOOR - 1 1 SF COMMERCIAL z ~ Qa „� zND-4THFLOORS-SoAPARTMENTUNITS) 0 3 X 0 zND - 4TH FLOORS - 4o APARTMENT UNITS) Z w w > ¢ 13 13 1z 011 �4 24 z4 R7 9 118.5' ui 5 BUILDING #io o >I 5 z PROPOSED 2-STORY FITNESS s. 0 al CouRTYARD Zs 6 a' ° s' $ $ k8a z y CENTER BUILDING 0 18 a � 9 ° (30600 SF) "' • • O �a a a \ 12 1 1z X'D 0 F- ��--@@ 9 PROPOSED ALEXANDRA LANE " PRIVATE TRAVELWAY " o a 1 �� O 0- 680_ a 12 9 co z O �4' 5 143.63' 27 9 PROPOSED POOLFACILIT 24' 18' �ztf yx, a - � � , w N 1 9 9 8 8' 8' 8' ® ® C 5 0„o 6,& ® IDZ PROPOSED ALEXANDRA LANE ® ® G 1 PRIVATE TRAVELWAYL9 ® ® ® C ® ® ® E II z 13 �9 z 12 ILL&0')z°' z4 1 BATHROOMS e ti Z o, POOL M 1 E7 CV) �9 7,65o SF 1 �- ® rn N 1 ---- ®• CY) BLOCK iA " , W POOL NU NUNDECK z SF Nu HUN ®• rn 37,030 i--i 17 1 o °� 11 0 HUN HUN NUN NNN HUN HUN HUN J i� i i� i i� i i� ii 'i ii ire ii 'i z .• �� Q _ W ^ \ UNN HUN HUN HUN HUN J - 166 1 L — --- LL 5 z4' _ - — CAIBAN�,S L 1 z �4 Q • 1O 11 10 11 25 — \ Q J J a 435.779' a �.68Dp ` SHEET 7 OR DETAILS Q SITE PLAN NOTE LEGEND: LL z T__j 9 — — — — — — — — SIGHT DISTANCE=SIGH_ — 9 L 132.643 \ — z (,!1 _ — — *SEE 1 F � — — — — — — — — — — z8o' SIGHT DISTANCE38o— — — — _ PROJECT BOUNDARY _ — — — _ _ ( R 367500 ❑i PROPOSED VDOT STANDARD CG CURB* (� - — w — — — - — — _ ❑z 1. PROPOSED VDOT STANDARD CG 6 CURB* SALAMANDER STREET z —z — — — — — — — z z 53 03 PROPOSED GRANITE CURBING ALONG STELLA DRIVE* w EXISTING 58' PUBLIC R W r — — — — SIGHT _-- s4. — 4 PROPOSED BRICK PAVER SYSTEM w/1' CONCRETE EDGING* DISTANCE=z8o; �__ 30 0 — 0 _ 05 PROPOSED CONCRETE SIDEWALK* s _ ° .. e ° D •e e ° e •.°• adn •0O. F © PROPOSED BRICK SIDEWALK \ 77 PROPOSED STOP BAR w J _ ® PROPOSED STRIPED PEDESTRIAN CROSSING Lu CEMETERY BLOCK 6 \ 0g PROPOSED VDOT STANDARD CG-12 RAMP* BLOCK 1g � I 10 PROPOSED STOP SIGN (n GENERAL PROJECT NOTES: 11 PROPOSED STREET SIGN 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY 1z PROPOSED'NO PARKING' SIGN DISCREPANCIES. LLI z. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 13 PROPOSED HANDICAP PARKING SIGN* Q O BUILDING CODE NOTES: ❑ 1 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT 4. OREPRESENTS ONE PROPOSED PARKING SPACE. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 14 PROPOSED z' CONCRETE CURB CUT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. S. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. Q z. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT 15 PROPOSED 6' BIKE LANE o AND THE 2015 VIRGINIA CONSTRUCTION CODE. CONSTRUCTION AND UPON COMPLETION OFTHE PROJECTTO THE FULLEST EXTENT POSSIBLE. 16 PROPOSED BIKE RACK* O p� 3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM 7. SEE SHEET FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. O MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 17 PROPOSED REINFORCED CONCRETE DUMPSTER PAD w/ ENCLOSURE* O(V BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 18 PROPOSED 24"SEATING WALL lo.ALL RETAINING WALLS GREATER THAN FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE 3 4 THROUGH A BACKWATER VALVE. 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 19 PROPOSED z' GRASS STRIP OVERHANG 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 1z.ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE HOA. NO PUBLIC AGENCY INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE zo PROPOSED PARKING LOT POLE LIGHTS 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A TRAVELWAYS WITHIN THE VILLAGE CENTER. DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE 21 PROPOSED PLANTING STRIP w CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131. ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. zz PROPOSED STREET TREES TO BE PLANTED WITHIN SIDEWALK w/ 6'x6' d 6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND 14.ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OFTHE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. JOB N0. INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) 15. THE TRASH COMPACTOR AND DUMPSTERS SHALL ALSO INCLUDE A RECYCLING BIN FOR THE VILLAGE CENTER. GRATED OPENING DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN 16.SEE SHEETig FOR DESIGN OFTHE CONCRETE STEPS AND RAMPS. GRAPHIC SCALE z 182150 CONNECTION. 0 PROPOSED 8'xzo' PARALLEL PARKING SPACE VDOT NOTES: SCALE 0 o i o 60 3 5 3 2 PROPOSED BUILDING ENTRANCE 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY ❑4 POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. ill = 30' THIS INCLUDES BUILDING SEWERS WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY z5 PROPOSED BIKE RACKS INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT 3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE ( IN FEET) z6 PROPOSED 5' BENCH SHEET N0. PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TMP SUBMITTAL. 1 inch = 30 ft. z7 PROPOSED TRASH RECEPTACLE 7 SITE PLAN LEGEND ` \ ' �— - - - - \• ��� S /� RETAINING WALL C) \ EXISTING FIRE HYDRANT SCOTT/R. Ci>�LLINS �� ° \ \ C�) No. 35791 1�1 . - ® EXISTING SANITARY SEWER MANHOLE 4. �2 , 7.1 R4'� — sop @ —� - - -- \,f AYp 3/13/23 t � ® EXISTING STORM SEWER STRUCTURE sstONAL E1yG I - � I I \ t son I � �s�?O7��0 1 low n= -PT I / / \ \, — L ?7 ®® j BLOCK iD — — — — — — PROPOSED 6" goo BEND W— — PROPOSED FIRE HYDRANT ASSEMBLY 2+00 PROPOSED 6" 450 BEND i ®man e ! i — — ROJECT BOUNDARY / ^ • %: f .. "zo' ACSA UTILITY EASEMENT — J _ INST# — — BUILDING #4 PROPOSED 4-STORY HOTEL BUILDING (lzo ROOMS) — BLOCK 1B LOCATION OF FDC I ROPOSED 6" y5°BEND / PROPOSED 4" DI FIRE LINE PROPOSED 8" PVC SANITARY PROPOSED 3" TYPE K COPPER SEWER SERVICE LATERAL WATER SERVICE LATERAL ®man e ! i — — ROJECT BOUNDARY / ^ • %: f .. "zo' ACSA UTILITY EASEMENT — J _ INST# — — BUILDING #4 PROPOSED 4-STORY HOTEL BUILDING (lzo ROOMS) — BLOCK 1B LOCATION OF FDC I ROPOSED 6" y5°BEND / PROPOSED 4" DI FIRE LINE PROPOSED 8" PVC SANITARY PROPOSED 3" TYPE K COPPER SEWER SERVICE LATERAL WATER SERVICE LATERAL —w EXISTING WATERLINE s EXISTING SANITARY SEWER PIPE EXISTING STORM SEWER PIPE ® PROPOSED STORM SEWER PIPE PROPOSED YARD DRAINAGE SYSTEM 0� PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE ��//�� it ® Y/ U PROPOSED SANITARY SEWER MANHOLE O m w En PROPOSED SANITARY SEWER LATERAL (fH Oz _I V z .. —w—w— PROPOSED WATERLINE w o- PROPOSED FIRE HYDRANT W w PROPOSED WATER METER PROPOSED 4" 45° BEND I ) III W N J/--------- — — — — — I \ L�� .M-I Zf . . . . . . . . . . . . . . . . . . . . •PROPOSED 1. ' METER VAULT I -�� - - - I II 11 5 � ROPOSED 8"x6"TEE & 6" G.V. IREHYDRANT INSTALLED WITH — 1 1 L I I p\ I B N - PHASE IB CONSTRUCTION — — — — I I \f ROPOSE 8" goo E D \ SPROPOSED 6"x4" REDUCER PROPOSED TYPE A „ BLOW-OFFASSEMBLY — 3 — — — — — — �—PROPOSED FIRE HYDRANTASSEMBLY y — -w— - --w PROPOSED PROPOSED 8 DI WATERLINE ROPOSED 4 xy CROSS ' ' ' ' o+oo I o 1+00 WITH 6 x6 TEE & 6 G.V. o I FOOD COURT ' {' .' .' 0 0 - - _ W W W W� W + W,W W W W W + I MH_1 VAR. WIDTH ACSA 0 WATERLINE'A' o 3 z+ oo UTILITY EASEMENT 00 I _ _ :i '' [PROPOSED — 8"x6"TEE & 6" G.V. — — — — — — 3 I �� �-� INST# -I- -� �- ------------ �- -- �- --- �Tr 5�; �I PROPOSED 4" 45° BEND' PROPOSED TYPE A �+ REMOVE BLOW -OFF INSTALLED WITH \ -1 I I — I I '{ ' • PROPOSED •' •' { •' •' { �. Z PROPOSED 6"4' REDUCER 3 BLOW -OFF ASSEMBLY ti z zo' ACSA UTILITY EASEMENT - _ _ _ _ • •' ' • •' •' _ L PLAZA HASE IB CONSTRUCTION & TIE -INTO PROPOSED 8"x6"TEE & 6" G.V. I I -- M EXISTING 8" DI WATERLINE INST# PROPOSEO