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HomeMy WebLinkAboutSUB201400110 Plan - Approved Preliminary Plat 2014-09-03PRELIMINARY SUBDIVISION PLAT VVHITTINGTON SUBDIVISION -PHASE B TM 90 PARCEL 3 SAMUEL MILLER DISTRICT, L EM RLE COUNTY CURRENT DEVELOPMENT PLANNER CURRENT .DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORATION .. SIT `� � 5 VIRGINIA - - () 0) L W U 0 N - - �NN00 c CD 0 > °� . � -p W c 4n o (� 1- N � � E V j Q.) M 0) �,&` , C N `° _- •-_ •� U ' 'T .� � 0 W F ��\ 0 1 ey �yz ri o '• 0 MICHA F. MYERS y Li . No. 33028 b 4 PO � ' /'i!� kw PSPI Cover Sheet �s -7 sr�NAL ti�Gl$ PSP2 Notes, Abbreviations, &Legend q � PSP3 Existing Conditions . �i 0 Y U LU PSP4 Preliminary Subdivision Plat Overview PSP5 Preliminary Subdivision Plat � ° Q EP PSP6 Preliminary Subd*1Vision Plat � � 3 r W � m a z PSP7 Preliminary Subdivision Plat 0 PSP8 Preliminary Subdivision Plat mQ 0 I it] . Z 0 PSP9 Preliminary Subdivision Plat I- 2 . I , Cn 0 LU PSP I 0 Preliminary Subdivision Plat Q � PSPI I PreliminarySu-bdivision Plat 03 .0 U) ' . PSP 12 Preliminary Subdivision Plat W N Z Z PSP 1 3 Preliminary Subdivision Plat Cn C) 0 �� PSP 1 4 Preliminary Storrnwater Management Plan W = I . .. ......a ' ....v : F�t`�fr.c5rrtr ... ... R t rcarsed r_ n !' d , , adt s I ..haw a u e hat su ace t : P P . ;� n ha bps n t aSS r. i .. , rf dra nape c7n prUVid� at,p,tctato giver ant and Fie7t tWtcnrsi of t C s � H �t r ;r1 t# r . , tine n Jat d rro uat Lt c� do4 r r? f � u nr�nt. shah be:' '. .... .'......... .. .... .............. . . ..'. ... .... ... ... .. . ..... I ... ... , , , , , . , .... , .... . ............. .. ................ ........... .' . ; . . . tetsef from t4oetttic� o, aiwelbri s rr7 t e event a torn sewer fai s. 9. ..... .�.. rl 7i ! • , ,t , ., I .. .. : rfd" a : roved b th 'Atbarrtai: e rit , .... f? :. ... ,... .... 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' '.'. . .... .. .. .... ...... ... .. .. ... . , , res Un rt?tilt f?r and C, :lr�int ndnCe of scre T': within the n6rnen shalt be outfinied rr 'tl p. Y. r:t in9 a k t .re ;.. ... ..'. . ' , :....' . ... . ... .. 1. 11 . .. .' . .. atrrrttrt tQr ➢, qg ,3'. ,`"' 4lir t t : 1 , • T '� . . r . . ., r VV ftstt. h ta.r id ,r,. , 4: :t ,,,.4Y -:i .i:- 1 ' S.. a... i Y f' q 55 3 r .x si (.. <4.' {i:i3, i Yi 11 4 r.,i. it t. . Y a t .,era. ^`'' 1 " f ...1 . :, . ry 11 /`�; f r-Y s f C i. f .l i ary The preliminary plat a pp lication is for th e development of Phase B of the Whittington Subdivision. Phase A consisting f 17 lots has been hatted and is currently under construction. Phase B consists of the remaining 79 lots. The site is a Planned Residential Development P ment i P RD District and is subject to proffers associated with ZMA 2006 -011. The site is served by p. ublic water and sewer. There are wetlands and streams traversing the property. .The developer is obtaining approval al of a permit t from the Ar m Corps o f Engineers to allow for road and utility crossings where required. The site i s also subject to a Design Exc ept ion Request from the SSAR regulations ulations of VDOT 7 approved on 10 -12 -1 1 to allow for r the proposed 5 meandering nature re trail t replace the requirement for provision of sidewalk I o w on one