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HomeMy WebLinkAboutSDP201200030 Plan - Submittal (First) Preliminary Site Plan 2012-05-21CEIVTRAL NOTE',S.- OWNER: TAX MAP 32, PARCEL 33 z CLIFFORD FOX z 0 2280 BARRACKSIDE FARM U CHARLOTTESVILLE, VA 22901 U TAX MAP 32, PARCEL 34 RUTH ESTES O 3216 PROFFIT ROAD ui CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING ui o 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 N 434.293.3719 DEVELOPER: RIVERBEND MANAGEMENT 01 321 EAST MAIN STREET, SUITE 500 CHARLOTTESVILLE, VA 22902 SURVEYOR: TOPOGRAPHY AND BOUNDARY OF THE SITE WERE PROVIDED BY TOM LINCOLN IN OCTOBER, 2010. TOPO IS FIELD SURVEYED TOPOGRAPHY SHOWN AT 2' INTERVALS. ZONING: PRD APPROVED BY BOARD OF SUPERVISORS APRIL 11, 2012 WITH PROFFERS. PREAPPLICATION CONFERENCE: APRIL 30, 2012 USE: 68 SINGLE FAMILY ATTACHED LOTS DENSITY: 5.3 UNITS PER ACRE OPEN SPACE: 25.1% OPEN SPACE PROVIDED SETBACKS: FRONT 10 FEET MINIMUM N SIDE ZERO LOT LINES WITH A MINIMUM BUILDING SEPARATION OF 10 FEET REAR 10 FEET MINIMUM FOR INTERIOR LOTS & 20 FEET MINIMUM FOR PERIMETER LOTS MIN. LOT FRONTAGE 40 FEET NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND LIKE ARCHITECTURAL FEATURES MAY PROJECT NO MORE THAN 4' INTO ANY REQUIRED YARD. BUILDING HEIGHT: 35 FEET MAXIMUM TOTAL ACREAGE: 12.75 AC. STREETS: CURB AND GUTTER, PUBLIC STREETS EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH ONE EXISTING HOUSE. PORTIONS OF THE SITE ARE WOODED. J PHOTOS OF EXISTING STRUCTURES WILL BE PROVIDED TO ALBEMARLE COUNTY PRIOR TO DEMOLITION. UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER PHASING: PROJECT WILL BE COMPLETED IN TWO PHASES. SEE SHEET 3 FOR PHASE LINES. FLOODPLAIN: NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP *51003C0145D STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA. TOPOGRAPHY: PROVIDED BY LINCOLN SURVEYING, OCTOBER 2010 & FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY 2012. DATUM: NAD 83 OPEN SPACE SUMMARY W 2 OPEN PHASE 1 ac PHASE 2 ac OPEN SPACE: 3.24 ACRES (25.4% OF TOTAL AREA) SPACE ACTIVE PASSIVE ACTIVE PASSIVE TO BE PROVIDED AS SHOWN ON THE PLAN A 0.04 W c B 0.16 PHASE A: 0.14 AC. ACTIVE C 0.05 1.54 AC. PASSIVE D o.05 1.68 AC. TOTAL E o.49 F 0.07 PHASE B: 0.25 AC. ACTIVE G 0.38 1.31 AC. PASSIVE H 0.14 1.56 AC. TOTAL I 0.13 1 L33 RIGHT -OF -WAY: 3.08 ACRES (24.1% OF TOTAL AREA) K 0.14 L 0.02 LOTS: 6.47 ACRES (50.8% OF TOTAL AREA) M o.03 N 0.21 CRITICAL SLOPES: 0.075 ACRES OF CRITICAL SLOPE IMPACTS PROPOSED j TOTAL 0.14 i 1.54 0.25 i L31 28.3% OF 0.265 ACRES TOTAL EXISTING CRITICAL SLOPES) PARKING: EACH LOT WILL HAVE A MINIMUM OF TWO OFF- STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON BOTH SIDES OF THE PUBLIC ROADS. A MINIMUM OF 1 PARKING SPACE WILL BE LOCATED WITHIN THE GARAGE AND 1 PARKING SPACE WILL BE AVAILABLE ON THE DRIVEWAY OF EACH LOT LIGHTING: NO STREET LIGHTING IS PROPOSED. SIGNAGE: NO SIGNAGE IS CURRENTLY PROPOSED. ANY SIGNAGE WILL BE INCLUDED WITH THE FINAL SITE PLAN OR UNDER SEPARATE APPLICATION. STORMWATER MANAGEMENT: THIS DEVELOPMENT SHALL PRIMARILY UTILIZE AN ONSITE STORMWATER MANAGEMENT BIO- FILTER FOR WATER QUALITY AND DETENTION FOR THE PROJECT. ADDITIONAL WATER QUALITY AND DETENTION MAY BE PROVIDED FROM THE EXISTING FOREST LAKE POND, DEPENDING ON THE AVAILABLE VOLUMES IN THE LAKE. CONSTRUCTION TRAFFIC: NO CONSTRUCTION TRAFFIC SHALL BE PERMITTED TO ACCESS THE SITE VIA MOUBRY LANE. CONSTRUCTION TRAFFIC SHALL ACCESS THE SITE VIA ACCESS EASEMENTS FROM PROFFIT ROAD. CEMETERY: THE OWNER & DEVELOPER SHALL MAINTAIN THE CEMETERY LOT DURING CONSTRUCTION UNTIL THE HOA TAKES OWNERSHIP OF THE MAINTENANCE. THE CEMETERY LOT SHALL BE FENCED OFF AND PROTECTED WITH A BLACK DECORATIVE FENCE. THE CEMETERY SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITY. A COMMEMORATIVE SIGN SHALL ALSO BE PLACED WITH THE CEMETERY LOT, SIGNIFYING THE HISTORICAL INFORMATION OF THE GRAVEYARD. WATERSHED: POWELL CREEK STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY REQUIREMENTS. TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT. BUILDING SITES: LOTS 1 -68 AND THE RESIDUE OF 03200 -00 -00 -03300 & 03200 -00 -00 -03400 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. IMPERVIOUS AREAS: ROADS: 1.84 AC. SIDEWALKS: 0.60 AC. LOTS: 3.43 AC. TOTAL: 5.87 AC. AFFORDABLE UNITS: PHASE I: LOTS 10, 11, 12 & 13 PHASE II: LOTS 19, 20, 23, 32, 33, 34 TOTAL: 10 AFFORDABLE UNITS NOTE: A CASH CONTRIBUTION MAY BE PROVIDED TO THE HOUSING AUTHORITY IN ACCORDANCE WITH THE APPROVED PROFFERS FOR THE PROJECT IN LIEU OF CONSTRUCTING THE AFFORDABLE UNITS AS NOTED ABOVE. IN ADDITION, THE LOCATION OF THE AFFORDABLE UNIT MAY CHANGE WITH THE FINAL SITE, AS LONG AS THE REQUIRED 10 UNITS ARE PROVIDED AS OUTLINED IN THE PROFFERS. ESTES PARK PRELIMINARY SITE PLAN Q MAY 21, 2012 RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA J 0 0 0 0 0 0 Q o 0 l Nov11njim U FOREST LAKES POND JI V• 1 SHEET LAYOUT SCALE: 1" = 250' 4 O O O SUBJE SITE 032, VICINITY MAP SCALE: 1" = 2000' LEGEND ROADS i EXISTING CULVERT .,,... EARTH DITCH CULVERT DRIVEWAY CULVERT 0 DROP INLET & STRUCTURE NO. BENCH MARK CURB CURB & GUTTER -- -- -- -- -- CLEARING LIMITS PROPOSED PAVEMENT VDOT STANDARD STOP SIGN EC -3A DITCH -------- - - - - -- - 200----- - - - - -- EXISTING CONTOUR 6» DEPTH OF EC -3A DITCH 20o PROPOSED CONTOUR EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION TUC DEN07ES TOP/BACK OF CURB g" DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX SHEET INDEX TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 SITE PLAN LAYOUT 3 UTILITY PLAN 4 GRADING PLAN 5 DETAILS 6 PROFFERS 7 PRELIMINARY LANDSCAPING PLAN 8 TOTAL SHEETS 8 SCRT R. COLLINSZ No. 35791 S`sIONAL E Ol C"" C-i C4 0 0 z z 0 r ti U U M Z0N0 O O JU ui 4 z ui o H N 01 W ce C"" C-i C4 0 0 L90 r ti M zN N z W N N wuj w W C!i J W L9 Ill z G 1 W 2 W Q W 0 V W c Q W a- l F- D W z U) W W Ill W Q 0 0 N ui 0 w CL EA JOB NO. 102041 SCALE AS NOTED SHEET NO. 1 BEMARK IS SURVEY CONTROL POINT P —2 NAIL WITH FLASHER 20' A ERLI / / / IATCHLI E - E HIS SH T _ 0EtEV. 525.5 D 1435 .4 \ ' / I \ DRAINAGPG. 