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HomeMy WebLinkAboutSDP201900079 Plan - Submittal (First) Initial Site Plan 2019-12-26SITE DATADRAWING OWNER/bEVELOPER : NEW BEL VEDERE, INC 31E V=IDEIFIIETI I 00 * I 610 WEST RIO ROAD 0 CHAIRLOTTES{4LL& VA 22901 (SEE SHEET 0 FOR RECORD DRAWING REQUIREMENTS) ) o* :l: PLAN PREPARER.• ROUDABUSH, GALE, & ASSOCIATES THIS HAND MARKED SET OF DRAWINGS HAS BEEN REDLINED TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY 914 MOIV77CELLO ROAD CHARLOTTESVILLE, VA. 22902 SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS ANY ITEMS NOT REDLINED ON THIS PLAN SET OR SUBSEQUENT w � � < % I (434)-977-0205F" 0"> PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN' Z 0 TAX MAP PARCEL No: 062AJ-00-00-00100 AV IL Ar -1 PARCEL AREA: 96.02 ACRES (PENDING RECORDA77ON OF GREENWAY DEDICATION AND BLA PLAT) Tm A3 0 9 IMU'Raof loc LLT ch ZONING.- NEIGHBORHOOD MODEL DISTRICT NAME, TITLE DATE ZMA -2004- 0007 IA I VLAN � � � a W < CURRENT USE: VACANT%mlp FOR. (CONTRACTOR) _j0 co N PROPOSED USE: 27 SINGLE FAMILY DETACHED (BELVEDERE PHASE 3 PART 2, NOT INCLUDED WTH THIS PLAN) 25 SINGLE FAMILY ATTACHED (BELVEDERE PHASE 3 PART I - 7HIS PLAN) 17 SINGLE FAMIL Y A TTACHED (BEL WDERE PHASE 3 PART 2 - NOT INCLUDED WITH THIS PLAN) (D'OUNTY OF cr C4 'K CJ LO 69 TOTAL LOTS ® � BUILDING HEIGHT 35' MAXIMUM SHEET INDEX y ® � 4. i FRONT SETBACK- 8' MINIMUM (16' MAXIMUM) SETBACK.' 0' \\ i f / �% ; f �\ ," ll MEET 1 mmm®_mm__m COVER H EET REAR SETBACK.• 10' MINIMUM �-_--4�'o�'odrid I / oizSIDE � t� U cm Fley AREA SUMMARIES' TOTAL PROPERTY AREA = 96.02 ACRES (� ` _; -� y''�� - SHEET 2 ---------- 'SWING CONDITIONS & DEMOLITION LITI P TOTAL IMPERVIOUS BELVEDERE PHASE 3 PART 1 = 126,521 SF (2.90 AC) �\ ;� \� \ \' \ TOTAL PERVIOUS = 93,12 AC \ \ \ SHEET 3---------- LAYOUT PLAN Z � Or r- OPEN SPACE: CONSERVA77ON AND PRESERVATION AREAS \- r \ PARK M = C1.37 AC (THIS PLAN) \ \ J�v - � 1, r � \ � J ` �\r� „ ,�.. �. \ �SHEET 4 ®--------- SITE PLAN ; yf \\ \ z _ �. �\Via: f - LINEAR PARK J = 1.04 AC THIS PLAN \ 1 - %�CZ r PARK L (FUTURE PLAN) / � ��./ \, '�� \ ' � � � \ j�EET 5 ---------_ UTILITY P / l \ ; ray " �. GROSS RESIDEN77AL DENSITY 0.76 DUTAC -N �� / ` \\ /<\\ , \�/ \., �` ,'�SHEET ---------- UTILITY PLAN MAGISTERIAL D151RlCT RIO MAGISTERIAL DISTRICT �� c SHEET 7`---------- GRADING PLAN STORMWA7ER MANAGEMENT SEE VSbIP SUBMIT70 UNDER SEPARATE COVER I gg� phi PLAN ____®____ WATERSHED: SOUTH FORK RIVANNA (BELOW RESERVOIR) T� ,\ / A > \ i Zy'.. BOUNDARY SOURCE PLAT 'DIVISION OF DUNLORA' PREPARED BY W�l. MORRtS FOSTER, LAND SURVEYOR, DATED NOVEMBER i, 1985, \ _ �` y �°� -I�� __________ �� ��,]!J(� ����,� REVISED DECEMBER 20 1985, RECORDED A T DB 875 PG 331. �\ y v/ �� ✓\ ,:,, -�\ ��' I I I �$. � , !TYPICAL� TOPOGRAPHY AERIAL TOPOGRAPHY FLOWN IN 2016 BY BELL LAND SURVEYS LLC. TOPOGRAPHY S]lLL UNCHANGED BASED ON SIZE �- `;�� �\� \ �-� i �. ,\ a�"" � �::,. � � SHEET 10 mmm_mm--- SECTIONS' NOTES DETAILS �� \ VISIT AND DESIGN PROFESSIONALS OPINION. THE SURVEY IS S77LL ACCURATE TO THE EFFECT THAT NOTHING HAS CHANGED. I I i BENCHMARK. FIRE HYDRANT 455.10 AT CORNER OF FOWLER STREET AND FARROW DRIVE 3' DA AIM HORZ.• NA 0 86; VERT NAVD83 FLOODPLAIN.• THIS PROJECT IS PAR77ALLY LOCATED WITHIN ZONE Xo AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 51000JC 0279 D. EFFECTIVE DATE•FEBRUARY 4. 