side de f the streets. Bets p q p PROFFER AR N RATI VE 1. The developer i s proposing 96 lots and Open Space e will be held In private ownership outlined in the Codes Covenants and Restrictions CCRs) of the homeowners association. Each o is 40,000 cross square feet in r. 2 c lot at least area. 9 q t. die c Lynchburg Road Rou 3. No direct access to Old to 631 is shown. Y 9 � meeting the re uireme r 4. An overlot grading tan me nts of this offer will be provided with the WPO 9 9p 9 q p p application for the project. . 5 T h e minimum front yards on all interior ublic street right-of-ways s shall be 30 feet. 6. T h e 55 right-of-way f - wa dedication from the centerline of Old Lynchburg Road (Route 63 1 ) has been p rovided with the recorded Phase A record plat. 7 The layout is I n general accord with the application plan. 8. The 25-foot planting a nd screening buffer maintenance guidelines will be outlined in the CCRs. 9 All trails i I I beCI Class " primitive trails. Is. 10. S WM and w ate r qu alit y p ractices will be provided in accordance with Chapter 17 of the Albemarle County Code with the WPO A pp lication for this project. 4 iE INDEX TITLE: Pspt SHEET NO: 1 OF 14 DATE: 7/7/2014 I C-+ H Q.., 0 QQ C) W w F--t (T V I I-i >_ W H H- -i n Q- PQ t_4 W W M t-� rr l co OE-t U F-a��..ss -1 W C-13 �--1 P4 H >J O (� V) E-+ Q I� t-I = F-I � W a . H W Q4 i, J F- Q.-I W i.- W W DOM. PROJECT NO :13.003 INDEX TITLE: Pspt SHEET NO: 1 OF 14 DATE: 7/7/2014 > _ s SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND CY) �N N C oac42 q SITE DATA GENERAL CONSTRUCTION NOTES: .� = o o� E PIEDMONT NEIGHBORHOODS, LP 1. Prior to any construction within any existing public right -of -way, including connection to C N ����� 11111 SUNSET HILLS RD, SUITE 20o any existing road, a permit shall be obtained from the Virginia Department of .0 C U) RESTON, VA 20190 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of GENERAL EXIST PROP DESCRIPTION N L the permit. Where any discrepancies occur the requirements of the permit shall govern. .0 s 2. All materials and construction methods shall conform to current specifications and ABAN ABANDON(ED) MAX MAXIMUM X ,;:' R.. x teTC E W LEGAL REFERENCE & SOURCE OF TITLE: standards of VDOT unless otherwise noted. DEED BOOK 4304, PAGE NUMBER 673 FOR ALL PARCELS 3. Erosion and siltation control measures shall be provided in accordance with the approved PROPERTY LINE 0 '� ADJ ADJUST MIN MINIMUM " " "" erosion control plan and shall be installed prior to any clearing, grading or other ,> ';; x 125 BC construction. AHD AHEAD MON MONUMENT CONCRETE ADJACENT PROPERTY LINE � SAMUEL MILLER ...... ...._ .......................... 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, APRX APPROXIMATE NIC NOT IN CONTRACT VACATED PROPERTY LINE x 126 FL i OORCE OF BOUNDARY SURVEY: DOMINION DEVELOPMENT RESOURCES, LLC. 06/05/07 x 126 EOP .� 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 BC BACK OF CURB NTS NOT TO SCALE _.._ - .__.... EASEMENT x 126 v i RCE OF TOPOGRAPHY- AERIAL SURVEYS, 06/28/07 County Engineer, or designee, it is deemed necessary in order to stabilize a drainage a FV.V, channel. BFE BASEMENT FLOOR ELEVATIONJC ON CENTER BUILDING SETBACK p x . ,:,; 6 _.