28 I / OFF1T ROAD SC TT R. COLLINSZ49EASEMENTFOR / / \ I uTE 6 O SS AND UTILITIES' O U No. 35791 ,2i EX 1 1EXITING6" PVC \ I 1 - -- --- `'a„ fj0 L L 'w SANITARY R /ASPHALT RrvE EE l tT' SS,IONAL V, a - - C_ -'i WATERLI \ 0 FF D.B. M1435, PG. 49P,496 6 E SANTA EWE w r a' 15'ACC EMENT A \ D . 145, P 98 I - ' W. a - 3 S TO SERVE TM + i D.B. 2303, PG. 632 ++ 1 \ J ++ `- LOT LINES PER PLAT / 3 / — ORES RIDGE SUBDIVISION { R UDAB SH, GALE ASSOC., 1 C. AP V D CRITI OPE 1 ACT (TMP.) \m 1 i z -1 1 ' rYYry^ F- z LLJ 873 T9 E / z 0 V l I try ( J \ \ m 1 \, I / 8 \ \ \ \ \ \ I }U V A U E z W A Q 50 / ° w IS VEPCO ESMT I I \ o f \ . J _ _ N LZ D.B. 1822, PG. 211 I I I m \ 1 / \ \ \ \ O W EXI TING C1 \ \ \ / \ V1 N I I ( OVERHEAD EMEf ' I / \\ \ \ W10' DRAINAGE A /OR ' _ UTILI E ENT _ ceD.B 1504, . 48 / OO RIDDGE SUBDIVISIONING6PV ; 1 cay..w,.,u.r I m \ \ m 1 `~- - / / \ \ ANITA / ! / ? I I \ \ \ ^ ABU 1 E \ / BRUT J HNS / 00 UI FOkD H Jj 9NE i _ TM 0- 00 -00- 00 _ o _ T/MP: 03 00 -0 -0 -03300 R SIbENTI \ \ S : VA A T \ \\ \ r \_— / i - - "\ C \ - m - - - ---'. 3 1 G. 499 % \ m z31FG. 49 EXISTING REEK ( N C14 Ln t0xi \ I° o ° o ) I I \\ / C) Co 1 / LuZ \ PR D CF ITIi VV SIS PE IM ACT (TY .) \ m \\ \ ,/~ \ \\ \ \ \ \ i ( VEPCO ESMT 1 \ \ / EXISTING C RE 1075, PG- 207 \ `\ / ` \ L9 Cle) I SANITA STINf D 1 EXISTING TR LIMITSAR p / / / \ IS ING CRITIr-• - \ \ SLC P S TO REMAI 1 -___ / / o O 1 I \ \ / / \ \ \ LO IN ES PE PLAT RI / 1995 NISION 1O ! / / / \ o \ ' 6 \ / \ ROUD BUS E 8 ASSOC EXIST \• \ \ \ i TO E MO 1 \ \ \ __ N M \ \ \ \ K I Q ujW > F- TCHLI EE THI S EET _J OX - EXISTING 2S RY SIDENC \ \ \ O \ \ / TO BE REM ED EXISTING CREEK TAX MAP NUMBER/LOT ADJOINING OWNER INFORMATION DEED BOOK/PAGE ZONING /USE ;IDENTIFICATION' I I mr° \ \ j \ 04684-01 -00 -0OOAl ARBOR LAKE TOWNHOUSES ASSOCIATION INC __._.__ ..._____- .___._.._--- _ -._-_ - _._ _ R-4 RESIDENTIAL A WD.B. 1138 PG 448 04664- 00 -00 -0OOAO FOREST LAKES COMMUNITY ASSOCIATION INC D B 1304 PG. 346 .__ - R 4 RESIDENTIAL FB ; ISTIN DILAPIDATED \ \ \ \ \ \ PO _ c F, E OUSE OBE I ` -- / 100' W STREAM 03200 -00 -00 -03700 :VIRGINIA ELECTRIC Bi POWER CO R 1 R-15 VEPCO C OH- RRAAMM \ \ m \ \ 1 \ BUFFER -- _ OEMOV -- 046B4 -02 -0A -00100 DESIMINI, THOMAS Wj _..... .._ -.. .__ _ _ _._.__. _ .___.858 PG. 392 R$,R- 15RESIDENTIAL !' D. D8.2 ~ U 04684 -02 -0A -00200 SHIFFLETT, DAVID W JR OR AMY B i D B. 2645 PG. 247 R43 R -15 RESIDENTIAL E J E:XISTI-- wCRIT CAL \ 3 ^ / r \ / \ \ \ SILOPES TO REMAIN 04684 -02 -0A -00300 CRADDOCK, MARY JEAN D.B. 3285 PG. 285 R -0, R-15 RESIDENTIAL '_ .- __ ._F ge P' \ 04684 -02 -0A -00400 SHATTUCK, ELIZABETH NELMS TRUST; L PEYTON HUMPHREY SUCCESSOR ETAL _ _ __ I / $ -.. _ D B. 1932 PG. 21.7 R-6 R -15 RESIDENTIAL G z C i EING HANTZMON WIEBEL &COMPANYE \\\ CEM TERY 046134 -02 -0A -00500 SHATTUCK, ELIZABETH NELMS TRUST; L PEYTON HUMPHREY SUCCESSOR TRS ETAL D B. 1932 PG. 217 R$ R -15 RESIDENTIAL H C/O HANTZMON WIESEL & COMPANY 1 V_/ m r\,^ \ EXISTI WETLAND 04684 -02 -OA -00600 SHATTUCK, ELIZABETH NELMS TRUST, L PEYTON HUMPHREY SUCCESSOR T_ RS ETAL _ .. D.B. 1932 PG. 217 R 6, R-15 RESIDENTIAL I Y \/ AREA (NO US ARMY - - /\ C/O- HANTZMON WIEBEL & COMPANY - .. _ 0 mr \ \ \ \CORPS OF NGINEERS _.... _ . __. -- - - - - -- _ _ ^ L_ - --- W WSTINGC \ CONFI MED) 046B4 -02 -OA -00800 SORENSON, JARED OR JENNIFER D.B. 3762 PG. 268 R-6, R 15 RESIDENTIAL J14"0' \ SLOPES TORE N \ / _.__ __ . _ _.- __ ..._-__ -__ ___ ____ ..___ _. _._. i__- _ D.B. 2979 PG. 664 R8, R- 15RESIDENTIAL N 73'16 36 W 3.06 W \ . ) / 04684 -02 -0A -00900 SAVANI, AARTI AMAN OR AMAN ANI K EXISTING 8" PVC ( \ / O9 W ^ 16 .18' 04684 -02 -0A -01000 SUNSHINE INVESTMENTS INC D B 1923 PG 106 R-8 R 15 RESIDENTIAL L W ul SANITARY TORMI RAIN ESMT p m N %1 •J9 16 N/ 04684 -02- 0o -0OOAl WORTH CROSSING OWNERS ASSOCIATION INC D.B. 2819 PG. 303 R -15 RESIDENTIAL M Co WORTH O.B. 1575 C 53 \ _ / _. I- - -- - _ CROSSING LLC _ - - - --- .._..__ __.._. --_-- _.__ - - -- _ ___ -.--- --.______ ___ f_._ _ _. - _ --- -- _ _ _ ___ _ . _ _ _ -- I \ / 04684 -02 -08 -00100 . KOZEL, NATALIE K OR SHAUN P GAINER D.B. 3452 PG. 048 -R- R -15 RESIDENTIAL N W W r \ / 04684 -02 -013-00200 CHR PROPERTIES *1 LLCB \ < _ _ _.. _ _ . .. _ .. D B 3330 PG. 450 RS R 15 RESIDENTIAL ' O W 046134 -02 -08-00300 OUR ROTH LLC _L i ._- I EXISTIN 20' SANITARY / __ _.. __ - -. __ -_ _ _.___ _ .. -____ _- -- __.- -- . _.. _ ____- - _ __ _ ..D B. 3052 PG. 320 R -6, R -15 RESIDENIA P IJ c SEWER E 04684 -02 -08-00400 MOIZ, FAISAL OR NIMRA SIDDIQUI D B 3257 PG 290 R R 15 RESIDENTIAL ! Q D.B. 1098, . 