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Home My WebLink AboutSDP202300022 Plan - Submittal (First) 2023-03-22SITE DATA OWNER/DEVELOPER PLAN PREPARER: TAX MAP PARCEL No PARCEL AREA: ZMA PHASING: ZONING: CURRENT USE: PROPOSED USE: ROADS & STREETS: MAGISTERIAL DISTRICT CRITICAL SLOPES: WATERSHED: BOUNDARY SOURCE: TOPOGRAPHY: BENCHMARK: DATUM FLOODPLAIN: STREAM BUFFER: LANDSCAPING: RETAINING WALLS: CEMETERIES: FIRE & RESCUE: BELVEDERE LONG HOLDINGS, LLC 455 2ND STREET SE CHARLOTTESVILLE, VA 22902 ROUDABUSH, GALE, &ASSOCIATES 999 SECOND STREET CHARLOTTESVILLE, VA. 22902 (434)-977-0205 PHASE IV PREAPPLICATION PLAN TM P # 61 -160 R51 62A3- 1 B I 62-2AR41 62-2 B R4 062A3-00-00-001B0,06100-00-00-160R5,062-00-00-2AR4,06200-00-00-002B RIO MAGESTERIAL DISTRICT, ALBEMARLE COUNTY, VA 62.635 ACRES (DB 5294-423), 2.110 ACRES (DB 5193, 471-F), 10.76 ACRES (DB 5117 PG.20), 17.24 ACRES (DB 4966 PG.372) TOTAL - 95.753 ACRES (DB 5294-423)) PHASE IV R4 LOCATED IN BELVEDERE CODE OF DEVELOPMENT VACANT 231 LOTS ALL PUBLIC STREETS SHALL HAVE CG-6 CURB & GUTTER. NEW PUBLIC STREETS RIGHT-OF-WAY SHOWN HEREON IS HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE. RIO MAGISTERIAL DISTRICT PRESERVED & MANAGED SLOPES PER ALBEMARLE COUNTY GIS. CONSERVATION & PRESERVATION AREAS PER ZMA SOUTH FORK RIVANNA (BELOW RESERVOIR) 062A3-00-00-001 BO: PLAT "DIVISION OF DUNLORA" PREPARED BY WM. MORRIS FOSTER, LAND SURVEYOR, DATED NOVEMBER 1, 1985, REVISED DECEMBER 20, 1985, RECORDED AT DB 875 PG 331. ROUDABUSH, GALE & ASSOCIATES 2020, DB5294-417, & DB5289-658. BARE EARTH DEM FROM LiDAR, SOURCE VGIN (2016). POINT CLOUD FILTERED BY RGA, FEBRUARY 2021. PER BM MEMO 12/9/21 PK NAIL SET IN SIDEWALK AT THE CORNER OF BELVEDERE BLVD AND FOWLER STREET. ELEV = 476.50. HORZ: NAVD 83; VERT: NAVD 88 THIS PROJECT IS NOT LOCATED WITHIN EITHER "ZONE X" OR "ZONE AE" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUARY 4, 2005. THE 100' STREAM BUFFER IS NOT LOCATED WITHIN PROJECT LIMITS. STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS PER CODE OF DEVELOPMENT & COUNTY CODE SECTION 32.7.9. SEE LANDSCAPING PLAN FOR MORE DETAILS. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ALL RETAINING WALLS OVER 30 INCHES IN HEIGHT WILL HAVE SAFETY RAILING. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. FIRE HYDRANTS SHALL BE PROVIDED ALONG PUBLIC STREETS AT A MAXIMUM SPACING OF 500-FEET ALONG THE TRAVELWAY LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT IS LESS THAN 3000 LUMENS. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM AN ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. TRASH RECEPTACLES: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINERS. NOTES: ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS NOT LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. 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 FIXTURES 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. SCALE: 1 "=1000' SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- PROJECT NOTES & OVERALL PLAN SHEET 3---------- GENERAL NOTES SHEET 4----------- OVERVIEW EXISTING CONDITIONS SHEET 5----------- EXISTING CONDITIONS PLAN SHEET 6---------- EXISTING CONDITIONS PLAN SHEET 7---------- EXISTING CONDITIONS PLAN SHEET 8---------- OVERVIEW SITE PLAN SHEET 9---------- LAYOUT PLAN SHEET 10---------- LAYOUT PLAN SHEET 