__.. x 1 z Tw s h p VTHIS PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BIT BITUMINOUS OH OVERHEAD PARKING SETBACK -FLOOD INSURANCE RATE MAP NUMBER: 51003CO410D & 51003C0407, DATED: 02/04/2005 Control Devices. -vv •�� r. ;;- r1x 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. BK BACK PE POLYETHYLENE 1266w 9. All excavation for underground pipe installation must comply with OSHA Standards for ZONING LINE , WA?ER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY the Construction Industry (29 CFR Part 1926). BM BENCHMARK PERFPERFORATED WQM WIMW WWI- ALBEMARLE COUNTY SERVICE AUTHORITY GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED _._ .....................- LIMIT OF DISTURBANCE Grp 1. Construction inspection of all proposed roads within the development will be made by the FLOODPLAIN LIMIT Count The contractor must notify the Department of Community Development 296- CB CATCH BASIN PRVDPROVIDED ,/THIS PROPERTY IS ZONED: PRD PER ZMA 77 -18, ZMA 80 -07, ZMA 2006 -011. Y• Y P Y P ( o' � 5832 CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY 48 hours in advance of the start of construction. r?iM =i RMA _ BUFFER ZONE _....... _ __ _ C SETBACKS: FRONT YARD SIDE ARD REAR ARD FROM E 631 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor I Li o.33028 %� shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CENTER LINE RCP REINFORCED CONCRETE PIPE RPA RMIA - RESOURCE MANAGEMENT � BUILDING ''30' ✓15' ✓20' S' shall be submitted to the County. 1f a subgrade soil CBR of 10 or greater is not obtainable, T - - - - "- - °` `'`a " AREA �'o -?,(V LOTS 30 -36 35,✓ a revised pavement design shall be made by the design engineer and submitted with the test CL CHAIN LINK REM REMOVE results for approval. RPA - RESOURCE PROTECTION 0 / CMP CORRUGATED METAL PIPE REQDREQUIRED - "- - �� � �� � � NAL ,./ AXIMUM NUMBER OF DWELLING UNITS: PHASE A: 17 PHASE B: 79 TOTAL: 96 3. Surface drainage and pipe discharge must be retained within the public right -of -way or AREA within easements prior to acceptance by the County. All drainage outfall easements are to PROPOSED ADT: 960 VPD be extended to a boundary line or a natural watercourse. CONC CONCRETE RET RETAIN - -- - -- ----- --� . 2 CG- 2 EDGE OF GRAVEL ' 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments " - - � - CY CUBIC YARDS RT RIGHT --- ��=- �-= ��-- �-= �� =�_��= '� will be field verified at the time of construction. Additional guardrail may be required at 1° PAVING SPECIFICATIONS: locations not shown when, in the opinion of the Count Engineer, or designee, it is deemed "f = -:= CG -3 P Y 9 9 C/C CENTER TO CENTER R/W RIGHT OF WAY ���. EDGE OF PAVEMENT m PUBLIC ROADS: 6" - #21A AGGREGATE SUB -BASE MATERIAL necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge (%(% Q of pavement to the face of guardrail, and roadway shoulder widths shall be increased to C &G CURB AND GUTTER R &D REMOVE AND DISPOSE CG -6 STANDARD 6" CURB " °° ......... ° 3" - BM 25.0 BASE MATERIAL P 9 Y " seven (7) feet. " w 2 - SM 9.5A SURFACE MATERIAL DIA DIAMETER R &R REMOVE & RESET r - -'r CG -7 STANDARD 4" CURB FINAL PAVEMENT SECTION TO BE BASED ON ACTUAL CBR TESTS 5. Where urban cross sections are installed, all residential driveway entrances shall conform -.. - :.:.:,::: � ._._____.._,- ...