303, 304 _ 04664 -02 -08 -00500 GOLDBERG, GLENN 5 & LESLIE P BRYAN D.B. 1873 PG. 032 R-8, R-15 RESIDENTIAL R v, 04684 -02 -OB -00600 MEIMERSPORf, RALF D.B. 1904 PG 576 R 8, R-15 RESIDENTIAL $ t"- 04684 -02 -0B -00700 AVIDOR, ELYAHU OR ELTSSA ROSENBERG D B 1883 PG.. 727 -6, R 15 RESIDENTIAL T mi W04684 -02 -OB -00800 AVIDOR, ELYAHU OR ELISSA ROSENBERG D B. 1883 PG. 730 R-8, R 15 RESIDENTIAL V r 04684 -02 -06-00900 KAMINER, HELENE M- D.B. 3209 PG 323 R-8, R 15 RESIDENTIAL V 04684 -02 -08 -01000 YOUSUF, ASLAM OR PHRAIWAN P D.B. 3570 PG. 715 R-8, R-1 5 RESIDENTIAL W 04684 -02 -OC -00100 HEPPNER, MICHELLE OR LEE E WILLIAMS D B 3507 PG 657 R$, R-15 RESIDENTIAL is n R 8, R 15 RESIDENTIAL Y Vc04684 -02 -OC -00200 GAO, XIU LAN ! D B. 3872 PG. 630 _. d 04684 -02 -OC -00300 FRASER, ANDREW L OR BETH K D B 2820 PG 640 R8, R 15 RESIDENTIAL ZGRAPHICSCE _ _ __. _. 046B4 -02 -OD -00100 so o so ioo zoo NOTES: _ _ TANG, XIAOFENG OR _PEIZHEN W ENG ! D B 3856 PG 394 R$, R-15 RESIDENTIAL AA I \ 04684 -02 -0D -00200 DAWKINS, KATIA D B 3372 PG 200 R•8, R 15 RESIDENTIAL BB N W 1. TOPOGRAPHY AND OUNDA Y SURV Y PR TIDED BY LINCO N \ 04684 -02 -0D -00300 HAMRICK, LARKIN D.B. 3886 PG. 099 RB, R -15 RESIDENTIAL CC o L 046B4-00-00-00500 _. _ _ I _ _ SURVEYING OCTOB 2010. PETCHEL, ROBERT G OR KATHLEEN 0 D.B. 1685 PG. 014 R 1, R-0 RESIDENTIAL DD a rn , IN FEET) - _._ _ _.. _ I 1 inch 50 2. NO FLOODPLAIN EXIST ON THE SUBJEC4ROPE TY, PER FEMA 046134- 00 -00 -005A0 RUNKLE PROPERTIES LLC D.B. 4103 PG. 082 :R -1, R•6 RESIDENTIAL EE .ROB NO. 51003C0145D \ 03200- 00 -00 -029DO MAPLE GROVE CHRISTIAN CHURCH; BILL MACK, D.B. 1406 PG. 729 R -1, R-8 RESIDENTIAL FF 1020413. NO WPO BUFFERS EXIS WITHIN T E LIMI OFT IS SITE. _ ___... _ _ _._ _._ . ___.__ _.. _ _ .__.___- __ -. -.._ _._ __ ____._- _._ .__ .. _ _..__ -. ROBERT FOSTER & RANDOLPH LEAKE TRS _ .. _ __ _ . . 4. 0.265 AC. CRITICAL SLOP SHOW ON PR PER - __._.._ _ __ __ -. _.__ ___ ___.. __ ___ 0.100 AC. CRITICAL SLOPE TO BF IMPAC D WITH DEVELO MENT I EXISTING FOREST 04684 -03 -00 -014AO DEANDRADE CASSIO VALINTIM D.B. 3391 PG. 640 ;R 10 RESIDENTIAL GG SCALE V / _ - _ _ 1 =50LAKESPOND04684 -03 -00 -013A0 MALLOW, GUY R OR MIRIAM E D B 3626 PG 064 , R -10 RESIDENTIAL HH , 04684 -03 -00 -0OOEO _ _ BUILDERS OF ALBEMARLE INC DEED OF GIFT ';R-10 RESIDENTIAL 04684 -03 -00 -01280 MULLIGAN, CHRISTINE A D B 1721 PG 308 R 10 RESIDENTIAL JJ SHEET NO. 04684 -03 -00 -0OOAO CRAIG BUILDERS OF ALBEMARLE INC D.B. 1444 PG. 384 i R-10 RESIDENTIAL KK 7L F I I TIE INTO T N TIE INTO / 1WITHIN BEN -Y MARK IS SURVEY CONTROL / CONNE &TO DRIVEWAY EEMENT '- EXIS E EMENT / POINT -GP- -2 NAIL WITH FLASHER / EXISTING ROAD WIT CG-1 L-qV. 525.53 LIMITS0 ISTING II / TIE INTO EXISTING EXISTING ACCESS EiAENT - DRIVEWAY ENTRANCE ITHIN PRIVAT ROAD a ` _ _ / F CISTING ACCF EAS MENT TOB" PROVED _ = - _ _ - / , PRIVAT R\ , ITH CG -11 24 _ \ PUBLIC RO SH - BE DEDICATED PUBLIC USE WITH 1 - •s FIRST SUBDIVtS PLAT NOTE: 10' PROPOSED VE SHALL BE ESTABL q -i \ BETWEEN THE PFi PROPERTIES. EXIT LOCATION USED AS PART OF PROPOSE RIVEWAY / -FENCE CAUL D Ali ES O ARCEL I / I , ,,. ,- - -- -- -.. BUFFER. 0 )7NtP Ej LOCATION O / , ,moo s` 44• _ 172 t ACCESS TO / 1 1 = zs P EN SPAC N: 0.21 ACS. _ \ \ \' 1OPEN S ACE RASE I2 / \ ' P IV REOIEATIOfi1 OPEN ACE 13 r \ :: ; : > ' \ I ( :G ,,iPl h :: + X . - - - NOTES: 1. ALL STREETS SHOWN ON THIS APPLICATION PLAN SHALL BE PUBLIC STREETS. j \ - 2. THE EXISTING VEPCO OVERHEAD POWER LINE SHALL BE j 1 / RELOCATED UNDERGROUND OR OVERHEAD THROUGH THE PROPERTY ALONG THE PROPOSED ROADWAYS. 3. ALL EXISTING DRIVEWAYS WILL TIE INTO NEW ROAD DESIGN. 4. THE OWNER AND DEVELOPER SHALL MAINTAIN THE CEMETERY LOT DURING CONSTRUCTION UNTIL THE HOA TAKES OWNERSHIP OF THE MAINTENANCE. THE CEMETERY LOT SHALL BE FENCED OFF AND PROTECTED WITH A BLACK DECORATIVE FENCE. THIS CEMETERY SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION ACTIVITY. THE PROPOSED POCKET PARK SHALL HAVE TOT LOT AMENITIES 1 LOCATED IN THE AREA GRAPHICALLY DEPICTED ON THE APPLICATION PLAN. THE PASSIVE RECREATION AREAS SHALL HAVE BENCHES AND PICNIC TABLES THROUGHOUT THE OPEN SPACE AREA. TRAILS AND OTHER RECREATIONAL AMENITIES THIS FINAL AMENITIES WITHIN THE POCKET PARK AND PASSIVE RECREATION AREA SHALL BE DETERMINED ON THE FINAL SITE PLAN. IVE/IANDSCAP BUFFER TO REMAIN OR / / / 6. ALL LOTS ALONG THE PERIMETER OF THE PROJECT BOUNDARY IN THE OPEN SP CE AND REAR YARD ADJACENT TO ZONED RESIDENTIAL LAND SHALL HAVE A 20' REAR D LOTS AND THE STING ADJACENT I - SETBACK, AND ALL INTERIOR LOTS TO THE DEVELOPMENT SHALL VEGETATION MAY REM`kN.AND CAN BE / " - _ / HAVE A 10' REAR SETBACK. FEGETATIVE BUFFER. A 64 PRIVACY ( 7. A RIGHT TURN LANE AND TAPER SHALL BE CONSTRUCTED ALONGINSTALLEDINLIEUOFTHEVEGETATA(E J WORTH CROSSING AT THE INTERSECTION OF WORTH CROSSING 1 AND PUBLIC ROAD D. r - 7 _ 8. LOCATION OF AFFORDABLE UNITS ARE DESIGNATED AS: L ATION OF ACCESS \ TO a N SPACE / ` 1 9. CG -12 CURB RAMPS WILL BE DESIGNED AND CONSTRUCTED IN OPEN Sk, L: .02 AC. / / COMPLIANCE WITH VDOT STANDARDS. PHASE TION hil ( I \ \. \ X 1 x' x \ ybs 'al \ t I II / 1 Uf 0 / - I / 1 ' MI IDEYARD I \ j\ ! I AI' • ( I O / ` \ , \ .`` ..: /' " I ,_ _ _J T I PRO ED EMERG CY ACCESS R AD CY E AND I CK (iYP) I - J _ \ ; ,;.: g PFO .. \ x \ q L N ACCESS TO T ISTI MbU E / x 1 ' I / \ \ J -I sI (NP) ri iASSHOWN. E CE Q / — a +,: - \ ' 'X :. \ - / i DRAINA P ERNS WITHIN HE CUL C ALONG TH B LINE. / 7 ' 4 G rr(.RRRpT1a1 V `. I 50 p CUL -DE -SAC TO REMAINI _ i POSE INGLEI ' F ILY H E I , 24' J 27 7 PEN SPA J: 1.33 AC. i / / I HASE I C \ \ \ / / - - F ASSIV REC EAT ION I ; \ \ \ -`, 1 ' 1 x G•t. <` /, ' y ' g 00 P \ r\ \ / / / J(/ II t I i ,\ Y /\ 6 —\ / F \7s \ 1 / 1' \ / •.,p \ / , \ \\ ,'OP;,. /' `\ .