2005. �'"/- \\ \/ _ � l � �� \ %\ `�� � ''� � �<> �•�\ lam' SUBJ\ G E : 2 SPACES PER UNIT LUS C C - < �\ �ed PARKIN REQUIR D () P (1) SPA E PER EA N (4) UNITS 25 UNt ]S x 2 f (25/4) 57 SPACES REQUlRE71 .p �,./� \ � J, � bud �. � \ - �`� ,\\ \. \�` �----�__ creek PARKING PROVDED: (2) SPACES PER GARAGE PLUS (2) SPA CES PER DRI VEWA Y AS WELL AS INFORMAL ONS7REET PARKING THROUGH OUT f� ) \-'S�Yy� �r L � ! 9 �\ y PROJECT. 25 UN17S' x 4 = 100 SPACES PROVIDED ALONG WITH INFORMAL ONS7REET PARKING THROUGH OUT. \`\� �- �I--\r\} /� LANDSCAPING.- SEE LANDSCAPING PLAN SHEET 9 FOR MORE DETAILS I LIGHTING.ALL PROPOSED LIGH77NG WLL NOT EXCEED 3,000 LUMENS. EACH OUTDOOR LUMINARIES EQUIPPED WTH A LAMP THAT EMITS 3000 OR MORE INI77AL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISMICT5 AND FROM ADJACENT ROADS: ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS �� " �\. \s NO EW7DENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. - j \ j i \ NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL (� \ _ ! �� \ y \LEGEND `J - l ° �� ii - THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. q-� �'. ��-� �\ _ - \ ��" \'� \ � � � \��,, � � \ -� EXISTING INTERMEDIATE CONTOUR - �� - - - - EXISTING WATERLINE W/TEE a I I a { ' I ;' � 64fTHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESEERVOIR. 1 \� i /1 - - - ]H1S 5I1F IS NOT LOCA1E71 \/� �/ �! �`, �% \ EXISTING INDEX CONTOUR doo- PROPOSED WATERLINE W/TEE w w City Of \\ _`��\ =_�\ / \�„i f/� ` / PROPOSED CONTOUR 20 EXISTING FIRE HYDRANT \ Charlot- \� \ [ \ EXISTING EDGE OF PAVEMENT --- EP PROPOSED FIRE HYDRANT tesville�� %M\� \� PROPOSED EDGE OF PAVEMENT EXISTING WATER VALVE - - - -- fi------- EX. C&G /C-A-TE__C)CURB AND GUTTER PROPOSED WATER VALVE -�- w L T�QQ®rt J7122541 jEXISTING � r � / t � / � / CG-6 ��` \ 1 ) f % PROPOSED CURB AND GUTTER PROPOSED WATER METER \/ \ o. No. /� \. , CG-6 ROLL-TOP \ TRANSITION FROM CG-6 ROLL-TOP EXISTING REDUCER ----h-----f 8 $xiL ---- EX. 15" RCP PROPOSED REDUCER w � -w EXISTING STORM SEWER I I I I VICINITY MAP 15" RcP HANDICAP RAMP (CG-121' PROPOSED STORM SEWER DEHOTES LOCATION OF STD VDOT CG-12 ANDIOR JURISDICTIONAL SCALE: 111=1 EXISTING SANITARY SEWER --, S STAHDARDRAMPCONSTRUCTION GENERAL CONSTRUCTION NOTES PARKING INDICATOR 12 Q PLAN NOTES REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD PROPOSED SANITARY SEWER ► ®- INDICATES THE NUMBER OF TYPICAL PARKING SPACES OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN PROPERTY LINE BENCHMARK 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL ACCORDANCE WITH THE RESPECTIVE UTILfTY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING DR GQNCRETE&ASPI�ALT REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. - T Ir - PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE EASEMENT LINE 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY CONCRETE IS PLACED. THE ----------------- CRITICAL SLOPE 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR SLOPES TO BE SEEDED, MULCHED & TACKED PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM WITHOUT SUCH INSPECTION. CENTERLINE LLI Ir 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL CO OR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE LIMITS OF CLEARING AND/OR GRADING � � � � VEHICLES PER DAY COUNT 1,234 VPD NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELT AS COMPACTED BY MECHANICAL MEANS. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM EXISTING SPOT ELEVATION LOCAL, STATE, AND FEDERAL POLICIES. 12 3 � < � �. DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. PROPOSED SPOT ELEVATION PROPOSED STREET NAME SIGN +- 4. PAVED OR RIP RAP DITCH MAY REQUIRED WHEN, IN THE OPINION @F THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND +12.0 NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. L11 o Ill '� (, ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFlLL SHALL BE 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS 4. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 3O' INTERVALS ON NEW SIDEWALK, CURB, CURB & EXISTING TREE DRIP LINE EXISTING SIGN -� AND SHALL BE PROVIDED BY THE CONTRACTOR. PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS �- - PROPOSED SIGN < L '� 6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 EQUAL TO THE UTILITY'S STANDARDS. 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. EXISTING TREE 'P' OAK 12 CFR PART 1926). 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. c•� 1 SANITARY MANHOLE IDENTIFIER SERVICE INTERRUPTIONS SHALL. BE KEPT TO MINIMUM 6• EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN Z +tea A AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE yD j SERVICE'S OWNER OR AUTHORITY. SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS \ OAK 1 g ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. PROPOSED TREE �� STORM DRAIN STRUCTURE IDENTIFIER 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE 5 (� O Y RESPONSIBILITY OF CONTRACTOR. 7• DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. SITS CONDITIONS � I- M U EARTWiArG A DRAINAGF, 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR s• SEAT- (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. SHALL KEEP A "REDLINE° SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. 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 TRA FFIC 9 SIGMA GE THE FULL WIDTH AND DEPTH OF THE FILL. 1. ALL "NO PARKING" REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF PROJECT MANAGER. co Z cl Q THE 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. DRAINAGE SYSTEMS 2. CONTRACTOR SHALL. PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSUREAPPROVALS 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS 1. CONTRACTOR SHALL EXERCISE CARE, -I w < W ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS THE SAFETY OF TTS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY THE STREETS OWNER OR AUTHORITY. (DEPARTMENT OF COMMUNITY DEVELOPMENT DATE F_ 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT Al L DURING THE CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. PLANNING / ZONING PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A Q) (5TIMES Q 2 AND SPECIFICATIONS. MAINTAIN ADEQUATE DRAINAGE MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. ENGINEERING 7. IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT INSPECTIONS THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARCHITECTURAL REVIEW BARD UTIL117ES & DRAINAGE SYSTEMS 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. DATE: 12-24-2019 UTILITIES SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. DEPARTMENT �F FIRE RESCUE SCALE: 1 ";1 QOO' JOB: 8438 AND REPAIRED AT CONTRACTOR'S EXPENSE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALBEMARLE COUNTY SERVICE AUTHORITY 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE B. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A VA. DEPARTMENT OF TRANSPORTATION CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-TOOT} AND/OR THE RESPECTIVE UTILTY COMPANIES FOR GAS, WATER, SEWER, WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. POWER, PHOh1E AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LUCA1TaD, AND TO HAVE THEM SHEET: OF 10 U, BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 16.00' 453.50' 2'01'11* 8.00, 16.W N 58*06'30* W C2 1 14.71' 12.50' 67*26'39* . 8.34! . 13.88! . 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D HORIZONTAL CURVE #1 A = 54'38'57" T = 156.04 R = 302.00 L = 288.05 C = 277.25 CD = N78' 24' WE PI STA = 11+56.04 HORIZONTAL CURVE #3 A = 113'42'45" T = 240.44 R = 157.00 HORIZONTAL CURVE #2 A = 19'22'2e T = 34.14 R = 200.00 L = 67.63 C = 67.30 CD = S14' 05' 49"E PI STA = 10+34.14 HORIZONTAL CURVE 14 A = 36°38'57" T = 66.24 R = 200.00 L = 311.59 L = 127.93 / C = 262.91 C = 125.76 / CD = S48' 15' WE CD = N15' 43' 47"E " PI STA = 13+30.17 PI STA = 10+66.24 4� / ICJ NLW Ub®LLVLULR /NC; 040 VACANT ZONING: NhfD 2.18 ACRES t S PROP. RET. WALL BY OTHERS ROAD P {ONE—WAY} ROAD D EAST 47' PUBLIC ROW 30' FC TO FC 22' FC TO FC 6' PLANTING STRIP N �� 32Q3, 6' PLANTING STRIP 5' SIDEWALK �` 5' SIDEWALK a, `o' �m 8 = 10' REAR 6r°34 "r % ^� SETBACKB66 S ' 11 89 Lai CP lvr ti ,- ,a . ,, • ' • • � ,,h^?� (fit \ `�®' *`�,� I 00 BTL (TYP) 10 Q a 4 ` It 04, 04 � �( �� ,\ ° � \ c \ IV t , j,• a ° ,��,�- PARK \sue `� ®' 1 I I t" �� ' S1�� 16®17g 5F `h�� `e: a, \ •-s®�/'' rs it 10' REAR 110" �� / / \ \ R�'� C�.3j AC. `s�, `.` / SETBACK(TYP) �® + +.. .. t RightsBonnet Bolt on Hydrant 2 0Q ,r® u. -led" 0 ----(-----------^-------------------c------------- z -' PftOP. 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I / a Jam'' .ch.� "'P aar+'' = , E"* `'w, �' y, ''+e "° �$ /// 17 2 �� l /�l p ': •/ !~ '`/!1 '_1 fJA '~ "m... 6 Y + •" / / t -@/ 'rt 3`$ '! > \ �y ,,,,////��� 1Z SAAy s ZNE� EL VEDEREj xe OPEN SPACE ZONING. P 50115. C ACRES L70cs""a- it I�NEW BELVED RE, INC TMP 62A3-1 VACANT ZONING: NMD ■ 90.78 ACRES •f al I I � I � I i E z 0 i I w � j I I i � { t W z I z C l rl; i L ■ i cj)LL c < • - • _ i.` i 1 -C'I r.. t _ r- 0 i I f � I O d r� i I 4 3 E ' i LEGEND a 5�' RWS�PS�E�y� `� 0 PRESERVATION EASEMENT cmcm Q �- FL;It0 OOD�� STEEP SLOPES- COMPOSITE ~ OFZMA&GIS / / r Q� ..•lml�� I ♦ 1 ` 10 c �W 5® / • - / �/ // ca 41 -,*I cc Lu • . , � ;�,. — �� - . �• � ��� as /�! 1'a�6 ,�/- s�� s �0. � IK cli • . z , 0 / 8�E ` , ` r s • f f - p LLI P i \ L I Q' LU I ' - 'rfr' • frr//• �; � � ® I 10-F . • i-`__— —_ � /r -' 10® 6 yes �.� - 7 Jimmy L. Ta rt 12 Z� 9 ti ` M ATC,H EI N E SHEET 5 10-G CONTRACTOR'S RECORD DRAWING REQUIREMENTS: z CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITONS 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. w PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S < RECORD DRAWING. SPECIFICALLY,SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL DRAWINGS, BEAR THE 'REDLINE" Lu �R CERTIFICATION BELOW -HALL THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE ANDRUCTION MARKINGS LISTED BELOW WELL ASS co W • REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED W LL a @ ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT < 0 INFORMATION w co •CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK 'NO z -' HAS BEEN ADDED, LABEL THE SHEET ONLY CHANGES' 0 Lo • IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED W DOCUMENTS LLJ L • USE CLEAR LETTERINGZ `X" cl C/) • NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO SIDE AND REDLINE THE REPLACEMENT VALUE. I= TO THE Z P"NEASE 3LOCATION, ® PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER EnQ 2 F® LATERALS) `< ® PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS . CROSS OUT ANY PLAN REFERENCE TO OAPPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS • ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL DATE: 12-24-2019 BE RELINED. SCALE: V=30' JOB: 8438 30 0 30 60 90 • RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, BURIED DEBRIS, ETC. UNUSUAL TOPSOIL CONDITIONS, SCE: 1"=30' ® ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING amw• CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS SHEET: OF 10 . t _410- \ ` 1 ti i ; / - /; \ / / , f f , f' , -& LIMIT"R DISTURBANCE' LE"ENDi , / , /, / ��� ALL SPOT ELEVATIONS ARE Ipp 4 _ .�- / - pp �d _ - - - - _ \ \ . \.\, ., ' / ,FLOW LINES UNLESS 1 All PRESERVATION EASEMENT \ J / f / l l / - — — — — _ — _ — — % / / ' % / \ \ ` \ / / / / / / ' OTHERWISE NOTED <\ / i i PLOP. RET. , ' — WALL BY OTHERS '_ 1 fir`` � �. .... � / / / / / � � \ \ \, � • - � � / � � _ CG--12 DETAILS LOCATED STEEP SLOPES - COMPOSITE ON SHEET $ OF ZMA & GI S \ i // ypy� //� per: ���� '`• `\ _ ✓ / _ `--- .•,, _41 ikkb sli- l, \� \ \ \ \ \` ,� _ `!!!rz- }° { i44�— /®/ A V� t! �1 9 / I I� �- ' Vi® �� ,— '! �/y �/ / / \.- J�l FU Oil 1, 371 ME NA i(lmiT R' DI�TURBANCE \ PROP. RET. ~ ~� ' _ �X _ y'�' �� ® % l '% `�� ��� _ �` - - - _ - - IMtTTS-OR ®I ���N = / , 1 _ 8TU _ , WALL BY ,' , ��� \- �` .\ --~ .. ;�•:. • .g 4 ., � � •``;�! � /%/ d;•'� �q���..� �, / / ; /®� ' s j OTHERS a' - .r � 1 NEW BELVEDERE INC _ VACANT , _ 'e�p�� / � ' I / —' / $ i / ''� • // k fit, i t I ZONING: N - _ _ \ ' � 1 A g ',a ® a ,� }p�A 2.18 ACRE ! - o. 'u� � .' �y y y - i _ ~- �'` � • ' . � ' � ,°s� � � Me g �� .�\ - 46. L / / ` �i /� y �}• '. a A- � �.-- '� / a m,� Off% ',� / /---�-_a' "� �� Y �♦�x 0 Alpf e /`ice ` \ � \^•\ \\ a f' j% �'• 'a' ®® ~' owl- PAR� IYR' / � ' ® .� � 4� � �� ��/��% /NINE Ems �[ I� fir/' \ i "NEW/ \ \ \ \, X�O �V �p� I l\ ���/�/ i S^s`� \ \ \ i i +mil i / /.�'` s� R �\ a �G \A�` - \ \. °�. / 7 Ac . O 00 1 r \, \\ o _ — - ®o °v • e " -., i ® i r LI_I SA /tomuj / g 2 = _ _ DLO_ _ - s� • d 5s :,; LI -- - - - u IV BM FL .1 ` `` _ � -A\ '% \ �` /f \ \ 1 � / G -{�� / 14+00 — — _ —15+00 — a ~' 1 16 47— s. i Right Front Bonnet � '` ; ���,� � / ; �� � . � � 't E \ ` � / "\ \ \ / OA AS � 1 R s� , - Boltan rant \ __ � // __ _ #�� \ / - ' - - - _ ---- - - q. - - - , \. `, i r :. .r ,�, t .• \ _ - _.—_ m _. _ .. •.: e• • .0 -- - - d • a a , s •.d` ::%1'' '+' x -- s .� .. rg � R \ \ \ \ \ �C) :.' \ _ ®� _ / r — _ DETAIL 4 (cs INC TA 40. II 1 t�J If eta ® �+�t / / rLO i d r� r2— r C� �� / fV ��— t � r� — _tt1 ' _ 1 B e 9 11 1( �i d - _ ray r� r) ! \ +� a� N/� L� _�! �kn i i 10 (10 C �' S _--LIM TI S OR DISTURBANCE L co - ' L -� - \v 1 �� _ ; 11 1 4 I 46, ' % ,��� � �%�,. �`' ^•,.` �,,�, „� a.. --� 1 1 1 It j � t ! �' / _ _ _ _ _ -= \ f /. sp / •• ® � �� � _ `^ "' .,mow � "a .