y x4 CROSS — bi I ROPOSEDIS METER VAULT \ ° PROPOSED ROPOSED y' DfFIRE LINE \ AMPHITHEATER (V k UBLOCK 1D PROPOSED 8" ° BEN � � I � " PROPOSED 6" DI WATERLINE — — — — _4+00- — 45 PROPOSED 3' TYPE K COPPER �% I PROPOSED 8" PVC SANITARY SEWER BETWEEN I WATER SERVICE LATERAL ^ WAT RL NE'A' E \ W I N. I MH-14 AND MH-lz SHALL BE PRIVATE. I W—PROPOSED 'x6" TEE & 6" G.V. W ✓ OCATION OF FDC N I EXISTING 8" DI WATERLINE I m I PROPOSEDL8" go' BEND ROPOSED 6"x " REDUCER_ — < ✓ > 'PROPOSED FIRE HYDRANT ASSEMBLY , 7 4 — O w �, , , „ , ,,,,,,,,, I L . BE PROPOSED 6" N . WITH 6"x6 TEE & 6" G.V. I Z 45 — — \ , , , , , , , , , , , CS7 I . PROPOSED TYPE A u i I 5 zo' ACSA UTILITY EASEMENT I PROPOSED FIRE HYDRANT / BLOWiOFF ASSEMBLY ROPOSED 8"x6" TEE & 6" G.V. INST# WITH 6"x6" TEE & 6" G.V. OPOSED i.5"METER VAULT PROPOSED 8" 45° BEND N v I F Ro J / PROPOSED 4" ROPOSED 4"x4" CROSS , = - > o ( 45° PROPOSED a BENDS Iv — — — — — I VAR. WIDTH ACSA PROPOSED 3" TYPE K COPPER PROPOSED PATIO Ld z 2 PROPOSED 6"xy" REDUCER i ROPOSED i.5" METER VAULT UTILITY EASEMENT WATER SERVICE LATERAL s s s PROPOSED 4"4' CROSS. PROPOSED 6" go° BEND INST# PROPOSED 4" DI FIRE LINE MH 5 PROPOSED TYPE A 1 PROPOSED FIRE HYDRANT ASSEMBLY LOCATION OF FDC I Lu M M BLOW -OFF ASSEMBLY WITH 6"x6" TEE & 6" G.V. PROPOSED 8" DI WATERLINE BUILDING #7 Q I IZ I PROPOSED 2-STORY J P R E BUILDING 0 d W BREWERY BUILD G _I - - - ROPOSED 8' PVC SANITARY i d 12 (z5,10 o SF) SEWER SERV CE LATERAL , U PROPOSED 8" PVC SANITARY ( , I PROPOSED 3" TYPE K COPPER 0 N SEWER SERVICE LATERAL V WATER SERVICE LATERAL 0 1 + b LOCATION OF FDC PROPOSED DI FIRE LINE I I I VAR. WIDTH ACSA . . I — BUILDING #6 I I INST# UTILITY EASEMENT ( I BUILDING #5 PROPOSED STORY BUILDING TIE-IN TO MH-4INSTALLED WITH PHASE IB CONSTRUCTION PROPOSED 4-STORY BUILDING (1ST FLOOR- 9,235SFCOMMERCIAL W J MLu H-4 PROPOSED 8" PVC SANITARY (1ST - 3RD FLOORS - 46,310 SF COMMERCIAL zND - 4TH FLOORS - 4o APARTMENT UNITS) SEWER SERVICE LATERAL 4THFLOOR -loAPARTMENT UNITS) I PROPOSED{ .� ' EXISTING 12" DI WATERLINE �r /, - ;I BLOCK ID rr — — - - _ POCKET ',•,',',' — PARK PROPOSED{{ _ a• FIRE HYDRANT INSTALLED WITH _ PHASE IB CONSTRUCTION _ — _ zo' ACSA UTILITY EASEMENT PROPOSED FIRE HYDRANT ASSEMBLY _ RECREATION 01 INST# _ WITH_8"x6"TEE & 6" G.V. F — — I O I AREA w / I- REMOVE BLOW -OFF INSTALLED WITH- - I �I III PHASE IB CONSTRUCTION &TIE IN T , O _ ----- ---- -- ---Q— ---Q— )POSED S 8' E &8 GV. —EXISTING lz" DI WATERLINE WITH A - — — — � " —�^ �,% � — — — — — — — — — — — — — — PROPOSED lz"x8" REDUCER PROPOSED 8" DI WATERLINE 0 W 'F � W W W W NL �V W W W --- o I �\ O , , O MM � W I , , o zl+00, . . , , , , , . , , zz+oo , , , , , , , , , , , , , , , , , , z3+ z4+ z5+ 3 EL LANE. I' o0 00, oo I MATCHLINE,% 4 �. , T 1'(8 PRfVATE.R I - - �W BLOCK 1B w SEE SHEET \ 9 / I J I _ r — — — — — — — I ROPOSiD 8" P SANITARY SEWER , , I w O O O O O O O O O O \ I \ N �� I RER�E�TION GRPHIC SCALE \ 182150 o \f - TURF FIELD — _—� _ _ _ - 11 0' - Tom- O . . •• „ • 30 o i5 30 60 SCALE LAJ ' SHEET NO. _ _I_ BUILDING #8 I ( IN FEET ) --- J BUILDING #g PROPOSED STORY BUILDING i rdch = 30 rt. $ EXISTING 12' DI WATERLINE ---- ---- \ / i PROPOSED - -FIRE HYDRANT INSTALLED WITH - - - - - - - - - - •° -� • { ED POCKET PARK E OPOSi <� PHASE IB CONSTRUCTION ---zo' ACSA UTILITY EASEMENT _ PROPOSED FIRE HYDRANT -- ® > ; • ; • ; , ; • i ATION \\ BLOCK iD ® --ram -I o INST# WITH O I ,','r',','.'i AREA \ — I I �t , REMOVE BLOW -OFF INSTALLED WITH- , PHASE IB CONSTRUCTION & TIE-IN TO =----------- -Q 8x o ----�-------� --. --.