\ • P' \ - \ \ \ \ _ = EXISTING / / / / _ ----zII \ I O _ _ PASSIVE cR R HT- OF -A/A I I\ \ \ N(QTE: \ P IVE R REA1•ION TO INC16 F I + / • _ I - I I \ \TRAILS PIC ICTA LES, W ED AREAS. \` ` _ , \. •1 - 3 '` \ P / \ 11R r. 25 ' /J / , / - - _ ANC OPEN pp,1 FAS FOR ECR TION. J \ • \ /- / / / -- a y 9 \ \ LbCA l0 OF b 1 I ``, 1 ( \,\ 1 \ ;x <,/ 24 \ . \\ ' \ \ -- s -''- - ` \ A\CCXV \ o IEXI INCA WETLAND AN NO ( I / OP N S PA(:E \ 1 EMAI \ r'" : i .. \ \ /\ / EMERGENCY ACCESS ROAD, A EDE SYRIAN OJJ 90 •, \ \\ \ \ / BlkE COJdNECTION. OVABLE BOLLARD WIT EME G NCY FIREARTMENT DOCK SHALL E' NO I \ INSTALLED AT 20' PAVED ACCE ROAD. K ROPOS DSCAPE BUFFER TO RE AINI OR H/ LL BE ES !LISHED ALONG YARD F TH fROPOSED STING VEGETATIO L M/ p( y ' / \ _ \ \ \ ` y \ \ \ // \ \\ /' 23 / \ 1 OPEN PACE 0.49VGMAINNDCANBESEDASPARTOFTHE ( I - \ /\ / mTIVUFFER. A 6' 'PRIVACY FENCE COULD 1 .. Ste- X • : I '' \^ / \\ \ \ ' X • ;• • '• I r \ PHASE - -` E\ 1 S0 BrE IN ALLED IN LIE VEGETATIVE - - - - - 10` CK C 6 \ 58 U \ 56 I PASSIVE RECREATION L \ b SID tr \ / \ e \ I TIONOFACCES 0 OPEN SPACE,,, / / 1 1 x \ Ii I \ r Psi O 1 \ JIitn.. iII 21 r: G t3 P TIf. II8IIIxIIf / If / I / IrP \ is II \ i 1 1 IIQ` J - N x 81XX 1 l y I12i1 IrO 14' A R B RI / CT I , rIIqII , I \ o - t - 1I , O 1 - 1 14 8 I ( w 1 / \ \ \ \ :.:, .:::_ GRAPH I EM ERY / / / l I I \ L O Q ° iI I I 1szssoo° OPEN SPACE K: 0.14 AC. \ PHASE 1 , % \ PASSIVE RECREATION J \ s 1 - 0 L BA KZTYr \ \ \ \ \ \ OREN $I?AZ:E: 0`14 A(C. LO cA \ \ / / / ( I FEET ) I l E 1 PA'S"" O TII OF ACCESS CK METAL 10' ACCESS EMENT pCR TION \ T\ OPEN PACE J / J i CEhtETEF3Y ENCE \ AND SSTONII ATH TO - / / \ / / / j / / 1 i n d 1 = 50 f t. EXISTING-CEMtTERY NZPACE A. 0.04 AC. / i' / \ \ 1 AOPERTY LIMEPHASE1 1 ACTIVE RECREATION POSSIBLE CONNECJION ITOTHEEXISTIRAIL _ - ---c jSYSTEMW17HINTHE '' \ \ NOTE : Tl ERE_WILL BE A TE M - . I > ) , FOREST LW ESORABASI' CONSTRUCTED O LOTS COMMUNITY 17_20 DURING THE t-&"kD- IGRADINGPHASESOFCONSTRUCMN. BATHIS SIN SHALL PLACE UNTIL PHASE I IS STABILIZ D AND / ( / \ I \ OPEN SPA - .07 AC. THE PERMANENT BA N PHASE 11 IS CONSTRUCTED. THE BASIN I ACTIVE RE \ ' I S,IV'1 I SHALL BE SIZE HANDLE THE ES-TES PARK DEVELOPMENT ANb ` ( STORMW,TERMXNAGEMENT REQUIREMENTS- OF HASE L 1 A\ SCOT R. COLLINSZ No. 35791 o l, I All// iO SSjONAL Eol 6 W ce N N i .-i 4 Ln Ln 0 0 M z(N M M H z M Z O w V r Zoo N z z00 0) c O z O U ce CL a m cl z z a o V l cc Ln W ce N N i .-i 4 Ln Ln 0 0 M z(N M MM N z z00 0) cc N C CL aaV WWW aa c W VV) t Lc c CacC L9 c II LLc L a c 0 p p--4 / 1 3 w WW WW z a 2 u CP-4 L a a Y QQ > Wz cc W zzz W ll _ LLL r JOB NO. 102041PROPOEDFIREHYDE -- / - / _ c RA SCALE SCALE SOME UTILITIES MAY BE PLACED WITH_ IN ao o zo 40 ao r_ I PUBLIC AND PRIVATE RIGHT- O WF Y. ACCESS WILL 41 0 r BE PROVIDED FOR ANY ES WITHIN THE Pal SLIC" SHEET NO. c OR PRIVATE RIGHT- OFIWfAY \ — IN FEET ) %' i r \ - -- v f, inch = ft. / / / i 1\ ` I 4 rs- BEN MARK IS SURVEY CONTROL POINT GAS -2 NAIL WITH FLASHER Et V. 525.53 I NO ES: rCfE'N J 1. ALL STORM SEWER D NAGE EASEMENTS FROM PUBLIC ROADS SHALL BE UBLIC EASEMENTS. F 2. YARD DRAINS CONTAI D WITHIN PRIVATE DRAINAGE EASEMENTS SHALL B PROVIDED ACROS THE _ I REAR OF ALL LOTS WH SURFACE DRAINAGE CROSSES THREE (3) OR M RE PRIVATE LOT I / A L\ COLLINS 5791 ,2 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOI). 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 MA TERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CON 7ROL 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 J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN 774E 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 WIN THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, 8. UNLESS OTHERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ht. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUC770N MUST BE TESTED AND DOCUMENTED ACCORDING TO VD07STANDARDS AND SPECIFICA TONS. 2 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. J. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM 7HE EDGE OF PAVEMENT TO 774E FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL N07ES PAGE 2 OF 4 6. COMPLIANCE W/774 THE MINIMUM PAVEMENT WIDTH, SHOULDER IMi AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM W177-1 7HE VIRGINIA MANUAL FOR UNIFORM 7RAFF/C CONTROL DEVICES AND 7HE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. 7RAFFIC CONTROL OR 077-IER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY 7HE DEVELOPER WHEN, IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. 774E SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW 7HE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER 774E SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. 7HE VIDEO INSPEC77ON SHALL BE CONDUCIFD IN ACCORDANCE WITI•l VDOT°S VIDEO CAMERA INSPEC77ON PROCEDURE. ROAD NOTES GRADING 1. 774E LA TEST EDI77ON OF 774E ROAD & BRIDGE SPECIFICA TONS, THE ROAD & BRIDGE STANDARDS OF 774E VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WD774 AND REPLACED WHERE NECESSARY WIN SUITABLE MATERIAL TO 77-IE SA 77SFAC77ON OF 774E ENGINEER. J. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E EN77RE EASEMENT. 07HER 7REES AND VEGETA7ION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD 1N7ERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONS7RUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR U0-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDI77ONS INDICA 7E. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENG7H AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICA77ONS UNLESS 07HERWSE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA 77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WA TER COURSE. PA VEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORREC RON. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MA 7ERIALS MUST BE SUBMITTED SHOWING THE MA 7ERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, fl, OR NI PRIOR TO PLACING AGGREGA 7E BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT 774E SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. 77-IE USE OF AN AGGREGA 7EE SPREADER IS REQUIRED WHEN PLACING AGGREGA 7E BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEP774, TEMPLATE, AND COMPACTION BEFORE SURFACE 7REA 774ENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC -250 ® 0.3 GAL. /SQ. YD.). BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCH TEED WITHIN THE STREETS RIGHT OF WAY. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING 7HE PROPER SERVICE AU77-IORI TY OFFICIALS AT THE START OF THE WORK. 2. 774E LOCATION OF EXIS77NG U77LI77ES ACROSS THE LINE OF 774E PROPOSED WORK ARE NOT NECESSARI Y SHOWN ON 774E PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. 774E CONTRACTOR SHALL ON HIS OWN INI TIA 77VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC77ON SHALL COMPLY WITH 774E CURRENT EDITION OF THE GENERAL WAILER AND SEWER CONS7RUC77ON SPECIFICA77ONS AS ADOPTED BY 774E ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVA 77ONS SHOWN IN NA 77ONAL GEODETIC SURVEY. 5. 174E CONTRACTOR SHALL BE RESPONSIBLE FOR NO77FYING "MISS UTILITY" (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM 774E TOP OF PIPE, OVER 774E CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA 7ERALS, AND WA 7ER LINES, ETC. 7 ALL W47ER AND SEWER APPURTENANCES ARE TO BE LOCA7ED OUTSIDE OF ROADSIDE DITCHES VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR 774E VALVE DURING A FU7URE EXTENSION OF 174E LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10. CONTRACTOR SHALL FOLLOW ALL 174E CURRENT GUIDELINES & SPECIFICA77ONS OF 774E ALBEMARLE COUNTY SERVICE AUTHORITY. 2" SM -9.5A SURFACE COURSE COUP COMPACTED SUBGRADE ALLEY PAVING NO SCALE 1-1/2 " SM -9.5A SURFACE COURSE -\ 3" BM -25 INTERMEDIATE COURSE G BASEO OURSE, V OT X21 A COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE TOP OF " R CURB 4 TOP 4 R Ln z a CURB U) ce 2" z j2 ca z 3 0 N aH X/ tn 6" a CONCRETE o 6" A EnLLI TO BE A3 i /: as a 7 " IF CAST IN e ' UREA PLACE, 18" a 4,000 PSI BASE 4 IF 6" PRECA Q OO MIN CS° O U BASE 0o 00 6" Min ao 00 0 O oo(1 no„oo 2' BASE6 ooOoo VDOT #57, STANDARD CG-6 STONE UNDER CURB CHECKED OR #78 TOTO BASE CURB &GUTTER BY VDOT 1 6 UNDER CURB. NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. STANDARD CG -2 NO SCALE VARIABLE WID 774) N-- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE 4 fIOSrwRO 0 DIISr. GROUND IV CONI PETE R SIDEWALK E I!', away :,` `'% • ''7 ' VIP iit Tar l0 7r_ , © 1 TRIP GENERATION SCALE: 1" = 150' TRIP GENERATION TRIP GENERATION FIGURES BASED ON 17E TRIP GENERA 77ON MANUAL, 7774 EDITION 68 SINGLE FAMILY UNITS - 17E LAND USE CODE 210 AD T 729 VPD (364.5 EN 7ER/ 364.5 EXIT) AM PEAK. 57 VPH (10 ENTER/ 47 EXIT) PM PEAK: 74 VPH (51 EN7ER/ 23 EXIT) RMI CIL WIN flN /SHED GRADE 1 SURFACECOURSE 3:1 EXIS . GROUND 3: 1/4 " :1' '/4 ":'' EXIST. GROUND X68 0 «b a EX/ST. GROUND BASE EXIST. GROUND 3' 7' Y 3' zo' PRffATr ALL ff SAXTION 20' P"ATP AGti;ms dt Aff.) CG -6 I POINT OF CG -6 CURB do GUTTER C FINISHED GRADE CURB do GUTTER PLAN7MM6 o" A, oo eP ( ee oo 57W 12' I 12• V£L LANE) (7RAVEl EA-NE, 28' F /C -F /C 51 • PUBLIC ROW TYPICAL STRUT SAMON RYI" A J4 C, V - JTURLIC AV" St JWBIIC AVF) NOT TO SCALJf' CONCRETE MEW" E10S7. EXIST. GROUND opt r. SCOT R. COLLINS o No. 35791 k ' 00 E OZ N N 4 Ln 00 L9 ti M Z "' N M ItN O WN N W i Zw J J LuW Z J a W= U Y W ul w W J~ Jw 0 Q U° 0 N b 0 a z J W F_ ce. Q Z H W 113 V 1 W F_. U) W J Q F_ W o6 W F. 0 Z z JOB NO. 102041 SCALE AS NOTED SHEET NO. 6 Ln z a ui o U) ce z W ca z 3 0 N aH o U tn E a o EnLLI N N 4 Ln 00 L9 ti M Z "' N M ItN O WN N W i Zw J J LuW Z J a W= U Y W ul w W J~ Jw 0 Q U° 0 N b 0 a z J W F_ ce. Q Z H W 113 V 1 W F_. U) W J Q F_ W o6 W F. 0 Z z JOB NO. 102041 SCALE AS NOTED SHEET NO. 6 Orwrdl Aritent .. April 9, 24]2 OuRnance ( 0' 4 ofdo:11 Cod*) to Made 9 *ecial; lott- oompond of the, l gl"f way,foxr: ad Pj pan the plaact shall ie on* the Public,RoadU rigid- of- •way.as being dedicated to public uft. R. Dedia des. As part. of the font: ob!fivisift plot or,in ere tmc don with the *A,# :pbn ftirr>tbue Project Aw io- ofwvay for Public R+aad,l3 shall be defied to pubes use. ff -the dedication- is . not aocotnplishod ir s otywtc an with the first platf0r Pr e(i , &a Owt ill repaM; or crenate to be prepared, a sulAvision plat meeting the : requirements oftbaAlbamade-Cowy,subdiviskm Page 1 of s b. Fen-: slo UnW, Us O wax wai is tba rigs :W coos t iwt all or s cart on of the to (10) In units. The Owne r sltsil move y -tlio nspondUk of initially coottucxing a selling the affmiable units to say subso at owner o dmle>per of thei Property (m` any portion the 94 and suds subsequmt owner(a) andlor dews i (s) slmll n to ft duties of &e Ova w undw this P 3, sad tits term der" shall'Mer to sued ab" t ownet(st) AnWor dewe10 (s), as applies able. 1) AffadaW4q, Credit Tbaresho & For the pcuposes of this Phu#% 3(b), "affordable hour' shah ffi AM n, ft s able to households with incomes less thtm eigl>fiy, percent -(80%) of the sreea, income (su:tle an aped flea tabane to time by the Alb le C My t i(urof Housing) such that hwacing`cosft consisting of principal, into , real whft ftcess ad homeowners