11-------- LAYOUT PLAN SHEET 12-------- OVERVIEW GRADING PLAN SHEET 13-------- GRADING PLAN SHEET 14-------- GRADING PLAN SHEET 15-------- GRADING PLAN SHEET 16-------- OVERVIEW UTILITY PLAN SHEET 17-------- UTILITY PLAN SHEET 18-------- UTILITY PLAN SHEET 19-------- UTILITY PLAN APPROVALS DEPARTMENT SIGNATURE DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE ATHORITY VA. DEPARTMENT OF TRANSPORTATION U U O Z O (,Do Q m N 0 LJ N m N N OFJ5 v�>o � Oa uWi LLin w rF� ZCS' [n>ma V C w Lu o� ZW22 z w c3 Lu LLZ W J2 O ; rn a- Lu rnU co rx z O d tr U U) Lu 0 z O Lu tr m Lu a 0 O z DRAFTER: IJMG DESIGNER: IDF PRODUCTION• ZQD Z Q ¢ J �> a m z > Cfl Z O Lu f 0 Q W >2LLJ Na Lu Q m m m U) �w�a DC }C)�a > Q j�o O U z J 0 �wr< m W i < 0-O IE DATE: 20 MARCH 23 SCALE: 1"=1000' JOB: 8438 SUB: SHEET: � OF 19 a.) LL r) a Q Q CL L(1 m fV m N O N O N m Q J d _I J ry Lu O Cd L) Lu O z Lu 1 O ry a- N / N Ln CD d co O r- N N Q0 CD rr) 0 m fV / V) c_ m rev c O c� V Q a N L d N d m N i Q) N N m 00 m / N N O / T r ¢ PHASE 4 = # m It •, I � 1 i':��\-• D� �I � I 11 SII T a Ir 71 Z E \ I. IN --___----- ZpNING _ i BLOCK 8 I Y � PHASE 5 i � I I I # I I I # BLOCK 10 # I Ifi s s SITE DATA MAXIMUM LOT SIZE PERMITTED: N/A MAXIMUM BUILDING HEIGHT: 35' MAXIMUM LOT TABULATION: 95 SFD LOTS 13.79 ACRES 136 TOWNHOUSE LOTS 5.09 ACRES IMPERVIOUS AREA: SFD DWELLINGS & DRIVEWAYS 5.22 ACRES SFA DWELLINGS & DRIVEWAYS 2.86 ACRES SIDEWALKS 1.54 ACRES ROADS 4.23 ACRES TOTAL IMPERVIOUS AREA 13.85 ACRES OPEN SPACE REQUIRED: 25% x 95.753 ACRES = 23.94 ACRES OPEN SPACE PROVIDED: PARK/SWM 4.15 ACRES TOTAL OPEN SPACE AREA 4.15 ACRES C°/a OF SITE) RECREATIONAL AREA REQUIRED: 200 SF * 231 UNITS = 46,200 SF (1.1 ACRES) RECREATIONAL AREA PROVIDED: 5,527 SF TOT LOT IN OPEN SPACE'A' 141,570 SF PASSIVE RECREATION SPACE IN OPEN SPACE'C' 147,097 SF TOTAL PROVIDED RECREATION EQUIPMENT AND FACILITIES, INCLUDING THE TOT LOT, SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY, MAINTENANCE SHALL BE THE RESPONSIBILITY OF RIO COMMONS, LLC. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY PERCENT (50%) OF THE UNITS HAVE RECEIVED CERTIFICATE OF OCCUPANCY. TOWNHOUSE SETBACKS: FRONT: 5'-25' FROM ROW/PROPERTY LINE SIDE: 5' REAR: 20' GARAGE: 18, STORMWATER MANAGEMENT: 3 BIORETENTION PONDS ARE PROPOSED IN THE SUBJECT PARCELS. STORMWATER CALCULATIONS SHALL BE SUBMITTED AFTER THE INITIAL SITE PLAN. WATERSHED: A MAJORITY OF THE SITE LIES IN MEADOW CREEK WATERSHED; A PORTION ON THE SOUTHEAST SIDE OF THE SUBJECT PROPERTIES LIES IN THE UPPER RIVANNA RIVER WATERSHED FLOODPLAIN: THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP 51003CO287D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PREFORMED AS A PORTION OF THIS PROJECT.. STREAM BUFFER: THERE ARE NO STREAM BUFFERS WITHIN THE PROJECT SITE. PARKING REQUIRED: (2.25) SPACES PER TOWNHOUSE. PARKING PROVIDED: SINGLE FAMILY DETACHED - 95*2 = 190 (GARAGE + DRIVE WAY) TOWNHOUSES - 136*2 = 272 (DRIVEWAY) GUEST - 136*0.25 = 34 (ONSTREET) MIN 496 TO BE PROVIDED. TRAFFIC GENERATION: TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (10TH EDITION) 136 TOWNHOME UNIT & 95 SINGLE FAMILY DETACHED 1664 TOTAL GENERATED TRIPS AM PEAK: 129 VPH (8 ENTER/31 EXIT) PM PEAK: 162 (31 ENTER/EXIT) LEGEND EXISTING INTERMEDIATE CONTOUR -------- JJ2-------- EXISTING WATERLINE —'—'—'—'—'— EXISTING INDEX CONTOUR -------- JOC-------- PROPOSED WATERLINE —•—•—•—•—•— PROPOSED CONTOUR 20 EXISTING FIRE HYDRANT EXISTING EDGE OF PAVEMENT EX. EP PROPOSED FIRE HYDRANT r PROPOSED EDGE OF PAVEMENT EXISTING WATER VALVE—•�•—•—•—•— EXISTING CURB AND GUTTER EX. C&G PROPOSED WATER VALVE—�•---- PROPOSED CURB AND GUTTER PROPOSED WATER METER O TRANSITION FROM CG-6 ROLL-TOP EXISTING REDUCER—•—•f•—•— EXISTING STORM SEWER EX. 15" RCP PROPOSED REDUCER—•—•f•—•— HANDICAP RAMP ( PROPOSED STORM SEWER DENOTES LOCATION STD. D. V CG-12 AND/OR JURISDICTIONAL EXISTING SANITARY SEWER -_ -. -_ -. -_ -. -_ - STANDARD RAMP CONSTRUCTION PARKING INDICATOR 12 PROPOSED SANITARY SEWER —• —• —• —• —• —• —• — INDICATES THE NUMBER OF TYPICAL PARMNG SPACES PROPERTY LINE BENCHMARK EASEMENT LINE - PROPERTY BOUNDARY CENTERLINE -------- LIMITS OF CLEARING AND/OR GRADING VEHICLES PER DAY COUNT 1,234 VPD EXISTING SPOT ELEVATION + PROPOSED STREET NAME SIGN PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING SIGN a EXISTING TREE PROPOSED SIGN -� SANITARY MANHOLE IDENTIFIER t2 PROPOSED TREE OAK STORM DRAIN STRUCTURE IDENTIFIER 18 CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF "REDLINES". "REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE "REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR "X" THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE (DATE) FOR: (CONTRACTOR) U Q z O � Q m rr N m LuN N N In OU >oq UQ a uin w z0 `n>CA-co r� O fr pcov Z W z , O Lu O000 z p� w J 2 UQd dw co rnU Q Z 0 d U U W 0 co z 0 W tr m Lu Q 0 0 z DRAFTER: JMG DESIGNER: IDF PRODUCTION ZQD a Q � Z 0 z J co> co g a z > Z OLLJ fo J Q �_ � Q w N Ir LLJ Q :E O m wm m C6 Q LJ.J Q F � �0(o ir O LLJ L ZJCD-J L LJ m T I a a: U LLJ (D 0- Ill ' O w j 20 Q O DATE: 20 MARCH 23 SCALE: AS SHOWN JOB: 8438 SUB: SHEET: 2 OF 19 GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER MAY ACT AS THE PROJECT MANAGER OR DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). 8. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 9. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 10. 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 FIXTURES 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. EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITY SYSTEMS 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT IN THE SHADE AND RISING. 4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREETS OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE 1. CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1.1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 1.3. LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. 1.4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), RAMP SPECIFICATIONS (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS MUST HAVE ADA HAND RAILS AND "LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. 1.5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) 1.6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF THAT WORK. IMPROVEMENTS PLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. 1.7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. 2. CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN AN EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE- CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TEST PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A,B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE- CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. 