____ to VDOT CG -9(A, B or C). EL ELEVATION SD SIGHT DISTANCE COMBINATION 6" CURB & GUTTER - -_� cri 6. Where rural cross sections are installed, all residential driveway entrances shall conform to ✓RESERVOIR WATERSHED: THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED DISTRICT. THIS VDOT standard PE -1. ELEV ELEVATION SQ SQUARE " CURB GUTTER co H & PROPERTY IS NOT LOCATED IN AN AGRICULTURAL - FORESTAL DISTRICT. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as COMBINATION 4 shown on the typical pavement section detail, shall be strictly adhered to. ES END SECTION STA STATION FIRE LANE STRIPING W w m %ARRENT USE: VACANT 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should A Z the final plat for this project expire prior to signing and recordation, then approval of these EW END WALL SW SIDEWALK L ,D .... ......... -- ,/ : SINGLE FAMILY RESIDENTIAL plans steal{ be null and void. _N__.._..__.........._.. __ 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform EX EXISTING SWELSOLID WHITE EDGE LINE BUILDING ENTRANCE � Traffic Control Devices and the Albemarle County Road Naming and Property Numbering EA SUMMARY: Ordinance and Manual. EXIST EXISTING SWLLSOLID WHITE LANE LINE LOADING DOCK nD PHASE A AREA: 29.99 AC 10. Traffic control or other regulatory signs or barricades shall be installed by the developer € A FDN FOUNDATION TBA TO BE ABANDONED BOLLARD PHASE B AREA: 154.16 AC when, in the opinion of the County Engineer, or designee, they are deemed necessary in }m TOTAL SITE AREA: 184.15 AC order to provide safe and convenient access. FFE FINISHED FLOOR ELEVATION TBR DUMPSTER PA TO BE REMOVED I- " t- I z 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as D determined by VDOT for public roads. GTD GRADE TO DRAIN TC TOP OF CURB `" z � PHASE A AREA BREAKDOWN _ _ ........_....._...._.. "..,.. n 12. VDOT standard CD -1 or CD -2 cross - drains under to be installed under the subbase SIGN LOTS 16.88 AC material at all cut and fill transitions and grade sag points as shown on the road profiles. IF IRON FOUND TS TOP OF SLOPE R/W 2.47 AC 13. A video camera inspection is required for all storm sewers and culverts that are deemed A OPEN SPACE 7.5o Ac inaccessible to VDOT or County inspections. The video inspection shall be conducted in IS IRON SET TYP TYPICAL STEEL- GUAR9RAIL - R/W DEDICATION accordance with VDOT's video camera inspection procedure and with a VDOT or County LA LANDSCAPE AREA UG UNDERGROUND -- ----- ---- - - - - - -- WOOD GUARDRAIL \ inspector present QED L`Q�ICHBURG RD 3.14 AC .\ LOD LIMIT OF DISTURBANCE VESCH VA. E &S CONTROL HANDBOOK ....... TOTAL 29.99 AC GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: PATH ;i :.. 1. The plan approving authority must be notified one week prior to the pre- construction LF LINEAR FEET YDS YARDS -........... ...... -.- ............. ® C/) PHASE B AREA BREAKDOWN conference, one week prior to the commencement of land disturbing activity, and one week TREE LINE ' oco O o LOTS 85.01 AC p p LT LEFT 2. All erosion and sediment control measures will be constructed and maintained according to FENCE minimum standards and specifications of the Virginia Erosion and Sediment Control OPEN SPACE 58.29 ACS/ Handbook and Virginia Regulations VR 625 -02 -00 Erosion and Sediment Control STONE WALL ® A TOTAL 154.16 AC Regulations. UTILITY "" "' Ar CONTRACTOR'S COORDINATION RESPONSIBILITIES 3. All erosion and sediment control measures are to be placed prior to or as the first step in RETAINING WALL 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE clearing. ARV AIR RELEASE VALVE MH MANHOLE _....