insurance MM do not a xand flinty (30%) of the rm lose Wid income; Pwv" bowvwesr, that in mo event fhe selling price for sang >affordiuble.units be more that sixty-five percent (65x) of the :applicable V Hag D Olopspnesnt Au*orify (VMA) maximum sales pricMan Haft for itrsk f>4ae homes p"mms a tbss b*wj ng of the: 1804ay period nhwnced in ifaffer 3(b) (2) hutsof (fibs A {yyw yy: W[ . P2,ofs 181GMTUM:PAGE TO, MUSPARK PROVER STATZMZPM ftr 5ors 0 2) Sale of Affordable Units. All peuchosers of the fdr -sale d& rdaW units shall be, moved by the Albema rk County Hwiing Office or its desipm ( the Housing Office). At tile proposed thhe of condmcdoan of say affable unit, the Oww shall piwido the Housing OW= a period of one hundred cigIo (180) dep to identify and approve an cligibie parohassnr for such affoxtlabMc :unit. Mw 180 -day qual aadon period shall ooem emroe upon written nodo front rho +Oww 1tQ tho Housing Office of tine approximi to clone the unit is expected to receive a sorbew ofoccupancy f mn the Co=ty the "Notice"). Such Notice shall be. gives no more than mnesly (90) days psrRr to -the nxp xftd immee Of the trerdficate of oa icY, and the 180 -day approval Period," SK00411AD lees d1M Aindy ) dip afiw the isaance: of the snactlficft-of 00014MOY. NoWnng in this Pwffar, 3(bX2) shall proh9* rite Housing Office km providog the Owner with itdbtmati m, on ins olWbft dead far ,des o idemtify ealigible put cba rs of addable tit by the .Of : M 8 the 1804ay gnali8c bast period, (i) the TdouatngOffice fails to qpvw a c esd purobaswor (ii) a calif ed, purchaser to acute a peke oonbact for an aftirdable ,writ,- tbm% in eMer cese,_ft Owner srhall ' have the right to soli the unit without any remotion on salsas price or of the PUPA ass,ca(sh and such unit shall be, counted toward ibe sM %gtion. of tills Prefer 3(bR). Tbis:.Proi 3(b) abed ap* only bo Ow first sale of each of6 four -fie affor" units. 3) *rig.• Barb x0dvidon plc and de plemi ft lead whin Me ftVwty shell desire die lots cc as applicable, *a will, nfdoct ito me terms and cord ens of h ptoft, Wmpmft affal ble wim as described her+eia, ad &e % number ofsuach less or routs desipat,ed for afordabl+e waits within eaoh Plat and cite p1sa shalt consfituft a minima of fifteen percent (15%) offt late in sum snit PLt of site plsm. 4. L The Owner shall dosiga and construct a bicycle *deotrYan and emftWwy access connection to Moubq Les to zhdmum AASHTU s mdu* of A, 20-" wide pewit a>mew, road avid shit pkw bolis9 i* mmrwvable only by emwrwy swvim persaonel, to prcrhiibit my o&w Vehicular scow. We will be 'done to prarovida a secondary meM' ofacom in Cage of emergeng7 The ntmdber and ,V of bolllorrds 8h!!ll b, gpmoved an adva nce by Albeamde Ceaasnty'st Divido4 of Fire Pimse. b. Moubry, Lapp shrill no be used for construction, access asaoc sted with the ProjeA emoopt as no r for c sttuWa n ref do Monbry lane Y aamectiap bsel 0 All o cav tuft-ft ft 1; sot` all ear tbe'si% tbt+ottgb the odsting aoceaa Wit: fnnm PaoBit Road. 'Wo th Egg:shall to closed and barricaded to Stan, trstffia until such blare aft first De of oos3uptmay is issued wfthin the Project and Public Road D is tided with curbing aid a. base asspl k surface and the Owner has obtairned fiM lho County Engioew 8 written dabermiination t6 t-*0 Areal is safe sad convenient far #tffic. 17Z-] 11e Owner shall p wide additional erosion and sediment oonW measure$ above and, beyond tha ababrd Y requie+ermwft ass shed in they Virginia Emion sad Sedhoent Control Handbook . The additiond iflwum to be Implemented will consist of erosion control practices. as outlined in the athow 11 1, 11 1 if, from Soon Collins, 'Collins Eq&eesaing to Ole m Wwke, dated Febauery 29, 2012- (R"e: Babes Park Rawaing — Additional I3rossion and Sedimant C.omrol iVierasuress). Tho Cowdj inioor s c iminq in consultation with the (Jwinar, the ahpropriatc messtzres to be implmnenEed and imphssn Cation of than 0 erosion and sediment co nbols will be rev ewued and be object to prior approval by tine County Bagmeer. Page 3 ao G C 1.4 l N'l1 N!e311 Md .lB: <1 bit: ei o B ,earttteriw:r4 aa000 .. W 11111 1 1111 11 01 11 1 464 s ,tax to 5c wera'r.t erltir s l'nptnwer ii ' yam 1M1! wwdMrwr..rM.w.•.we.Fw..y! wwY.+. MEMO o.; Allbu=& County Auxn: Bnt>olCS, C iy' Farom: Sesatt E'a FE ire:: Rags l Rvvrnring – Ar1d+`tio ml Rms3oyn and Siai rxt Pa>ss *1*# u" Date: pebrsreug24, 2df2 Mir. B: as oetto prove crosicn and .cvmrol #oxtttc Estes I'a c u t tba egad the cuavast r+i3s andregoltt>a"M $10180t fotth inthe V" 11. Erosional &4ikent X01 the Oa aer of rite mends. wtllt'ng.to pct cs+oa100; cost rol sY e• 'I'he.I measures, Pos&willimplOme it opostappaysl of the Co the Enp'mr sacs Bated bd owr. ' (fu. ki the E Or Ern CDrAM .%r can regt ne the dev • to is de or M a dditio,ro l e oe u n, cowdibleft, tuft dturigg the sire Pk *PMVJ Psncx ,orecses n Phift -of sic p>gqueartz. . 1. Commknxu to fix,sft . • acrd ding oiu.the permk by a gwm dat - -Fates P alt ba d"cla*0 ita<the {2) pleases to -earm time co=n and.stkiLization of the firnt Phase+ prior taF moving forward with the: sexsonil please caf c gort. ;A11. ti+elin s £or cow andsmbBsatiaa will noses the Awe Corr aelat'roans. 2: C.o enem to iitd shirt parey ittapoetious sari dos tl with reap+D to- the county— Estes Fsdc hh+e a rofessioaail coint to 21"Iew atcd 0 * M iasspesct e ertasioun c 0awl on aVatldybu$k, think, and p rovi& tv*e,comayfor r. 3. Inst n.oft uutidky auttak — the oonftmn for EM pask shalt instal a uvbW Y ucainn at rise inlet . ' .:iota Arbor. iabe. I:aata!