•,,,.. `w-. \ , \ \ / \,, _ \ \ / / / � / / / / $ / / �/l a f ' � � � / _� `- �-_ - '`` aa•, yr„ '� ;•... �•- � "°' 4"`��� "'-', ' �� �^r,. \ �' *, 4 \ `� V \ \ __ \ \ \ —_ — / .' / ' / PR QSE� S M ACILI46�TY�, \ , / �/ o•a • ! - L ' �' - _ _ ""'� m• '� r y7 " "``' " �„�: ' tea. \ �� 1 \� -\ - \ - _ -� r / i � �/ � ' -.� ,l / � � \ \ � .a �.� �\ / � �°:�• 'gym ,�, �, `'� ` 1 ` `� \ < < ' � 1 --- -_ / / ! / 71 _ a r V. I f y \ \ /J1 �:s / /' /' _ � . -f�, �, /, ) � , +% � �' �,`, r�r� : r;:-1 ��r � ���gF! r�� Tyr `— ���'°'',� �°' � ' �� �� ,,� , \ \` ` rl `` ! / // I = `� '/ / % ! 7 / l# �r r +i� r. .j Ora �' �M'�a`� / \ \\ \ \ \ \ \ \ \. rJ \ ` &® / — f, J Jrr 'r r r..K� y /7 /a•• ./ , ,,� \ \ \ '\ \ , \ \ \ \ \ \ \ - Ile , q •e' / � �X �2, ! V r ...� � ........_ _,a 1 a 1 l l � r�� �.. I r ' � 1 y ' � �<• � ,�'' v v� � v /� -_ _ _ r _ l v x \, \ bi l t /fjJ/ % / / /' /,`I� _ r - _�m 1 / / r,$�l >� / \;� ,40�1 �� �& \ �` \`\ NW EL�1EEE,- 1 a , • '`'F I r� : i / 1 ..,.®._ �1 "^•:.""*^ l �.Pi t ' / 1d .e' Xb3.q • 's* \ \ \ 00 rl ( - 1. t d ` "mow / / $ d F ? t } \ `< ', �` ° \.:4� i' ,� \ \ INC \ \ \ \ \ \ i (} — - 6 A • �` %1 1 w.. r.. ��•1' r' �,�`°.^ 'r `\ `\ �M� �� \, \ ' / , , .h All OPEN SPACE \ �, Ilk ZONING. 4 \ \ \ �� - 15.0 ACRES SC_A.E: 1"=30' OP®44 097 Jimmy L. Taggart Lic• No. 22841 ��@,� 12/20/2019 tip' r= LMe- 0 i • aLL;f - • _ ` (D a i - i, ' l � it • • rr ®ATE: 12-24-2019 SCALE: 1 "-30' JOB: 8439 - 0.1. 2' SHEET: OF a LEGEND PRESERVATION EASEMENT STEEP SLOPES - COMPOSITE OF ZMA & GIS AUTUMN BRILLIANCE SERVICEBERRY ALLEE LACEBARK ELM SCARLET OAK WILLOW OAK SKYLINE THORNLESS HONEYLOCUST BRANDYWINE RED MAPLE m STREET TREE CALCULATIONS — PROPO A P° 401 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET 8.0 STREET TREES REQUIRED 16 STREET TREES PROVIDED 8 STREET TREE CALCULATIONS — PROPOSED EMERGENCY ROAD t 4 ��6 ,'34 sf ���� ,� �rat 124 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 2.5 STREET TREES REQUIRED � '� �,��� 3�489 f %f� 5 STREET TREES PROVIDED �� ° r STREET TREE CALCULATIONS o PROPOSED UNNAMED ftop 128 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 2.6 STREET TREES REQUIRED Z6 / 5 STREET TREES PROVIDED q ,w'` $ , _P+ �, y Wyk r 4 -'' ' \ \ \ $' ' ,� yam? 6 �4 ' I dV -� FUTUME PH& v>t. v riT •' �� . t " PARK M `\�� `. `� '�� I Man mm 16 e� 5—AA R n 1 Y _ t a —_` a mGT --1 - I ®--- ----PROP. SAN SEWER EASEMENT ^-a�` --- �\ PROP. -BAN SEWER EASEMENT -j a � 3l� a A Xs I � .1 , r , CX �� `''''° ,irk, ✓d' � �, ;�'�" .�-` -® � � � I mGT �; � /� % 3''` .�� „_s_._.,-.-.....,•- - ---•W---- w.....- Gee -- I Vo-71 — m—.....m...m ® .t. • m m ® __"t, e. a A. ® `� .:' `- _ "® NEW DEL 1/EDE�'i E, rcw INC VACANT ZONING: NA4D 14— s _ j Ln in cn Ln t 90.78 ACRES r� �-- 9 I = rj `~ I e ! ry) (� ® i a i N IN rq 1ry) fr � �� �; rn' �� `� r4 `tee ® \_ _ ` a/ 7mG-�' PO e_�.;\ �'"� �{u''.»��-�."•'.:�. '"mom m® d® m,. mm m _ f J �a� `'�,® , m '"""`�_ic � "'pa:µ `*o" "�• "^n........ - ®® m® mm mm � f f REINFORCED RUBBEF HOSE, ARBOR TAPE, NYLON WEBBING 9 a GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED 4�~�`: , ��- ' ZC �, . PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY : :: `- rS" o . �� Q DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT.<' 0 2. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO k,=��,' ��'� 9 BIDDING. 3. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN 'RUNE DEAD OR DAMAGED PLANTED. A, 3RANCHES, DO NOT PRUNE 4. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST ;ENTRAL LEADER.••* PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF ' OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF., 2EINFORCED RUBBER HOSE, 5. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH ARBOR TAPE OR NYLON WEBBING, yI , � •• � � � EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE 2X2 HARDWOOD STAKE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE �• �'`�� PLACE TOP OF ROOT BALL SLIGHTLY DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ABOVE GRADE. ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA �•,.'.� ,�. � � �� °� '. � ��� �,� �,!/,�,�° `,� �� � � ' SHREDDED HARDWOOD DEPARTMENT OF TRANSPORTATION.e�� MULCH (MIN. 4" DEPTH) 6. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PLANTSCHEDULE (DO NOT MULCH AGAINST PRIOR TO COMMENCING ANY WORK, CONTACT MISS UTILITY„AT 1®600-552-7001. TRUNK OF TREE) 7. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL 10�YEAR TREE COVERAGE EARTH BERM AROUND BED PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, I<EY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE AREA (SF) TOTAL (SF) OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO Canopy Tree�� REMOVE STRINGS, WIRE, BURLAP CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S FROM TOP 1l3 OF BALL AR 10 Acer ruiarum "Brandywine" BRANDYWINE RED MAPLE 2.5" Cal. B&B 452 4520 • EXPENSE. 6. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE GT 16 Gleditsia triacanthos inermis "Skyline" SKYLINE THORNLESS HONEYLOCUST 2.5" Cal. B&B 481 7696 ON UNDISTURBED SOIL MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND QC 16 Quercus coccinea SCARLET OAK 2.5" Cal. B&B 419 6704 REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE QP 5 Quercus phellos WILLOW OAK 2.5" Cal. B&B 419 2095 APPROVED PLAN. UP 5 Ulmus parvifolia "Allee" ALLEE LACEBARK ELM 2.5" Cal. B&B 423 2115 9. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND 30 0 30 fi0 BE MAINTAINED AT MATURE HEIGHT THE TOPPING OF TREES IS PROHIBITED. SHRUBS Understory Tree NTING DETAIL AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL AA 5 Amelanchierx grandiflora "Autumn Brilliance" AUTUMN BRILLIANCE SERVICEBERRY 6-7' Ht. B&B 130 650 ' TOTAL 23,7B0 NO SCALE HEAT TH OF THE PLANT. GALE. 1 —3Dg „ ,•# �LTH of 7y�' Jimmy L. Taggart Lic. No. 22841 rv� ,v 12/20/2019 -, f.a S810NAL +ifs r ■Lu — I LL ■ 0 Ff • Ff SHEEP s 0 CG-B NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4UCO PSI IF PRECAST_ 3. COMBINATION CURB i GUTTER HAVING A RADIUS OF 300 FEET OR LESS QALONG FACE OF CURED SHALL BE PAID FOR AS RADIAL COMBINATION CURB 1, GUTTER. 4. FOR USE WITH STABILMD OPEN -GRADED DRAINAGE LAYER TM BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE 5L0 SUBBASE COURSES AM TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE: OF CG-6 IS BASED ON ROADWAY CLASSIFICATION 90 DESIGN SPEED AS SHOWN IN APPENDIX A u 2".R OF THE VDOT ROADDESIGNMANUAL. ® r r THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF B" 2' D° SUBBASE COURSES PROVIDED A MMMUM DEPTH OF 7" 15 ]MAINTAINED.THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REF INATION " CURB CUTTER 105 REV. 9/00 �2 VMII" DEPARTMENT OF TRANWORTATION Z01.03 5' 4" 3000 PSI CONCRETE ti vuu� c.sn STONEBASE TYPICAL N.T.S. Project: Date: Street ( or section): Testing Firm: Testing Date(s): Design ADT Average Daily Traffic, or VPD: Present