- �- J------- ROPOSED "8'TEE&8 G.V. ' EXISTING iz DI WATERLINE WITH A PROPOSED 8" DI WATERLINE I - PROPOSED 12"x8" REDUCER W W W W W W �1L W W --- + i \ 0 i ,21+0oa, , irt>8S L fV4LTAENRE,r ,2' 2,+I °,° ,> , ;1I•;a; Tz, ya+l,°°z—s+O—° \ a I II 1 1 P 6. ■ ■ �I SEE EE SHEET MATCHLI NE/� \\ - - - I \J ".\ PROPOSED 8" PVC SANITARY SEWER \ Q _ 0 0 0 0 0 0 0PROP MRECREATIEON0 O II '.'.;.;. BUILDING #8 I \ PROPOSED 4-STORY BUILDING BUILDING #9 PROPOSED 4-STORY BUILDING I - \ (iST FLOOR - 17,570 SF COMMERCIAL o PROPOSED FLOOR - ig,135 SF COMMERCIAL -4THFLOORS-SoAPARTMENTUNITS) o 2ND+ _ — -- 2ND - 4TH FLOORS - 4o APARTMENT UNITS) m J \ \ PROPOSED TYPE A I - — - - - - 1 LAJ BLOW -OFF ASSEMBLYF-PI • {' { { ROPOSED 4" DI FIRE LINE PROPOSED 3" TYPE K COPPER »' BUILDING #10 WATERSERVICELATERAL VAR. WIDTH ACSA I PROPOSED2-STORY OCATION OF FDC UTILITY EASEMENT PROPOSED D \ REMOVE BLOW -OFF INSTALLED WITH CENTER BUILDING PHASE IB CONSTRUCTION &TIE-IN TO PROPOSED 4"4' CROSS INST# SPORT \ \ (30'S 0o SF) EXISTING 8" DI WATERLINE COURTS \ \ �e Q PROPOSED "DI WATERLINE 8 • PR P ED i. " METER VA LT_ I PROPOSED RETAINING WALLS PROPOSED 8 PVC SANITARY v SEWER SERVICE LATERAL I:I J Y ° -- •'� (PROPOSED 8 PVC SANITAR • ° LOCATION OF FDC � SEWER SERVICE LATERAL \ ° , , , , , , > W� W W W WATERLINE `D2+0o I PROPOSED 4" DI FIRE LINE H-1 o i+oo LOCATION OF FDC 0+0I I f S s ROPOSED y" DI FIRE LINE b - - - - - - - -' - - - - - - - - - - - - - - - - - - - - ROPOSED 8" goo BEND PROPOSED 3" TYPE K COPPER o P e PROPOSED 8" PVC SANITARY PROPOSED FIRE HYDRANT ASSEMBLY I WATER SERVICE LATERAL o 1 SEWER SERVICE LATERAL s WITH 8"x6" TEE & 6" G.V. I + PROPOSED 3" TYPE K COPPER m A 3 WATER SERVICE LATERAL PROPOSED8"x4I TEE (& 4" G.V. 1 20' ACSA UTILITY EASEMENT e INST# PROPOSED 4" y5°BENDS � • " ° ' ' . �' �'. '. . • . ° °• I.:° I '. . PROPOSED TYPE A PROPOSED POOL & CLUBHOUSE PROPOSED( x "CROSS BLOW -OFF ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY - - -( 4" 4" s PROPOSED 8" PVC SANITARY SEWER BETWEEN I WITH 8"x6" TEE & 6" G.V. I ROPOSED 4"x4' CROSS I I ROPOSED 4�� 45°BENDS MH-8 AND MH-i SHALL BE PRIVATE. I II I I -` V� ROPOSED 8" DI WATERLINE ... PROPOSED i.5" METER VAULT \ I PROPOSED 1.5 METER VAULT TIE-IN TO MH-3. INSTALLED WITH I PROPOSEDTYPEA ' S PHASE IB CONSTRUCTION I I - - - - - - - - - - - - -) -A ROPOSED 8"x4" TEE & y" G.V. ° BLOW -OFF ASSEMBLY- - - -- _ - 3 PROPOSED 8" goo BEND 3+00. 4+00 5+00 \ N MH-i IW W�-W W W—W PROPOSED 3" TYPE K COPPER WATERLINE'D' tPPR OPOSED FIRE HYDRANTASSEMBLY I WATER SERVICE LATERAL - -6" G.V. ROPOSED "x8"TEE & 8" G.V. 0SOPOSED 8"x4 TEE & y" G.V. I �I I NG zo' ACSA UTILITY I PROPOSED 8" PVC SANITARY TAS=T(1D.B. 5447, PG. 6o3) - I o SEWER SERVICE LATERAL II �� TIE -INTO EXISTING MH->.A-q. 5 s 5 5 s s 5 sT5 5 5 5 5 s 5 5 s. N 5�5 5 5 s 5 S 5 S EX-MH-2A BLOCK 1A EX-MH-iA- BLOCK ZD 9 - - - - - - PROPOSED 8" DI WATERLINET MH-io I PROPOSED 8" PVC SANITARY SEWER BETWEEN MH-io AND MH-g SHALL BE PRIVATE. ® ® ® ® ® ® X C E C C C C C E_ 20' ACSA UTILITY EASEMENT INST# , I HUN NNN HUN NNN NUN NUN NUN i I i I i I i I I i I I I �I ___ �I ___ �I ___�_I __�I ___J_I --�I ---L_I __�I _ 1 HUN HUN HUN NHH HUN NUN NUN 1 EXISTING APARTMENT 1 1 PROPOSED 8" 22.50 BEND BUILDING ; ; IA C �14 UNIT — k i El ° nr S59 4 24.86E — f 435 s' o 110 \ SITE PLAN LEGEND \ i _--------�-- 43, ------ - • °° . 