- .- ..................... WM 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at CM PLANS. STREAM /POND /WATER COURSE all times. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE -- " 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO 5. Prior to commencing land disturbing activities in areas other than indicated on these plans DETENTION BASIN 0 NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a CO CLEANOUT RIM RIM ELEVATION GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. supplementary erosion control plan to the owner for review and approval by the plan . .... ". rI2 - 12 -- SILT FENCE z uv w approving authority. CTV CABLE TELEVISION SAN SANITARY r; LL 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE pp g y RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 6. The contractor is responsible for installation of any additional erosion control measures -- :..; -- 00 necessary to prevent erosion and sedimentation as determined by the plan approving DI DROP INLET SCC STORMWATER CONVEYANCE a cM �• 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS authority. DIP DUCTILE IRON PIPE CHANNEL CONTOUR EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY 7. All disturbed areas are to drain to approved sediment control measures at all times during SD STORM `` INDEX CONTOUR v CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. land disturbing activities and during site development until final stabilization is achieved. ELEC ELECTRIC ® E­4 8. During dewatering operations, water will be pumped into an approved filtering device. STR DRAINAGE STRUCTURE ����3��.�.i;� ;R 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH 9• The contractor shall inspect all erosion control measures periodically and after each FH FIRE HYDRANT PARKING COUNT PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. runoffproducing P P Y TSV TAPPING SLEEVE &VALVE - -�- 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of FM FORCE MAIN + w O CROSSWALK Q COUNTY CODE. the erosion control devices shall be made immediately. UP UTILITY POLE F &C FRAME AND COVER J,�.,, 10. All fill material to be taken from an approved, designated borrow area. := ACCESSIBLE CURB RAMP W 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA, WL WATER LINE 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert �: FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN pp F &G FRAME AND GRATE =sr v u 0 w ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PANT materials only, free of roots, stumps, wood, rubbish, and other debris. WM WATER METER HANDICAP PARKING I--a 124 4 1-4 OF THE CONTRACT DOCUMENTS. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning GT GREASE TRAP ........:``= m_........ Ordinance section 5.1.28. WV WATER VALVE VAN-ACCESSIBLE HANDICAP E-'{ 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 13. All inert materials shall be transported in compliance with section 13 -301 of the Code of _....._.M -- - • PARKING w P P GV GATE VALVE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) Albemarle. 6 V 6 VALVE *M� ^ a INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to HDPEHIGH DENSITY POLYETHYLENE 1rr-� -1 AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND the hours of 7:00am to 9:OOpm. CONCRETE PAVEMENT /SIDEWALKS PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral INV INVERT - - o C,+ BASE BID. support, or order to minimize any hazard to persons, physical damage to adjacent land and ((° . y W W w W W RIPIRAP IMPACTS improvements, and damage to any public street because of slides, sinking, or collapse. E-+ 10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT . C 16. The developer shall reserve the right to install, maintain, remove or convert to permanent r <;% NEW ASPHALT ~ TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO P 9 p W OWNER. stormwater management facilities where applicable all erosion control measures required v .. �-+ F-i by this plan regardless of the sale of any lot, unit, building or other portion of the property. �'k ^ f Y GRASS 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75. t..,�Y. ,., ;.* 4 Q MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE {bs /acre, and in the months of September to February to consist a 50/50 mix of Annual g. I EC -2 BLANKET MATTING VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. through August to consist of German Millet. Straw mulch is to be applied at 80lbs /100sf. EC -3 TYPE A Alternatives are subject to approval by the County erosion control inspector. _ _ .- _.� . �,:j' EC -3 TYPE B ~ a C) 12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. __ ° : _ °_.. ° ° ° ° ° ° ° � SPECIFICATIONS. Agricultural grade limestone shall be applied at 90lbs /1000sf, incorporated into the top 4 -6_ W 62� WETLAND w 13.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES inches of soil. Fertilizer shall be applied at 1000lbs /acre and consist of a 10 -20 -10 nutrient SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. mix. Permanent seeding shall be applied at 180lbs /acre and consist of 95% Kentucky 31 or 14.CONTRAOTOR SMALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE Tall Fescue and 0 -5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be w w ~ AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. applied at 801bs/100sf. Alternatives are subject to approval by the County erosion control kmi w W inspector. z 15.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage 11 AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL or clogging to .structural measures is to be repair immediately. Silt traps are to be cleaned COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES. when 50% of the wet storage volume is filled with sediment. All seeded areas are to be DOM. PROJECT NO :13.0039 reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes GENERAL CONS'T'RUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: which are .collecting sediment to half their height must be cleaned and repaired INDEX TITLE: 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum immediately. moisture content. All fill material to be approved by a geotechnical engineer. A 20. All temporary erosion and sediment control measures are to be removed within 30 days of geotechnical engineer is to be present during construction of dams. final site stabilization, when measures are no longer needed, subject to approval by the PSP2 2. Pipe and riser joints are to be watertight within, stormwater management facilities. County erosion control inspector. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of management facilities; conversion is not to take place until the site is stabilized, and approval. (Water Protection Ordinance section 17- 204G.) permission has been obtained from the County erosion control inspector. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after SHEET NO: 2 OF 14 the date the land disturbing activity commences. (Water Protection Ordinance section 17 -2078) DATE: 7/7/2014 VON— 1%01 00 E a CY) C\j C (o U) N T Z 2y 40 win .0 > E - ------------ Z'� C 0 41 r Frm& ... .. 'Z� 00 a) C Cq J ig /),I V__A ... . ....... . . W ON 'i V 0 c 40 If I S w ___ -,--= ­�n I �11 S =n_ E z%-tj A, --------- NO A 40P 00 0 00i�-,, m a 900 WO." am, .4� , N�X\l 4ft _: . .. . . . .. :_EE 7 W "A �A "A P H '00 an zz- vi OW T_ — . ..... K 4 __._ 00 0 s� ZIP 0111 17. M 40 4111111. , or t 4%w goo < < #41 m Li No. 33028 < /%1, Ij fp 10NA1. 00 0 IV A 4f 0 40 7 H -- -------- Ica C1 j j 0 uj , 4 1 Lit z 0 t I IT tj H f I i Im 4F j On 300 0 300 600 900 (__I� EXISTING DRAINAGE DIVIDES- 300 0 300 600 900 EXISTING SOIL MAP - ----------- .. . ...... . . `\�_s le SCALE: 1" 300' JP_ Not To Scale SCALE: 1 300' V2 Lii U) C:> U) -------- ----- ......... ....... ........ .. . --------- -- - Lu z ---------- LU ------------- ...... . - - -------- ----------- .... . ..... ----------- -- --------- -- J "Z t­- ------------- ------------ t--- --------- t...... ..... ............ ------ . ......... Y I. .......... . iU) DOM. PROJECT NO:13.0039 INDEX TITLE: ......... 300 0 300 600 900 LEGEND (__3� EXISTING TREELINE., LE ELM E m NONNI LEGEND 300 0- 300 600 900 ��4 �EXISTING CRITICAL SLOPES Critical Slopes IDSP3 SHEET NO: 3 OF 14 .............. . .. . . . . . . ...................... . ..... Existing Trees Not To Scal� SCALE: 1" = 300' `jP S P V\/\/VVJ SCALE: 1 300' DATE: 7/7/2014 Ty 89 PAR 73F4 EVERGREEN LAND COMPANY DB 3033 PC 269 ZONED: RA USE: VACANT 000 -Pvt� �OC4 NSIMO; E:1 Ty 89 PAR 73F5 EVERGREEN LAND COMPANY DB 3033 PC 269 ZONED: RA USE: VACANT N51 °13'26 "E 1 54.48 TM 89 PAR 73F6 EVERGREEN LAND COMPANY DB 3033 PC 269 ZONED: RA USE: VACANT LOT LOT 32 1.005 LOT 30 LOT 31 1.038 ACRES 1.284 ACRES .096 ACRES OPEN SPACE E J (28.51 Ac) TM 89 PAR 73F7 EVERGREEN LAND COMPANY DB 3033 PC 269 ZONED: RA USE: VACANT TMUECONNECTIQN TO" MOSBY- MOUNTAI N Ty 89 PAR 73G6 SWM EVERGREEN LAND COMPANY DB 3385 PC 608 ZONED: RA LOT 35 LOT 36 USE: VACANT LOT 34 1.249 ACRES 0.981 ACRES o n OPEN SPAC G 1.292 ACRES 0 0 (0.06 AC) 11E OPEN SPACE F 004100 (2.38 Ac) OPENS � - EE KEND ST RE -0- Ty 89 PAR 7365 EVERGREEN LAND FUTUR CONNECTION COMPANY DB 3385�fG (608 TO MOSBY MOUNTAIN RA ZONED: USE: VACA un F on mm folfy.j (28.51 AG)v/ SWM #8 > LOT 60 OPEN SPACE J 1.231 ACRES ✓ (22.38 AC) LOT 38 0.945 ACRES LOT 37 MICHA YERS LOT 12 LOT 39 OPEN SPACE H Lic o. 33028 0.981 ACRES 1.229 ACRES 