#atan cd n sgt €ems --e use of wb baclaed sdt f acl ,bc used si+mng the streams sari area for added PM l fencing, or barber or dcrCible xriaas oaf at.f, or 04et+ a re<gc:ireuaesus. an`il iw prov as.bye ooutrty co effoma. 5. Pro de •" atoars sari- dt rstcmgc aaa ic tzgps cad assn - Scdnr ba suxs tvi11 be volnnc forda we sxu t ta to rhe basuaa to csnsa in,all the rtm, i smdholdix 1c the baaiato serdis a>nt to r out. %.: ' ' be bosun: wilt have errant-cow allow sf to 61UX_OW as it MDM du+ough these wts. 'The coAernctor Witt cxaodn=uu4"4 .out'che soci3 mt fiiosn *We ex neo?xs ern a routine basis. 5. lnsta lion of =*ion control nue* for 211 slopes and -the use ;of task era iu se4w, anut srail sorb ' ' n surGS such as these Abe used for inst&a stab i ton Practices for4he m hip pave M eMi0n di gdie st Maian of the alts. 7, ra& h and Cy in the, &s*.& Estes Ps& *l 1we a series of erosion control m rrs divrxslan rli us, sec ent bona, x nfaxr d sit fc, bio -logs, ate' . ; ' . cuttnins desigaoed:andislled tin eroujvno ior e uch rehear to co,t grc3imcat rum Off from the sire. 8. Use of easily installed p rnaasuF r- etc,ed silt song devices – these &vices, listed in more dears, boar, wn l be wed to insist wirh eutao , ramrod rncasuns. Begins I g January 1, 20139 the amount of each coo cone butiou "quired,by proOks 2 and 3 shall be 460W "a p0iei, to "fleot say ire ear de+Grease fuartba '` year in the Marshall and Swift Building Cant Index C 1l Sn. In no event sign any cash coi~on mount be adjusted to a sum hw 11 t o t igi *W,estubUsMd- by dm* profs. The annual adjustment" be spark by multiplying to centrt'bution amount fmdw a f tics of d sha dicprod,d prextealmg y asr by n, whrch MI as of Deaembesr I in year, the efenomin of w :shall bye hei M91 as of December l i #ho yewoedlag dsa calendar yeea me zeoenfy egad. For each sash eontributiou that is b ft paid in nemments, the tgWd .bamantal pttymemtei" ben.+oQrrrespasadingly a4usmd seem Year• 1UTWffw ShomantmW be w4ovbod in sayniamnber of counWpa4h each of which shalt be an original and at! ofv m "pil r urIl cm0tituts but one and blue same ko rumoot. w, n,Nm the wowing.sigaamrea Rirrr LIC.J Cantzl tPa reb"er By Alm R, Talon Ftresi"t ISIGNATURZ8 CONT'EWN ON FOLLOWING PAGE] Ic TT R. COLLINSZ No. 35791 ,ham IONAL E Gl e Rirrr LIC.J Cantzl tPa reb"er By Alm R, Talon Ftresi"t ISIGNATURZ8 CONT'EWN ON FOLLOWING PAGE] Ic TT R. COLLINSZ No. 35791 ,ham IONAL E Gl N N Ln 0 0 d) Page 4 of 8 I` M Z 0) N M In addition to these, types of ermion.control messurGs listed above, Estes Park is commimedto N 1 mu sures to assist in the oval of fine ' 1w and colloiidal rsmtalltag add6owl erosion contra pa W C ) so>'h from the nu aff: Am ' a&Wansl masum an proposed -with this dcvilopmment to protect N Arbor Lalm suedthe:downstxeam enwiro nmencal fe0a, Vs. N 1. F 7ter sorbs sud Floc Logs- 'Those measures are and es a mapping dew to filter the x usroff > throw t these products w h ' in wing the partic6 and colloidal soils from the run-off. Ila* deviser are used dowAstream of the.project in co4UUCtion wuh silt W fence and along mad ys to protect the drAinar inlet stn"tifts at d relum J before dwy a inter tiles suucours. Axry t ion ecpmol measu M that are ' ofd site will J r,r a an easement orlemwfrenm the Forest L2ket' - OAalloaring the erosion control musumto be installed on the Forst LAW HOAptupe ty of FsM Park MMMMMM > 2. sediaxotbasim with aseries of rat chambers to all aw ron off to f iltrr thrnuglh each clamber to the next umber W while temoving,the &w and collator soda of the run-off Pa.$$" thm each ~ chamber and device._ "Me fiat chamber will be cleaned out on a basis, with. -- the other chom "being c out as neaAwry to remove sed;maat t]aat has accun dowd within: the basin gairckda. Ski MW= davicesa — tfnis &m- is added tv the outf= Boilsbasitasandassistsinthefinnandtnovatoffinepartyand Q from, the wa erbefore it's rckmsedfromthe basin. _ 3. Em mn Carnal bps and. adier 1 M soil .sw on measures ;• -these & -vices can be V applied uo and below dmudetl areas to psevem erosion by sea" ne paroles *ad c olloidalsoils from the run-off. c Y t=aad Witsowriersanddvvelopeware ,eyed to design. and rmpk a of additional LU ez+oslo a aatrprot,Me sum and &Vic" to pro= 'he doh prraperi sunv mnn>ear acl f Ul attsties from sedimentsaon, during add after ' is with rise D d"OOPment. Enbsis n7t conp;ol measures, as listed s><bove, are to be designed and installe=d for U) add " ' niml p utectiQA above rid beyo, the`starndard erasion coxntroi deniga ngulations for Veloplamt and const tipn activi s.. Thcs±c a ' ` and t6 rem of these W c0owd measures are added measures ca top of the Ord crosion cowl. dices to assist in the W remit of sad mem, fine particles, and co idol soils fiomthe run-off from t6 davnlopm m– in ti c devclopcxs of Park will roes t win i+eparoaencati rcS home forest Lakes J 1— Assoc6tion on it sea; M001, llr bs. * or, o aged upon sche d* onsite . to review and U) ins tba HM at whir h flow from dz.Estes eamc>ra Atbor IA& n of e ' into the Lalm, if any, wv! be noted lathe >ns :!pons from each of the meetitnp. 1hue docuuvaents will be kqpt as records ' ourthe cons n of Estes Park and W wed toZetenuine, the Mount if any, of sediment kris es te red the pond from the Estes Development, At the and of rise project, Estes ea pmeart .ill be responsUe for xcmoving the a wont of sedunent fz Arbor fm mthem itispection reports, es agreed upon by Q berth parties. 