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ACRES A b •/ A, • • fff NL �► d' , • ��\\ �SHED • 7 ,\ �v • A'�6��" '•• •' 27B \ ` ` zomwQ AM LEGENDSvvvVACANT \7 •®v�,v� v • �•,� �� r'' 8Q78 ACRES - P E- - - P E-o di • • , \ \ \ \ ♦ ♦ \'. \ • ///� 1 • • ' • • • • PRESERVATION EASEMENT - ° •, \ \� _ �\ \.� \ 1 �' •/� f % / / i,••. DB. 5277 PG 305 L -PE - -PE m oo o°°© •'•, \�\ \\\ `\ `` A ,\\� ;��// �� ,,,. •. li • • • • ALBEMARLE COUNTY STEEP SLOPES OVERLAY PRESERVED ,��1 I� �I\}D �� /lam ^� • J/ P 1 ALBEMARLE COUNTY STEEP - 27° ° (� j to// a�� N� ; SLOPES OVERLAY -MANAGED °° ° o j //1 I o t \ -, �,r��° a �� i If 0 SOIL LINES AND TEXT - o°°° o eP •'• PHASE LINE - 0°° •. •. •\\� '' PM •. I ZONNING LINE --------------- o °°° : •••'. \�\�\ •. 100 0 100 200 • • • '' • • o ° ° •• •• ^7•''''�'' •• 100 YEAR FLOODPLAIN - °° ° `V y'. ,.. ,. t . SCALE: 1"=100' Parcel Line Table Parcel Line Table Line # Length Direction Line # Length Direction 1 827.80 N38' 11' 59.14"E L27 750.00 N27' 25' 17.98"W L2 1163.50 N50' 51' 53.38"E L28 610.00 N89' 55' 17.98"W L3 65.00 S39' 08' 06.62"E L29 558.17 N22' 17' 37.98"W L4 450.00 N50' 51' 53.38"E L30 121.07 N70- 25' 40.87"W L5 608.10 N51- 21' S7.47"E L31 644.41 1 S40' 34' 43.02"W L6 341.84 N14' 36' 09.95"W L32 289.86 S4925' 11 L7 234.16 N32' 38' 31.59"E L33 162.85 1 S49' 25' 16.98"E L8 403.12 N51' 49' 58.08"E L34 50.00 N40' 34 43.02E L9 123.91 N52' 21' 09.54"E L35 318.15 S49' 25' 16.98" E L10 108.98 N43' 12' 05.84"E L36 500.00 N40' 34' 43.02"E 1-71 404.04 N31' 09' 30.65"E L37 214.23 S46' 07' 11.68"E L12 611.30 z,J I 34 16.35W L38 280.50 N36' 38' 30.10"E L13 47.25 S14' 22' 06.59"W L39 71.40 S46' 07' 08.80"E L14 55.37 S79' 19' 45.04"W L40 309.88 N36' 00' 55.38"E L75 68.96 Ill 46' 45.07"E L41 172.63 N40' 15' 37.27"E L76 153.62 S65' 32' 12.591 L42 76.10 N34' 41' 59.62"E L17 982.36 N23' 29' 32.19"E L43 266.78 S49' 25' 11 L18 103.24 IllIll33' 35.39"W L44 65.56 S55' 51' 27.12"E L19 84.74 N27' 39' 11.53" W L45 33.65 1486' 00' 40.24"E L20 93.74 Ill 28' 03.11"W L46 71.50 S58' 48' 59.23"E L21 276.23 IllIll33' 58.43"W L47 39.97 N58' 48' 59.23"W L22 104.23 Ill 09' 43.37"W L48 267.97 N53' 46' 03.76"E L23 154.16 N29' 45' 26.98"W L49 346.12 N40' 34' 42.33"E L24 220.03 N29' 44' 50.30"W L50 520.15 N80' 03' 22.02"E L25 926.51 S74' 25 1-98"E - 130.19 N40' 34' 42.33"E L26 400.01 Nil' 55' 03.57"W L52 30.51 N49' 25' 16.98"W Curve Table Curve # Length Radius Delta Chord Direction Chord Length Cl 408.94 1850.00 12.67 S44' 31' 56"W 408.11 C2 1312.97 3205.40 23.47 N39' 37' 53"E 1303.81 C3 150.53 125.00 69.00 S75' 04' 43"W 141.60 C4 248.21 1964.50 7.24 N40' 15' 41"E 248.05 C5 18.29 12.50 83.85 S89' 41' 33"E 16.70 C6 19.64 12.50 1 90.00 1 S7' 07' 10" E 17.68 C7 1 87.07 1 346.50 1 14.40 1 S53- 19' 08"E 86.84 300 Q Cn z O °o Q m D-w N Nrn au N N 0- � ° fn Q ColW >�UO OQ uwi uin w O> Zww U co wC7 Z OOOO LuZ O5; w9 rnQa a- LU rnU Q W Z O d 0 U rn LU 0 z O LU Er m LU Q 0 O z DRAFTER: IJMG DESIGNER: DF PRODUCTION ZOD a Z z Q J co � > zI > Z Z Ow�o 0 UJ Q <w N o z Q < O W Ll m QCD 0 U) LL Q LU x > Z J 0 w � LU I m J (D w Q w 2q LLJ d ~� 0 DATE: 20 MARCH 23 SCALE: V=100' JOB: 8438 SUB: SHEET: 4 OF 19 0 - KEY PLAN I °� I I I •� I > � �� I • • • ° h'' � � � --� � `— �.. mil\ -�— < � �,� � �_� � �/ \ ;�. s�'\; i � �p�-�,-,� �i- '•.