32.6R 90 RETAINING WALL �W W —ZN W W M M M M M M M M - - - - - - - - SALAMANDER STREET _ _Mom,„ 3 EXISTING FIRE HYDRANT (EXISTING 58' PUBLIC R/W) r - - - XISTING io" DI WATERLINE TIE -INTO EXISTING io" DI WATERLINE WITH ' - _ __� MGM 54300` 9 _ EXISTING SANITARY SEWER MANHOLE PROPOSED 3.o"x8" CUT -IN TEE & 8" G.V. _ M EXISTING STORM SEWER STRUCTURE \ w EXISTING WATERLINE CEMETERY BLOCKS BLOCI<6 \ s EXISTING SANITARY SEWER PIPE \ \� ■� EXISTING STORM SEWER PIPE \ \ ® PROPOSED STORM SEWER PIPE \ �I i /i ITARY ENT \ \ 76 ® ® ® ® IDZ IDZ 1� 1� HUN HUH GRAPHIC SCALE 30 0 i5 30 6o ( IN FEET) 1 inch = 30 ft. PROPOSED YARD DRAINAGE SYSTEM PROPOSED STORM SEWER STRUCTURE —s s PROPOSED SANITARY SEWER PIPE ® PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER LATERAL —w w PROPOSED WATERLINE PROPOSED FIRE HYDRANT r1 PROPOSED WATER METER COTT/R. CC>LLINS�Z No. 35791 1�1 3/13/23 _tc,R`% Lu z CY) z M N J N M �t W W N � W NN 'H^ V ) > J z LLI J _J z LL L z z� Q WC? � _ _l U W o ul U) CO z w J W J U) J� � JQ o V O O OI..I.J p� N u w O i w U) JOB NO. 182150 SCALE 1 " = 30' SHEET NO. 9 -N5� 4Z -0643% - - SLOPES(TYP.)- - - \ EXISTING PRESERVED STEEP \ 7 42-@W EXISTING MANAGED STEEP SLOPES (TYP.) - / I 0 �v v Xe SWM FACILITYEASEMENT EA 1 --- --- --- --- --- --- -- - -- -- --- _436 �5 NT \ - - �, INST#- ` PROPOSED RETAINING WALLS \ � --- _ 4 .00 EP VAR. WIDTH PRIVATE DRAINAGE EASEMENT, 443 7 TC 43 7 TC ���� \ v v 4 w N # Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Protided (feet) 9A 36 13.5 32.0 34 9C 30 14.4 33.3 34 9E 30 14.2 32.9 34 11 24 14.1 32.2 33 13 24 12.4 28.8 29 15 24 9.5 23.0 23 17 24 9.3 22.6 23 33 15 6.8 16.9 20 35 18 8.7 20.9 21 37 15 8.1 19.5 20 38A 15 6.2 15.7 20 39 15 5.3 13.9 20 41 15 5.2 13.7 20 43 15 9.9 23.1 24 45 15 8.8 20.9 21 47 15 8.5 20.3 21 49 15 7.9 19.1 20 51 15 ..3 ...9 20 53 15 7.0 17.3 20 55 15 5.2 13.7 20 57 42 15.6 36.7 37 59 18 1 12.5 28.5 29 SITE PLAN LEGEND �TH OFF RETAINING WALL EXISTING FIRE HYDRANT SCOTT R. LINS�Z ® EXISTING SANITARY SEWER MANHOLE O Ci No. 35791 1�1 F-0 EXISTING STORM SEWER STRUCTURE A;P0 3/13/23 �sstONAL EXISTING WATERLINE E�Gt EXISTING SANITARY SEWER PIPE EXISTING STORM SEWER PIPE PROPOSED STORM SEWER PIPE PROPOSED YARD DRAINAGE SYSTEM �o PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE ® PROPOSED SANITARY SEWER MANHOLE F PROPOSED SANITARY SEWER LATERAL \ 446. 1 - INST# _ 1 P\ 4.zgT - - - - _ oz -�-♦ - - - - - - _ - - - - -. _ --- - - -- --- --- PROPOSED WATERLINE 4y4 5 Wj - _ - \ l ', 1zew - W/39613W -i f-t-�-L - 3 175.764'... _ z \ BLOCK 1D i ------ ♦ 43y TI%' Saoew 41oT�Jhy - - - _ 0 4- - - PROPOSED FIRE HYDRANT O ft •� "' _ - -- \ �\ i _ w �-- w ♦`� / r�43bgWl __, zsTWl4zo SW PROPOSED WATER METER I. ---- - 2+00\ ♦♦. -_ _4 4TW/4z8B r-- -I >, - - f... \ '.M1`� ♦�♦ - r44o Tby/436 BW \ \ \ / ///'/ --' - - - O W z.o67EP ROJECTBOUNDARY"♦�4 44 _ D DRAINAGE SYSTEM oTC 442'ooTEP ZPROPOSE/ 44C445SoEP 44o Ep 4E�`6.oT644=mJ ¢ TC z ----- 54 � 446.00 TC RF-1z6 \ 4455 1 I 4y 5 - i �� (/ / - ( �_ _ / - - - W 7Tj \ 446.0o 1C N I 1 _ 441.50 1 i I 40.50 \--- ---- - / /i////- -- / "� / -\ \ \ K LU --- 18 _ `� 1 `♦ 1 PROPOSED DRAI GE SYSTE r \ -;�� / - - - - -- _ - %/ ' / �/ i ' �// - - - - - - ce \ ♦ 1 442 0. OTC 5 / �- _ i / // / - _ _ _ // \ - _ = \ \ \ 447.00 ` ` ` Ec 1 ,,5 5 44 5 \ / I BUILDING #4 1 I 111 1 ,____ 2 j / RF-1zA � ♦ I _ I I 44o.17 EP \ ; PROPOSED STORY IN z _ NmCI / ♦ <I / 4 HOTEL BUILDING �N♦�Po - -k 47 49 42.00EP- \ FFE-448.33 (12o ROOMS) �Il i 8 44z. oTc = I v 1 1 4 i BLOCK1B � PROPOSED 12"HDPE RF-12 _- RF-ugROOF DRAIN SYSTEM i �' UNDERGROUND SWM DETENTION FACILITY 44333 EP y APPROVED WITHWP0201700037 44367TC // r3o /43�B / 434 / LU \ ----- --- I1 _ - - 8B _ _ ---- - 4a 5 33 8T zBw _ RF-11 RF-11A - i 1 i _ TC z 1 i 1 i 1 / k3 /44 - - - - - \ M k ---� .-_ _446.5oEP-o, 11-_ _- _ _ _ _ -� / 44375EP \ I - 44TC n .. ° •446.33EP -\ _ P -' -- - -- - --1 r - b 444. oTC,- 444.25TC •. �- '44 I Zf 1 ix I \ 6. o P .. 38A 446 33 EP " i- 447.0o TC 1 o EP 446.81-I 44 33 446. EP _38 `� 447 3 I `445 33 34 121 i 1 ,{ -- I \ I I I 446.67 TC 447. TC - - - - - / 844� - - -- DRAIN E Y E. II 6. EP I� - ROPOSEDDR G S S_I-- ____ ' I__ PROPOSED _________. ____J_ J.__J_.