Year: Design Year: Growth Rate (%}: Design ADT at Design Year: Percent Trucks: Design Traffic Volume: Design Pavement Index: Block 10 Part I 12-Dec-19 Road D East and Road P (assumed for design purpose) 564 2019 2020 0 564 0 MA 13 Surface Asphalt Concrete (SM-2A,B, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IN/1A or 1 B)(Superpave IM-19.13A) Base 1 Asphalt Concrete (BM-2 or BM-3)(Superpave BM-25.0) Full Depth Asphalt Concrete (131\/-2 or BM-3) over Surface Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow IL Soil Support Measured CBR Results: 5 2 3 5 Measured CBR Average: 5 Design CBR: 3.3 Resiliency Factor 1 Soil Support Value 3.3 Total Proposed Thickness Index: 16.0 OK Material Thickness, (h) Equivalency Value, (a) Min. Inches Max. Inches (a x h) 1.5 2.25 1.5 3 3.4 0 0.84 0.0 0 2.25 2 2 0.0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 2.25 3 9.0 1.60 6 0.0 1.00 6 6 0.0 1.67 6 6 0.0 1.50 6 6 0.0 0.84 6 6 0.0 0.60 6 6 0.0 1.00 6 6 0.0 1.17 6 6 0.0 1.00 6 6 0.0 0.60 4 8 3.6 1.33 4 8 0.0 0.50 4 8 0.0 0.40 4 8 0.0 1.00 6 8 0.0 0.92 6 8 0.0 1.17 6 8 0.0 1.00 6 8 0.0 Total Proposed Thickness Index: 16.0 / " '� ,ems. � ' \ \ f� \ � \ \ �\ \ ` �� `\ \ � �r� � % _���� V► R_ �- -� °\ � ` \ % � i / �' �. � / / � .\ \. \ \ � ' `\ � \ � `-- \\ \ � -'-� 't 1 V -'\ - f l J / / �-�� v _ . / / i / , to - / ` \ • \. a \ �,\ _ Y i / ! ; j / / / ,F � - f ;� \ ,\ (l f �! a�` ! / j \ �` \$/►� �� f1866'� `� �' 3�t}9St� up ug-m W40W j Sao 9 .�. • '� / MAW AM- o �y '04 If If I If ACRES " b s PARK N1-`" J 1� , �' - _ \ - _ - 0 (FUTURE PART 2 12+oo , _ - _ - Id ASSUME 27 SFD TkNCE s74'16'ta'E 424� t4+OD 15+00` SAD D EAST (55' RqW) r' / / D 3 91 7 SFA + If e.: a`' : •� d• > '-'j: ••> ':fir ''i -• ."T-T -•. \�1 `� � / 4�� \ � � _ \ • ~� 1 10 OD CO 0 POINT OF FINISHED 3.. p 114": 1' %1/4": 1' --� 3 1 "B" VDOT 21A STONE BASE 10, 10, TRAVEL LANE TRAVEL LANE TYPICAL SECTION GRAVEL L FIRE N.T.S. 3 1 THIS EMERGENCY ACCESS ROAD PROPOSES TO CONSTRUCT A 20'WIDE GRAVEL PATH THAT WILI I a' \ "s M n.1 Q 1 �_ NENY BELVEDERE ING _ TMP 1624 3 - t ! / VACANT a t ZONING: NMD 90.78ACRES pep, j P'/ �r> ,-' �V. W' _°' qy.,.:�C '7•w"'�-as.,,•• •`a„�•'�j.`. �1 ` t 1 5 \ \ (( / tj ..',`.." ��^-(� Q !- �,Q �_ v a '^,.. ( "-�'.�. " \ ,` ` ,\ 1 1 1 , 1, ., • I I ' \\ ���6 Yg� - \ \ i \ / ! -®� „,��+. �1 r� � 1 / if T �_-1 \��-�� •�'�`�'�_.•.,.: �� � �-•- i• '��:� � 1 \, , 1 1 � \ 1 �•\ � `. 1 � \, t4�`5�"� - � � , � \ \ ! �f / � / , I HT ISMANCES& ADT PLAN 60 o 60 120 180 SCALE: I "=60' 55' PUBLIC R-O-W POINT OF C'Tn1TOUCn 1, T_ n/N t TYPICAL SECTION ROAD D EAST (25 MPH DESIGN SPEED) 47' PUBLIC R-O-W I H/W POINT OF 1E R/W 4" 300O PSI FINISHED 4' 3000 PSI CONCRETE V®OT ST'D GRADE VDOT ST'D CONCRETE 1 VIA- .. CG-6 \1.5" SM-9.5 CG-6 3 VDOT 1' - - tea-- 1/4": 1'`•d� 1/4": 1' -� 1/4,.. 1. 3 1 4' Y®DT GIA 4' :a', Ai i`ax•z6sa•'r.,i �: r''ti:. rr_:.`- .�;_, _•. _ P ..y.:.... 3 `.: = == s' 4" VDOT 21A 1 STONE BASEE ASTONE BASE 6 ®ASS VDOT 21A 4" SE25 6" SUBBASE (21A) '6" VDOT 21A STONE BASE STONE BASE 1' 5' 6' 2' g, g, 1.2' 6' 5' L1' CONCRETE PLANTING TRAVEL LANE PARKING LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK 23.5' 23.5' TYPICAL SECTION ROAD " - ONE-WAY (25 MPH DESIGN SPEED) �:y'xH of Gf u97 Jimmy L. Taggart Lic. No. 22841 rv� Z;_PO�Aa-e12/20/2019�1�'�'$70NAL S0 i - - , r- LL �. - i < - +r' rL 01- j r < - i i • - -- F • SHEE-P 0 OF