`• T �_•..ALBEM•ARLE COUNTY STEEP u • • • °-�.. 0 _/---- � f� y � � __ � f,� � ° • •�� ° • • i i-' i • • � �. .'- _ J— r� � � � � J/ � \ r • �� c=- i J� _ J / • . • • SLOPES OVERLAY - MANAGED • • �/ �` — ° • •f •! °� _ _� �\ —� 00*0 *00 410 '.�` 4i- 41� ` _422.= 424 _ :dk —426- r.. mm�•mm.o-.IrMl-AyHttrn�-ro- '."o+Fww-u-wW--f[ 2 �,�r wW-I�W_WJFJFJLI� u+4+F+i-u+w-u-IW-iL �� •/; -- 430: - 428MEW S a\ ,$ #rd __ -- l �-•-- _� - 426 - `I L.- .�� _ �- 428_"` -�-_- 1_ �'i- —��—� 442- 01 456 _\ -\ `�- `�-� '.� 450 1�� J -�" /'\ \ 1 �\ / �U %li� ��1_ / /� / l / - / " '� -� _` �� \ \ �� f r L -.�• �_ \ ` \ '� L / r BELVEDERE \ \ l J �� 9 /�, r / — / r-r. • L� ..--� \ —r ✓ PHASE 4LINE �� _ — — \ / ��F1��5 / / i �� ...••...• \ �r • .464"i* .�' J- ¢ s-G �1�_ � `. � «� �� s��s�� • -_\_. -�_ Mir 20 AG SAAN�((TARP\ — 1 / / _ _ kL- — — �� _ ! \ \ y I t •— '�- '`� YAGWi *go •,.L� s • . ! �. • • �; _ SEWER EASEMENT `� Y` ii- —\�'� -�� \ l l/, mod /� /��•�' ��_ ./- r ti' ZO/n / \ • • . • v� �'\.- �B. 35R PG. 603 � ��'\/CSA GEA IfVTARY/ ` 82.84ACRES\ \ \ J`' i ��_� '• / �� ✓ 9� �� \ \ �� lam\ _` �S3MD 35F2 HJ f /� i J ^ram �� _` ��. 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TOWNHOUSE (3 LO 1p BLOCK(5 LOTS) — TOWNHOUSE TOWNHOUSE TOWNHOUSE ) ^7-' >w - n BLOCK B(6 LOTS) TOWNHOUSE OUSE ) PREMIU BLOCK B (6 LOTS] BLOCK- B (fi LOTS TOWNHOUSE M TOWNHOUSE smPr a�,ss,� m'RF+vsn c; �7--.�' PREMIUM TOWNHOUSE PREMIUM TOWNHOUSE 0.91PARAC ( , ( I 0.91 AC — \ _ -- - 03A 3s °nu m <+✓ ..... ' � zs 6T s' s -, .. �1 ioo •---�`.�: - a. , BLOCK-B(5 LOTS)PREMIUM TOWNHOUSE BLOCK B(S LOTS) �r ar - PREMIUM TOWNHOUSE '' ° 4 m� ,� / 3 W _ .,. ��29+00 19r0 T �. 2r00 zs Rc /,. 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RJR SETBACK �s LOT 148 LOT 120 m m LOT 143 •e L._ 20' REAR SET CK (TYP. 20' REA SETBACK (NP.) ■ ti m y 20' REARS BACK P.) I LOT 149 5—'SETBAC—K � I III �\\ \\ \\\\\ \ :':-.-�"nag��, PpxcP°,+,i,„"oD° \ ,\ II rIIII I L"L�O.T �P8wERt4PU.N-wx..,.�...x_, . , II II' I EAIRIII I wOs•v-np1 `_;wP,,_,aN"v�,.."—, N I I I I r 1I IL5L:O'-:T2 5iP8®—7EfixaBoP1ANL xa,.—�.a ,, w III II I I IIPN•_^•�_L•yOq:T 'i:a7s = II I I I I I -I I La _ `�N RE^V�2ER0LS'OEI RTEA18R8 IJI I III II LR�EO(PT,Y_PR_E.V) LEORSFT)SE' 5'LE{Oi' �TB-__1u1TR�9L EAR I II I I IIIII -- n'RRs EPDE.Wfx _ROo_2O•D0_ ' L' RO4ML T =_ 1utt9R4 2S LOT 11 SETBACK (NP.) PARK/SWM 1 LUI 5m -e°I 22 0.91 AC . LOT 151 LOT tp - 19� 3 ODui LOT 152 OT 183 25'B LOT 124 0)A NLJ I - I 153 `S a�`D , � ' / N ---- _-,I�,,.;. o- EQUALITY STA:20+44 56 D LOT 138 ' N m I :�/ ��ti�a\ \ l ,,. L _`_' a ,: - ..=10+00.00'ROAD D '. - LOT 125 m a D \ n ,, " l ' ,r -� • • , .:.: - • . 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T p �Dw°DD I I — ____ vn•�.n 157 II I asPEry LOT 158 � / / �. u • , I -_Ews-PE i•___-_ wsPEN wsPEx LOT 133 wsPEx LOT 134 PEEPUN I II sro-_a�F°3u II sM i-°DDmwn I I—°Dww3a I I I p r, II- 0 I wsPEx ASPEN I I I LOT 131 I I II R LOT 132 i t II I I II I I I -- T ¢� I REVE LOT 129 I I I REVEnsOT 130 I i Rom, I EVERSE REVERSE REVERSE I I I I I REVERSE I I LOT 181 ry m � '^••'n I I 3sasn3a II I` � I ^oo>�wr I J ` I I „ I I I� I „��• I I` °°°^^'• I 6' PLANTING S R � � � I ' � L- � 2d REARS BACK CfVP\ L1 L _ L - - - - J L _ J L -J/ p, R SET (�') e� J L- ,-J -J m — _I O A� B�SD ALK- 2%+so 20'REAR\OT �: 6r 5 2 j86 - O • ;.. pT gAG Ryp. 20'R sETBACK(TY'P�) —. PARK/SWM ' ,,. A :.5' ID AL r. q , .. .. O. - Q`. > "il 0 12 AC � � . °•� Q � ,y 8 6 PLANTING RI 90, A O, 19 0,I r o r r r IY ._. \ ✓ W LVEDER LV I —�I p.. N. '..1z+oo :: + 9 ,4+00.: +oo', go PARK SWM W D ,0 Oo o +00 _. o ry / r Ily W I I ....,. .... , , ... 