-_I__I_ r------- - - - -- ---- -- - - -- I - 9A _ 44 i + _ _ _. + i --J - - - _ /` :• •. - _ COURT ,. \ \ \ w w w ,® w w +00 4� w 3 -_ _- - - _ -- _ _ \ - - A --- i ° i+oo 2+00 1 +oo I� - -- -- -- FOOD � w 00 o--w ,w w ; w w w- .._ w- w w 1' 0 1 , 9B O 1 i\=-__--_ =I --- I •------- -- �i� �. 37--- ---1- I ,J,.r,� _ --- - 46 ,.. /° \� \. C5) ------------- - ------ ---- -------------- � PROPOSED ' I ' o EP 447.z5 EP _ oo ER -- - -- -- -- -- 446.z \ ' 6.1 EP I - C - 1-i • C)- 44 .z5 EP ,.. 4475 47 5 44 7 -- _ 9 - -- � _ - - /. � 1- / / / - PLAZA •. \ M \ 448.75 TC / LLI 448.00 TC �447. TC 447.5o TC 446. 44 - 45 _ - I / • .. / / / / /- \ PROPOSED 4yg.00 VAR. WIDTH PRIVATE DRAINAGE EASEMENT, z P [447..67 33 EP 6. z - 6. z EP ' 4 .1 E - 445 3 E -- - ^ '" T - • AMPHITHEATER (V 4474 44 4 4 4 7 ice/ _ ° 1- I 449 oTC \ SEE WIDTH CHART ON THIS SHEET. 447 5TC _ TC 6. 5TC -_ - '4 - D - BLOCK 446.17TC _' - _ --3'I" RF8 • 44 46.7 TC - i446.5oT1 9 44 LL r _ _ INST# �I - 70 �- - __'�--- -' M PROPOSED DRAINAGE SYSTE - - --4+Oo - I T Uj -, 43.RN / / �l . ♦� - 4 f - ------------------------` • \ jj i ' i i i -_ �� 447�9z EP-' -- - - ♦ _ ---�♦_ '448.z5 E 448. I8 EP �� 447.i7 EP i ♦♦ 447.gz EP - ' - -- - -r i 8. TC - 447.83 EP 446.5o EP vs �4 7 448.58 TC 4467 T 448.yz TC _ _ Q 44833 TC 4470o TC 1 - PROPOSED iz"HDPE 42 4o r 1- 1 So.So EP i o �48.5 EP 1'. -- -- -- -- -- -' 450.8�TC 7�� i N 448. TC 1 447So EP / •� a ROOF DRAIN SYSTEM 446.4z EP PROPOSED / 447.83 TC yr 44 i I - PATIO v _ ' W Z RF-gA i PROPOSED - \ J �` z J 1 i , - 448.EP I - ® H� i , � � � 448.92 gz TC > 3 � �\ / / � ''(� I' � � / I---� LL oarc y448: 7EP PROPOSED z STORY / ,�� / W I , l w 448.5o EP 44 .17 TC " RF_9g I II / / / \ I' _ / /0 a y51.00 EP y51.00 EP �. i 49 \ i - - , - - Q -- -, •. , . - _ PROPOSED2z°HDPE BREWERY BUILDING ' j /I \E}'99 44 .67 EP ROOF DRAIN SYSTEM (25,20o SF) - -- 451.5o EP • I I 449.00 44933 EP 448.83 EP 449.17 TC I ,� - - _ - - ZJ 0 Q 9. oTC 4498 44&3TC 44933 i - 4 - / FFE=448.00 4 Tc' I W I RF-1oC RFaoB 450.00 RF 9C i PROPOSEDi.z'HDPE 9 FFE=449.33 ROOF DRAIN SYSTEM 45z.67 o , / LU �t BUILDING #6 I - - - -_ - / , + 1 BUILDING #I /� ~ J 5 PROPOSED 3-STORY BUILDING 449. 3Ul - PROPOSED 4 STORY BUILDING (iSTFLOOR-ig,i35sFCOMMERCIAL i i - _ _ - - - (n +Du- - i (1ST 3RD FLOORS - 46,310 SF COMMERCIAL 2ND v" - TH FLOORS - o APARTMENT UNITS) 48-42 I ' .4THFLOOR so APARTMENT UNITS)� -- - - - - - W FFE=450.00 ojo 4 42 I / - - _ - - ' Z W - FFE=452.67 449 -- ----- i z �-.• --•�- `�,.� , _- --------- .------ 4----- - I -4- 48- - - - - - - - - - - -- .00 7-588 42 44PROPOSED POCKET Z.So EPARKOP OSE5-OODINI CIRE 451.83 9.91 II . �_ 0 AREA 449-02 452.33 TC 449.4iTC 449.52 TC 4.74TC v (nn / ~� Q -� r " _� _ I . ; I d� ( � 1 �\ �. W. W W W-W W W W Ww W -----, O , O � O "-- O g.83 EP 6 B 449.S8 TC - 8.6 TC Lim E --=?--- .�. ----- \'i + i /, .. /` I \ 1 i, 1 I �- \ \ \.. �,. � \' \ --7-- N 1 8. 6 EP ., \ \ I 1 ( 1 r------ - T-- --- - 4. "9 473 3 I I f I o - zs+oo 452.17Tc STELLA LANE 22+00 23+00 - ---------zy+oo -- 6zA 447.9zTc - ------25+00 -- 60 -' \ MATCHLIN,E/ A 108 PRIVATE R/W f , ------ v y8.33Tc „ • /�.. �v - 3 A BLOCK 1B - - 64A - ��------� 6 �� 44E:ooEp / V iSEE SHEET 11 v � y I ' 451.83 EP 449.z5 EP 448.36 EP 44738 P I , •� .- . VAR. WIDTH PRIVATE DRAINAGE EASEMENT,s 5z.17TC 64. -- 8TC_ 8.6 TC------------------- 6z---447.gzTC °-------- `, LV - I . (.. \ V A \\ V A A\'3:A•I� SEE WIDTH INST#ON THIS SHEET. ---44 5 . -44 9 ---�-- --- - - r- o �� i 1 A \ \V A A AV AV�A.