'Tito intent is to prevent and MMM aaq°s0fi=nt from Arbor IA6 canted by cor saNction dewippawat of Estes Park at no fnna>?t iii cost to Forest Lakes for the clan up of the p sediment from the construcaon Wd* of Estes Pak. C:) N z J CL W H 1 Ci Q z t—a J W De CL Ce Q CL n W V) W OC LU LL- LL O a 0 W Ce JOB NO. 102041 SCALE N.T.S SHEET NO. 7 U) Z z 0 E 0 C',, E U ZW Z O 0 U Q U Q O oC N w Ce N N Ln 0 0 d) Page 4 of 8 I` M Z 0) N M In addition to these, types of ermion.control messurGs listed above, Estes Park is commimedto N 1 mu sures to assist in the oval of fine ' 1w and colloiidal rsmtalltag add6owl erosion contra pa W C ) so>'h from the nu aff: Am ' a&Wansl masum an proposed -with this dcvilopmment to protect N Arbor Lalm suedthe:downstxeam enwiro nmencal fe0a, Vs. N 1. F 7ter sorbs sud Floc Logs- 'Those measures are and es a mapping dew to filter the x usroff > throw t these products w h ' in wing the partic6 and colloidal soils from the run-off. Ila* deviser are used dowAstream of the.project in co4UUCtion wuh silt W fence and along mad ys to protect the drAinar inlet stn"tifts at d relum J before dwy a inter tiles suucours. Axry t ion ecpmol measu M that are ' ofd site will J r,r a an easement orlemwfrenm the Forest L2ket' - OAalloaring the erosion control musumto be installed on the Forst LAW HOAptupe ty of FsM Park MMMMMM > 2. sediaxotbasim with aseries of rat chambers to all aw ron off to f iltrr thrnuglh each clamber to the next umber W while temoving,the &w and collator soda of the run-off Pa.$$" thm each ~ chamber and device._ "Me fiat chamber will be cleaned out on a basis, with. -- the other chom "being c out as neaAwry to remove sed;maat t]aat has accun dowd within: the basin gairckda. Ski MW= davicesa — tfnis &m- is added tv the outf= Boilsbasitasandassistsinthefinnandtnovatoffinepartyand Q from, the wa erbefore it's rckmsedfromthe basin. _ 3. Em mn Carnal bps and. adier 1 M soil .sw on measures ;• -these & -vices can be V applied uo and below dmudetl areas to psevem erosion by sea" ne paroles *ad c olloidalsoils from the run-off. c Y t=aad Witsowriersanddvvelopeware ,eyed to design. and rmpk a of additional LU ez+oslo a aatrprot,Me sum and &Vic" to pro= 'he doh prraperi sunv mnn>ear acl f Ul attsties from sedimentsaon, during add after ' is with rise D d"OOPment. Enbsis n7t conp;ol measures, as listed s><bove, are to be designed and installe=d for U) add " ' niml p utectiQA above rid beyo, the`starndard erasion coxntroi deniga ngulations for Veloplamt and const tipn activi s.. Thcs±c a ' ` and t6 rem of these W c0owd measures are added measures ca top of the Ord crosion cowl. dices to assist in the W remit of sad mem, fine particles, and co idol soils fiomthe run-off from t6 davnlopm m– in ti c devclopcxs of Park will roes t win i+eparoaencati rcS home forest Lakes J 1— Assoc6tion on it sea; M001, llr bs. * or, o aged upon sche d* onsite . to review and U) ins tba HM at whir h flow from dz.Estes eamc>ra Atbor IA& n of e ' into the Lalm, if any, wv! be noted lathe >ns :!pons from each of the meetitnp. 1hue docuuvaents will be kqpt as records ' ourthe cons n of Estes Park and W wed toZetenuine, the Mount if any, of sediment kris es te red the pond from the Estes Development, At the and of rise project, Estes ea pmeart .ill be responsUe for xcmoving the a wont of sedunent fz Arbor fm mthem itispection reports, es agreed upon by Q berth parties. 'Tito intent is to prevent and MMM aaq°s0fi=nt from Arbor IA6 canted by cor saNction dewippawat of Estes Park at no fnna>?t iii cost to Forest Lakes for the clan up of the p sediment from the construcaon Wd* of Estes Pak. C:) N z J CL W H 1 Ci Q z t—a J W De CL Ce Q CL n W V) W OC LU LL- LL O a 0 W Ce JOB NO. 102041 SCALE N.T.S SHEET NO. 7 NOTE: FINAL LANDSCAPING PLAA SHALL BE PROVIDED WITH FINALS E PLAN - II QUANTIFYING COMPLIANCE WITH }ALBEMARLE COUNTY LANDSCAPIN REMENTS BEN' -N MARK IS SURVEY CONTROL POINT GPI -2 NAIL WITH FLASHER 1 t LJV. 525.53 / \ / ' / I < RO NOTE: 10' PRO SED V ATIVE/ DSCAPE BUFFER TO RE AN OR SHALL BE ES ISHE AN TH EN SP YAR B-ETWE THE SC T R. COLLINS!Z No. 35791 ,a 1SIONAL I I x ` \\ -- - / 11 ' PROPOSED L AN EXIST I PR RTIES. TING -- Z W I I \ + " \ / -- __ - VEGETATION AND BE USED T O VEGETATIVE o J fr of - - - A 6' V PRI FENC OULD AL S B I A LE IEU OF THE a O VEGE ATIVE B F V) J U AW 0 A I I I \ \ \ I I ! W Ix i 6$ / I S \ \ / 46 i\ I I / / \ , \ \ 31 \ II / / s ---- _ \\ w ce I \ I 34 - M / l I W 35 x 45 7 i I \ g \ \ 1iIr 44 NOTE: 10 PRO SEDI ETA PSCAPE BUF-FER REMAIN OR SH L E!E AB ED I THE OPEN SPACE COTS AND / \ AND REAR YA E PRO OSE6 NG ADJ ING VEGETATION \ EXISTI vo MAY REMAIN D CAN AS PAR OF THE I / 5 , I I 1 \ \ /\ ` - f f 7 VEGETATIVE FFE (T- IVACfF € Ol7UYRL BEANST_ALLE I LIE T =GETATI BUFFER.- 42 l 1 _ I I 1 \ X I I x • - - / 1 1 O I I I ' , \ ` x G /,' ) - k ` -' -- \ \\ / / / / / / / I f I , I \ 1 j I \ \ \ \ ` \ I\ 1 \ `\ ` ' /40 I , I \ \ ` \ - e x •, / ,' ` \ + \ \ \ \ \\ _ / / / / / ' I ' I I l / =- I - - —_ nI ' / \ / I / -- _, 58 5' > 56A h 1 i 1 II O \ 1I \ I 1 2I1 I a I I In E TING GR PHL S IAL I ERY 1 , 1 / \ \ V A Q. / V I A V \ Y I / 1 LOV / ; V v I (`/ o 25 50 ioo 00 ' a. J v v t t / / v V A \ \ V A A v / ' I FEET I ind\ - 50 ft. JI f I 4) N N ei e-1 1 L1 O O 1 O N W Wa0 JOB NO. 102041 SCALE 1 " =50' SHEET NO. 8 ti M M N OT ZZ WVJ N z z W JJWQW W C P- 4 V J z z CCL W L9 w z z UU Q I J F--4 0 WW Q c U ccl- ooC QQ Y Q Q z z W H U) ( W WW W WW a a- W J w W N 0 N