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III o I / pF 422 s o I I o F'F 4265"a I II /I �llll - ml F Po,,B�42U401, BASE-413.0 TN:403.fi7 \ 11 \W:393.06 :307.07.62 BW:3 vFF-425.5 / 1 I / I I \\\ FF-424 0 F �0 n V� "BASE-4144408 60 11yFF26.55 ', / ` V m V \ h..\ esnana w6.1 l/lll 11 111 / / // l l/ \ \\ � �f —c , Pw, 0� / � , �// %/ / \ v \\ A/�i �Al / /J J KEY PLAN Elm \\ i 50 0 100 150 zoo \ \ \\ \\ \\\\\ �1 SCALE: 1"=50' A A \VA \ eA STREAM n O GO Z O (o Q m N W N m N N OU E>o � U L L a cn LL,i mN IQ� JZ_ �00 ZC3' z �� O').0 V W V 0 o� ZWw o wZ °z oo LLZ O; o_ W rn U U Q WIL DRAFTER: JMG DESIGNER: DF PRODUCTION ZQD a z a �E_ J �> z>�z O W o � � Q w z Q N Q Q � a- m m m c� LL `s a z �wp�� Q Qwm`�-� z -J � LU m(Dw J o_ � w it < a 0 Z O U W 0 z 0 W m H Q 0 z DATE: 20 MARCH 23 SCALE: 1"=50' JOB: 8438 SUB: SHEET: 1 5 OF 19 V c6 N LL d a Q Ln fV m N O N 0 N \ M / W N () CD 0 / d m OD O N N / O rrm CD c- ca a 0 c,3 V Q a Q) a 0J d m / Q) L- Q) i� OD rn III 00 N N 0 / • • • • • • •e •e -T In—I—I-1-11-11-11-11 1�1 �I�ih• . 1 . u®1�� 70 w :lei �.:I til•' AT THE WATER GONNI POINT MANI 1•Y1 M ■A- ' �I' � i� _ I� _ I�_� I�_� IIII•e E w- � M 4 w W LVEDER LVD II - • • DRIVE S TO 11116TEE e 1�� I 1 C � � o Bx6x8 TEE . m m u/ tt •e• BM ELEV.= 453.77 Right Front Bonnet / Bolt on Hydrant • • • • '— 1 • —V — / •• I�rn • • • _ 1111I111�j1'1 � • L • s • . • • ° • • • • • • • . • • 0000 • • 0000 .•' • • • • e � e • 0 • •• • • •• • . p s DIP CLSz - VATERMNN= 111.:1-14� n:-L- r: = I II i�l nw« m* • • • "yPJ PARWSW 0.12 AC • 4tAH04 0.24 AU � • • • • • S • ° \ • • 6•DIPC •• ®: S WATEPMPIN • ti •• I • I ' 1 • 1 • � el • • • • • •• • •e I••••I•••••••'••••• / ••• ••• •••• • / •0 0000• • • • e • • • • • • • • • I• • • • • • • • PP seD I 1_-Y DETAINING • or aI _ -.. ma mmH-'r I ma'aiean;mm • FR iP �N wrw I -r -� I s� • e e • :r�t r y_®I ' e • • •• IS DIP clsz A. 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LEGEND \ : y • e • // / �. • • • STORM PIPE \ ••• / : •• • • �.'.' ,' .' • �• a STORM INLET O • • • • •.'.' e• ••• ° o • / ' • e • • �" S— SEWER PIPE • \ �' ® �° • Q�'' i •' • • • • 0 SEWER STRUCTURE ••••m • • �'., / W W CATER LINE Q o. \. �e• o / F...'...' a.. 131 � es • • • p • ° ° 1 • t WATEPMAIN PARK/SWM 1.49 AC. 6-DIPCL52 Q / • '0• e•.'.,..'.,.. • 00 5TRCAM •'' ' • • •. r 0. • ''••• •• . e' •.'' • • • • • • 80 • e 0 100 • • 200 300 • �.' e • •• SCALE: 1"=100' �•• ..' : ' -' a •� 0 Z O g Q m N y � w N m `'�Ci p wNN dO OU >o0 UQ (DuiLu n w rF� Z('1'co V O� M C) U V , zj"Z Q wC7 0000 �z wJx p� rnQd a- LIE rnU U Q W Z O d U w 0 z O W m Lu Q O z DRAFTER: IJMG DESIGNER: IDF PRODUCTION ZQD a z >_ Q J > a m� z>(0z z Q W IF p Q (1)QQw IZ > = N Q Q (0 :E m W m m �jrcbQ W N U QLu�� Z J � j G m T W O J W a `� i < 0 DATE: 20 MARCH 23 SCALE: ---- JOB: 8438 SUB: SHEET: r- N N / O CD rn fV / c- m .R W��j 100 150 200 1 . J* - Yr W r LLJ LLJ �U) NLU Z U ► PROPOSED i RETAINING WALL ¢ac G �. -- 20' REAR ETBACK (NP.) 20'REAR ETBACK (TYP.) 20 � SE BACK _= --- SET&4 K(NPd �U U U LOT 46 LOT 47 LOT 48 LOT 49 LO 0 LOT 51 LOT 52 _ -- --- --_ 20' R