� i u ----- ` .. j, PROPOSED DRAINAGE SYSTEM O A O O O - �. ,. O O O O ��� 59 ' W J \�� \\\� A\ \V A A\ ' �I • OBNO. �- 451.83 EP 449.g1 EP 449.02EP 448.24 EP ,°••° I I PROPOSED A \ V A 45 33 449�4 4493 C yr,8.74TC s i I TIE -INTO EXISTING STORM �A I A z. TC 1TC zT-- -- \ \ \ V \ SEWER MANHOLE RECREATION \ \ \ \\\\ \ \ \ GRAPHIC SCALE \ 182150 TURF FIELD --- ----- -- --- - -- \\ \ \ \ _ �\ \ \ SCALE if -I- - - - - - - - - - - - - - - - - - - - - - - - I - - - ' \ k� ---- - -® ---------- ---- ---- EXISTING 48" RCP OUTFALL PIPE \\\ \ \\ \\\\\ \ \ = 30/ :• EX Ao4 ao � BUILDING #8 448.33 ' '� V� \ \ \ V y �, SHEET N0. y7.4z_ / I 58 �� (� IN FEET j.. ------ -- ,--- -I `.-------- PROPOSED4STORYBUILDING-------- -- -- - I � �' , 1 inch '--\30 ft. A 10 448.4z EP 448.7� TC 44 ' ---------- -I t ---------- 447�58 Pz.SoE� � � � PROPOSED .. •• � l l l (l I/ I I I / 2', 446'gz -- - -448.0 - i -o.i3. - - C 1 - T POCKET PROPOSED I I ( / BLOCK 1D r� 3� TH - _ - - - 1 ® RECREATION (I I I I I - - ��� o o i---- -� O AREA 451.83 EP 449.gi EP 449.02 EP i I I i / / - yys.zyEP 1 I I .. ., . / 1 I I I 1 III I m I I � I I Sc( R. LINS� 45z.33 TC 449.52 TC c� - 449.4s TC 448-74 TC .... ` I I I / o f \ b E No. 35791 "�---`�---_----- Q--------------�__-----------� -.--- _-'- Q--------------------`--------�--- ___-__ -_ Q.•----------h•---- 3 I L!1 \ / I I I I \\\ \ �. __.'•�:': v. I� ,- I /�._ I I I b - '� -- �0 3/13/23 w W w w w W W W--- VJ .. W •1' W W W - W W W W W W W , O I \ r-1 1\ \\ \ \\ _ __ \� /- rG> 1 64B 449. 5-- ' � 44EP 8.66EP TC 62B E ,=---- I .,�\ I \\\ 111 I I I sl I I N\ \\\ \ \ �.., \\ ��.\�/ ._- �� / `10NAL III Sv83EP 49.�8TC ---- 44 9 4758 3 .III ---- zs+oo 4s2.�7Tc STELLA LANE z2+oo z3+oo z4+oo a47.gz7c 25+00 --- 6o a i �,' MATCHLINE�=/ I -------------------------------------- 6zA ------------ -- -- _ \ - - - - (108' PRIVATE R/W) 64n i 5� 1111111101111=(63 6� � 4833TC SEE SHEET - - 45z83 EP VAR. WIDTH PRIVATE DRAINAGE EASEMENT 449z5 EP 448.36 EP 44738 P I ,�°' \\ E 10 \. 52.17 TC SEE WIDTH CHART ON THIS SHEET. _ .,- 64 ---44 .58 TC- - 448.6g TC------------------------- 6z----447.gz TC. ------------------ // INST# PROPOSED DRAINAGE SYSTE O O O O O O y5v83 EP 449.92 EP 449.02 EP i i • • r \ V A \ \ \ \ 45z33 TC 449.y2TC 449.5z TC 448.74T� •...• i i PROPOSED TIE-IN TO EXISTING 74 RECREATION A A \ i + SEWER MANHOLE EX-Ao4-- TURF FIELD ---------- -a _ - - - - 1 --- -- -- XISTING48" RC TFALLPIPE BUILDING #8 - 44833- • . 447�42- 1 58 \ OU\ - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED 4 STORY BUILDING 1 I (25T FLOOR - i o SF COMMERCIAL 449a �o a4733 P I 57 \\ \ \ i - - O 7,57 \-o + I o 1 \ \ \ \� \ _ FFE=450.00 447.42 0 \ \ \ - - U) a J - � - - - - - - - - zND-4TH FLOORS - So APARTMENT UNITS) - - - - - - - - - - - - - - - -y� j I 3 00 - - - - - - - - ��� L^j BUILDING # I RF-7A :°. \V� \ \ \ v A v ..v ��_ \� \ I O w PROPOSED 3-STORY BUILDING 44933 ; RF-7 RF-7B \ \ \ _\ \ 1 \ \t p I FFE= z.6 (iST FLOOR - i i SF COMMERCIAL I VAR. WIDTH PUBLIC DRAINAGE EASEMENT, \ PROPOSED 22" HDPE\ - liti!1" Z 45 7 "I 2ND -4TH FLOORS 4o APARTMENT UNITS) I I NSTT#IDTH CHART ON THIS SHEET. ROOF DRAIN SYSTEM pROPOSED C \ 1 \\ \\ \\ \ \\ \ \ ; O 0 _ ��r \ Ln Z yLu 52.67 RF-50 1 BUILDING #io SPORT �1 �\ V A\ V A \ V AV:��\\ • PROPOSED 12' HDPE RF_gC COURTS '� A V A j PROPOSED iz"HDPE RF_4D .:.• 33 / - - Lu ROOF FFE- CENTER BUILDING - RF-4c -449. RO ES P PCENTE ORY FITNESS I � •ROOF DRAIN SYSTEM X I I I \ RF-4F RF-yE f_: -y_ __-_� I RF_46 RF-y 49.00�� 44933EP 448.83E e�II I(30,500II \I \\ I I� POSED,R\AININGWALLS\\ 451 0 449\\\y �498 449.3 TC 4 8.67 33 RF B I x ,l TC TC 4 449 9.17TC 5 50 7.67 1 451.0o EP ' 448 0o TC 1 FFE=4 PROPOSED 22" HDPE 2 2 2 � o � � 6 Iw wow w _ wTw w w w w I 44 .67 EP 1 6 I . \ I 1 ---- � 449 � ✓k49.27TC_ - i i � i • � 1� ;... o+oo --- i+oo - --_-_- 2+00 o ROOF DRAIN SYSTEM+m \ I \ \ -- -------------------- ------ --- - - ��` 448-45 PROPOSED FIRE HYDRANT ASSEMBLY i EP r WITH 8'x6"TEE &6 G.V. i 448.95TC + . RF-5 1 RF-6B .. I RF-6A Ld �. �f � � P 6 H �� �•a ,r I I I I + -- I RF-5A i I PROPOSED POOL PROP OSED8"x4"TEE&4'G.V.. - ----�- 44.67EPry-I - 1 i . E. , .,'°3..II Ll & CLUBHOUSE P 7 46.4z 483 48.00EP 448. 