REAR SETBACK (TYP.) 20'R R SETBACK (f`!P.) � —, U LOT 38 LOT 39 LOT 40 � rI LOT 41 LOT 42 LOT 43 LOT 44 LOT 45 LO 53 T LOT 54 LO7 55 BACK P.) 20' IYY Y U U LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 IU UQI LOT 36 LOT 37 fL w U�I �� 6 20 REARS IY LOT 24 LOT 25 U UI LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 Ia �I �w �" I p REARS BACK P.) LOT 21 LOT 18 LOT 19 U� U LOT 22 LOT 23 vi w � iO FlLOT — LOT 14 LOT 15 LOT 16 LOT 17 5 6" DIP CL52 — 5' 5 OT 3 LT 4 WATERMAIN I I 6BiLI �TtH� �k 1 \, rz T2 5 ETBAC 1 5' S T T T 1 Y U it LOT 210 LOT 209 LOT 208 LOT 207 LOT 206 ryLO 05 LO 04 OT 203 OT 202 U LOT 211 � pu'�1 urGi LO 201 LO � LO U U 99 C LOT 145 LOT 146 i' Y LOT 216 I,a, �I LOT 215 LOT 2, 4 LOT 213 L°T 212 '� I I LOT 11& � 2A UQ IUU amI L0T 220 LOT 219 L0T 218 L0T 217 � mE_� 1°iO t1H� m LOT 231 LOT 230 LOT 229 I228 LOT 227 LOT 226 LOT 225 LOT 224 LOT 223 LOT 222 LOT 221 m w w � LOT 144 • ,� . LOT 147 �, m m I" "I EARS BACK EXISTING n L07148 20'R SETBACK TYP.) 20 pEAR � I 20' RE R SETB CK (NP. SETBgC �+ BLOW -OFF LOT 120 m m LOT 143 - m J L— 20' REA SETBACK (YPd K(T P.) y m U 20' REAR SETS CK 20' REARS BACK P.) n LOT 142 O1 LOT 149 x 20 REAR SET CK (TYP.) � r 20' BEAR S CONNECTED TO EXISTING L0T,�1 -� I _ l F I KrmPJ WATERLINE. CONTRACTOR TO PARK/SWM 29 EAR SETBACK (NP.) 1,,,,„; REMOVE EXISTING BLOW -OFF � Lor 150 AT THE WATER CONNECTION OT 122 0.91 AC T6RE°w°°o II I II 1 I or,as I aoirlso I I I ° II ns LOT 191 }---. L55,'SSEETTBBAACCKK O . .� .mn d5'EL>O�T 165K2 .`.°O.teWn�pOO \\ \ II IIIII I L-L-O- T y8�4-- �n.., _ IiJ I I I L - 7� • - n II OT19—_7 POINT LOT 15 IJI 1 I II II REVE'R' �SE — LJ I I II II II IIII "m En Evere'Ls O E T _193 LO{123 SET6" DIP CL52 WATERMAIN OT 12a OT 6x6x6 4 '' ' LOT 153 � a'a` o ° • LOT 125 a LOT 138 .." ! D I/.'L"em�\\ \ \ H13'�8„s es. ..e•s_�. , ,M ..6�- LOT 154 m eEe t, j p •(T ..... .. N-. A ..r •" • �. 8" B.S. \,,LOT 182 „sa \/ 50'. r. +. O_.• IWL "�� ea., LOT 126 � ' O \ � A: • ... —T;: Us LOT � � - LOT 155 y I r�IWI 24 LOT 127 � LOT 136 �.. r �' � � l l • _ - — Q LOT 135 LOT J r— r LOT,28 � IJ 2 — — -- H 0 5'SETBACK �� E _— r -- r `' IJ I PAR SWIM �' vH� �Q� - fill DIP CL52 2 1 6-2 BTL f'gPP 6 _ y I I I II WATERMAIN MH 15 ze fGO� F P Ir ; ^ I I I I II II III U. 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N ACTORTOB ND ° PARK M ° w \/ � W " D ". i . �. ...... _ .._. 6 DI W�L .'. ... � . �� .' •.'.'.. ."r � /SW r lY I f- I YI ° 25 A •' p0 y W W 1 ,. y w0.246 p m �I boa . IU `, r _ ��\� r TO FIT AS NE DED A. ACm - - - M - - F 6x6x6 TEE � '9�as � 25 $ L _ .;,a �� \ ✓ 5�` y' I J-1 V II ry y N s. 20 6x6x6 TEE m •e. a s e .:e s..e ` <o , '� r I V I I I 6� I II I II i m I II II I s V I II I I T „2 m I I I I I 4 SLOT 1,3 I 0 I ' v,an3e "nanaa name LOT 115 LOT 1 I I sv (Q I or 1 n I or 1, 6 1 I "3.3. I I R3a _ I.3_s. i I "3_ 3 3 co O / BE 3p " JI II°°°Ma;a '°ry �o Z 3 a3e ' : r" n °°°m°3 1 „3m I I . \ • : s SR.R o r / O D s$ Se /� 'CON F\T P` L- Dp 6" DIP CL52 /7 / a / - - q q u u q � I Iq u q I q q I q q ' q u 1 q AAEWOMMEDEWW 7W 620-07-E Pmw NA OPEN SPACE 2.18 ACRES 1 F - - \ e / y+ 1�4 LOT 6x6x6 TEE MH 22 �'� "•�$`�'• � < o, WATERMAIN oso MH 25 6' DIP CL52 I % <or / 0. PARK/SWM WATERMAIN ` 97 / .........._44AG---______ 24' o� MATCHLINE SEE SHEET 18 20,. PROPOSED RETAINING WALL 6" DIP CL52 i� WATERMAIN , o .. `=a a. s , ss �ij2 23 q U U O Z O (D Q m N y 1- w N m Op wNN far OU >o0 -i uwiuin w J Z-`00 � z � V 0 O5; zww o z w Ts C) Lz wJ0 p� UQd o w rn U co Qir DRAFTER: JMG DESIGNER: DF PRODUCTION ZQD a Z Q ¢ J �> a \ m Z / Cfl Z U w f o ) Q w Q N -1 Z Q Q m w m m ir i Q LL w Lf) � D Z S. 0 LU T g m (D H J d D) W i < d w z O a U U w 0 Z O W 0= m H Q O z DATE: 20 MARCH 23 SCALE: ---- JOB: 8438 SUB: SHEET: 1 ■ OF 19 O ca 0J E V O r) W L^.L LL Q Q d M M N M N O N Q N M z Q J M� co / N Q) V) CD L1 m CD co N Q0 O m 0 rn fV / c- m rev c O c,3 V Q Q Q) a Q) Ln a m 0J Q) m Cd m N N O r 2o' NEAR SElggCK �U REAR SETB.gCK (TYP.) UUI m m LOT 51 P'� I LOT 52 I IaEDwooD 1 w w LOT 53 LOT 54 LOT 55 ueEN _ B3 �3 REVEREELorss II I I k s�..--.� ._ ,,,n I nEDwopp E°T s7 •yE :SPA FF °•"[i 6 I I I I °T r P LLOT59 ' I II II p 5` s'Br I eUN _ II PROPOSED�idE RETAINING WALL V�II y � 20 REAR IX4 eE D WpOD . l �� SETBACK (NP_� I � REVERs�0i 6p I ,iie�.....+.:`� II aeow000 • � N L {{ RE...LOT62 niece { T63I aEDwooD�� I I� I� Rsv¢RSELO- T611 w OD 1 20 — J • I ' +fl I I I � a+4 E II REVERS Loi 6i- I I � S � � w.`. II REpµUDD {{ EH l '� REAR 1 E N.B' 5 T i S.:B �..' _ , I REveasE I esPEm REDw000 6j MH2 25 s "�. J WATERMAIN II II II Lore4 II LEI I sE 'S�.q_ ,., 1 I �seEN � _..°`,e,, o • LO > 1 • I I II I REVERSE r� l � � =z S 203 LOJ202 NI Lorzol � --. 5_ 7 .. ..e � � `. , .' �a — J � I h LOT200LOT199 II {,o I r_25' 9 ems.. �.. 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MH8 �s \� m NEW BELVF.DEW W MH E �\ 71F B2-2BVEDERE_ 7AfP 6243-16 \ NIF� L1C ZOIVIMVAaW G` AM MOLD^= MH 9 � 4966 Pr.3M 82.84 ACRES R4 /0P 17.24 ACRES \r89 ■ / MH 25 ■ ,,,„_,— " M,ATCHL,INE SEE SHEET 19 —_— y PROPOSED RETAINING WALL ■ go go op 00 sf .� OODPLq% .0000000 i=rE— '�S� _PE FLO DP \°�-1 R '00 APO go d ��► / 100 150 (1) A co / U U O Z p (D Q m N y D w N m `'•Ci Op wNN ll OU >o0 UQ uwi uin w ZC3 U>ma r� tr C) � � , co O5; zLuw O Z co or L z LU LUw90 p � (/) a- LU rnU U atr DRAFTER: JMG DESIGNER: DF PRODUCTION ZOD a Z Q CE J �> a m Z Z 0 Lu o i Q N � Z Q 2i Q mwmm Q }C)(� � W Lf) Q�0 Z J � LU < m(Dw J d � W i < d 0 Z O d U w 0 z O W o= m H 0 0 z DATE: 20 MARCH 23 SCALE: ---- JOB: 8438 SUB: SHEET: O ca E CD W r� V LL a Q Q d N N M N O N O N \ M / G) O 0 co m O N N 0 0 r'n N c- a O V Q a N L d N Ln d m / Q) L- a) m 00 cn Iq co N (IQ O I� 6" DIP CL52 ,e FG WATERMAIN 'L m: S " r2 O LU — PROPOSED cl) RETAINING WALL LU LU co LU LU 1 �C) N 10s pp t-� 0000� NE SEE SHEET 17 94 \/0 I or m �` I �$ \'/ / / / \•`\► / ASQF FAO w 6x6x6 TEE za MH 26 \ \ IT �� MH 24 \ I I rP o °M° -3 h: 1 6" DIP CL52 �� \ ' °? • /� atr• O/ WATERMAIN BELVEDERE B2-2B I -0 4k, PROPOSEDS "`bb, / \ �\ RETAINING WALL 2QIMIIfw R4 REM= F �O�� \ 2/ \ �/�\\ ^• \ � \ � � °Or ,�,b ,.a QI V \ ♦ \ s rb / MH 30 \� a/ I m asnsnan"'W \ v / / \ ` V AEW BELMMM 1 �� T rc ZOMW& AM 9a78 ACRES � CD CD y • \� / C-)o _ w C7 KEY PLAN o a i C) / i �/C9. y MH32 A40 ./ a �'/. J - I s Fco I�j e. i I \ r> V 50 \ 1w 100 150 200 4--i O c, z o� Q m 0 - N N m w N N 0= � �j Q N� O° W-' 0¢ uwiu n LL m w O J Z Z� �� co'0O L7 O tr > o�� zww , O wC7 z o000 Liz 0>rr wJ= cnQd tr d w 0) Q W z O d tr U U) w 0 co z O co w tr m LU Q 0 O z DRAFTER: JMG DESIGNER: IDF PRODUCTION ZOD a < ��_ z J M> m Z>�Z 0 Lu o U tr Q N - Z Q Q�( mwmm Q IrwL6� Q (r) 0 Z J 0 Lu m T a J W d D) j d < o DATE: 20 MARCH 23 SCALE: - JOB: 8438 SUB: (SHEETI 9 OF 19