3TC 446.5oE 446.58EP i / 1 447-oo TC I 4 448. oTC 1, 47.o8T rz6.83�T < 1 3 77 T _ 1 M 1 I w -- v _. w 446.0o EP L---------------------------- !+�---------- I ------------------ --J� 44 I 446.5oTC 3+00 q+oo �� � 5+00 I -wow w -'w w ww-W- .."I. - - - - - �- - --_ -- - -- - _--+t 8r 3 I 445 I3 TC VAR WIDTH PRIVATE TE DRAINAGE EAS 48 4474z 473450P -I SEE THCHART ONTHIET 44846.25 TC 4E- EP zEP INST# .66TC 49.3 TC o-E-P 4_6o \1 8 44 EP 4490o TC 446I yy6.8 TC 6 EP 6. TC - - -- -- -- -- -- -- -- 6. o TC 44 E I So P 446.0o TC - -- -- - 445.0o EP 445.5o TC _I -- Vj - - - 7 -L. - SIP.. 7r44 - - - - i o + 6645 11 r : 0 0 1 VAR. WIDTH PUBLIC DRAINAGE EASEMENT, 445.83 TC �r C ■1 - �'- PP 0445.58 TC IPA I I I M I I I I I I I I • I I I C I I I C I c? LL 17 W N W rn CN I A I I 1 I I \ 47.5 - 4 V� �V� \��V� / L + + ---+ _---_ -+ v d EXISTING STORM SEWER li �� PROPOSEDRETAIN�IN�G�WALL� ��� ��� ��� ��� ��� W Z Z - EXISTING APARTMENT �� 7$ > Q J J BUILDING - - PROPOSED DRAINAGE SYSTEM 85 68B �� 1, �� I ROPOSED DRAINAGE SYSTEM 442.5oEP� -I ------ �14UNITS� - 90 __- - - - - - - - ---68---- - - - - - -- 443.00 _ / LL1 448 00- 8 - -- - 9 ��� r-_�v-- y / 44 33 9 88 -- -- -- -- -- 6 c $ I 77TC - Q Lu 6L6 EP - -- 45. o P EP 42 o!R EP - 40.0o EP yz.o8 EP 44 7 I 44533 _ _ I � / � 447 oo TC 445 83 TC 445.67 TC - - 43.08 4 Q. 3 TC 44z.ya TC _ �.. % / / z TC i �g 2.00 EPr7o - 76 - - - o TC 86 / 47,08 TC , - - - o. y z.33 TC ]3A 233 TS .o ZQTB - - __ / �• g2 g_____ ,,' ' VAR. WIDTH PUBLIC DRAINAGE EASEMENT, ° ° °- ° ° ` ° ° - - -- _ > . `.. ° L 72 _ VAR. WIDTH PRIVATE DRAINAGE EASEMENT ` � 1.3__2_.6 / / / / / / -- SEE WIDTH CHART ON THIS SHEET. _ ----- 68A 3 SEE WIDTH CHART ON THIS SHEET. 43 R-'36.75 - �- - - - - ------ = fi ---- INST# ----- ------ 7i8 o - - - - - -- - - ---- - - m „,.. 4473oE ,. ,,. ,,. __.__ - ,. ,,. ,,. ,. ,. ,. `__ -- °-44z.4zEP-. �S SALAMANDER STREET \ 447-83TC ---- y4a75 TC 9 ` �_ \ 7Z--- - --- _ (EXISTING 58' PUBLIC R/W) -- 2 � - EX-Ao8 - -- __- s43o� ��� �/ / / Q REPLACE EXISTING DI TOP WITH h� ----__ �•V I I\ - - - - _ _ - - - - - - _� �// / ul co CO SITE PLAN LEGEND g26 - - - _ I j J / - - - �\ _ w ---- ry CEMETERY BLOCK 6 RETAINING WALL i� / /------- _--- 442-- \ vv vv / TARP Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width I Required (feet) Easement Width Provided (feet) 57 42 15.6 1 36.7 137 59 18 12.5 28.5 29 61 15 5.9 15.1 20 62A 15 5.2 13.7 20 63 15 5.5 14.3 20 64A 15 5.5 14.3 20 65 36 15.5 36.0 36 67 24 12.8 29.6 30 68A 15 7.2 17.7 20 69 15 4.7 12.7 20 73 15 7.9 19.1 20 75 15 6.8 16.9 20 77 15 4.8 12.9 20 79 30 13.1 30.7 31 81 30 9.2 22.9 23 83 30 9.1 22.7 23 85 15 7.4 18.1 20 87 15 6.3 15.9 20 89 15 7.0 17.3 20 91 15 6.9 17.1 20 ® ® NT, j = �J ---------------- ----------------- ------------- 3 ------ - NUN H - - - I -I EXISTING FIRE HYDRANT T ® EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER STRUCTURE o EXISTING WATERLINE � EXISTING SANITARY SEWER PIPE O EXISTING STORM SEWER PIPE O 0 PROPOSED STORM SEWER PIPE N PROPOSED YARD DRAINAGE SYSTEM u Do PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE F \ ® PROPOSED SANITARY SEWER MANHOLE o = F PROPOSED SANITARY SEWER LATERAL d /n JOB N0. � GRAPHTq, SCA�E \V PROPOSED WATERLINE 182150 30 0 ,5 \ 30 \ 6o SCALE / _ _ / i �- PROPOSED FIRE HYDRANT 11 _ r / 1 - 30 / I v � l / l I I I I I I I I i I \ PROPOSED WATER METER 76 � I I I 1 � I A 1 � --, v I � (�I FEET\ V \ � SHEET N0. - v \ 1 inch 30 ft� A \ 11