1.334 ACRES (3.67 AC),/ 3�- flE FFER LOT 40 0) 0.988 ACRES T 10NAL LOT 11 LOT 41 0.982 ACRES 0.926 ACRES LOT 62 TM 90E PAR A LOT 61 1.378 ACRES 1�1 MOSBY MOUNTAIN LOT 13 COMMUNITY ASSOCIATION 2.074 ACRES LOT 42 L01 bb it MAN 419 0.980 ACRES ZONED: R I LOT USE: OPEN SPACE 1.048 ACRES LOT 57 LOT 2\ 0,942 ACRES LOT 56 1.105 ACRE 1 1.054 ACRES\ .416 ACRES LOT 63 ` ; _ LOT 43 0.934 ACRES 1.059 ACRES LOT 14 LOT 9 Z z 0.946 ACRES PEN SPACE C) 0.997 ACRES LOT 64 (1.2 0.977 ACRES LOT 28 1.610 ACR S LOT 44 �' ~� " r� S W w m I . LOT 73 1.035 ACRES LOT 1 072 ACRES 1.129 ACRES LOT 8 LOT 74 LOT 65 A 005 ACRES LOT 5 1.211 ACRES 0.920 ACRES 1.278 ACR OT 72 F` :! Q 27 LOT 45 : \\LOT 1,.J 0.976 ACRES 1.01 ACRES' 0.989 ACRES TM 90E PAR 67 Tm 89 PAR 74 LOT 16 1 LOT 66 M. LISLE LOT 7 - N �i TURNER C. OR CHRISTINE Lu JODI M. WHITE 0.973 ACRE 0.960 ACRES DB 3049 PC 646 DB 1799 PC 233 00 )48 ACRES LOT 54 N LOT 71 (SWM #6 ZONED: R I ZONED: RA 'A ! 3n 1.129 ACRES USE: RESIDENTIAL U) USE: RESIDENTIAL ��T 26 V 1.094 ACRES TJR_AIL'4.CON NECTION 1.0 ,7 ACRES LOT 46 TO 5 5 0.986 ACRES LO 76 TM 9 E PAR 66 A LOT 17 INA RICHARD FALM&W V1% A LOT 6 0.933 CRES LOT 67 MARGARE 0.982 ACRES 9, HARRISON 0 0 21 ACRES 4 DB 3 13 PC 293 )T LOT 25 LOT 53 0.959 ACRES Z NED: R1 11.009 ACRES 1.128 ACRES USE.- siDK1vT1AL------ 0.931 ACRES LOT 47 1.045 ACRES TM goE PAR 66 LOT 18 B UCE R. OR KELLY J.. HATHAWAY LOT 24 U.J,) I AUKt- DB 2951 PC 733 Cf) ZONED: RI 0 936 ACRES z 978 ACR LOT 68 RESIDENTIAL LOT 69 USE C) 1.058 ACRES LOT 52 LOT 0,963 ACRES 100' STREAM BUFFF-K'-"', 0.929 ACRES 0.972 ACRES OP N SPACE J I TM 90E PAR A M #2 SA N LOT 19 LOT 23' 1,129 ACRES Op n D 2.38 Ac MOSBY MOUNTAIN 7c 391 Affes le '3,, COMMUNITY ASSOCIATION ACRES ��A DB 3251 PC 113 OP CIL. > 11-1 ZONED: RI A USE: OPEN SPACE Lot 49 Lot 50 Cn v" ace B Or 0.962 Acres 0,939 Acres Lot 77 L 7- 54 1,222 ACRES 0 SWM #3 0.974 ACRE-S '.e v.jzo LOT 92- Lot 78 LOT 89 ui LOT 88 080 ACRES L22 0.946 Acre T 0.981 ACRES 1-4 LACE` 1.128 ACRES V089 ACRES, VICTOP, P 0.971 Acres LOT 21 TM go PAR 3B > ARTHUR P. PETTY JR. 0.924 ACRES DB 2696 PC 700 C/) (A ZONED: RA �SiVI #7� 00 USE: RESIDENTIAL C/) > Lot 48 --1 Lo Lot 83 C E ores .108 Acres -Ph. Z SWM #5 0.964 Lot 84 I-097 Acres Lot 80 C5 STREET C 40 1.316 Acres Lot 82 0.939 Acres (0 TM 90 PAR 3A 01 Cj % 0.965 Acres RICHARD HEWITT 0 00 Ope space T (4 C) TM 90 PAR 4C 0 Lot 81 DB 2017 PC 337 00 Cn REBECCA Y GORDON 0. 4 Acres 0.928 Acres ZONED: RA W Zl UOT 87 IJA USE: RESIDENTIAL i (5 DB 3337 PC 620 LOT 93 C) ZONED: RA 1.037 ACRES USE. RESIDENTIAL P Lot 85 LOT 96 1.419 ACRES LOT95 LOT 94 m 1.112 Acres Lo 1.380 AC ES 0.923 ACRES 0.938 ACRES �-A 04 1 Ty go PAR 43 0.929 es 87' pll--447- LEIGHTON C. DUBOSE ----------- DB 1278 PC 658 ZONED: RA 50.841 open Space E, I USE: RESIDENTIAL Lot 86 340.49 1111a Hill I mf� Lot 2 0.266 Acres i 0.920 Acres 00 0.961 Acres ) 0 SrA. 274-931, Lott j - ( 0.940 Acres �D t 'v OLD j 631 E U) TM go PAR 41 TM go PAR 42 1 TM 90 PAR 40 j OLDBrAM OR� RD. PSP 8 JOHN S. OR ANN H. SETH A Ty go PAR 4B TM 90 PAR 39 JOHN S. OR ANN H. 1 CHRISTINE E. UREZ5� SWM #1 C2) ROBERT BENEDIC! WRIGHT WRIGHT I PSP 5 (24 f= GERALD M. MONTOYA DB 916 PC 556 DB 1683 Pa 134 1 OR ALAN S. COHN DB 14,07 PC 585 DB 2154 PC 664 1 SID 11 DB 1743 PC 141 ZONED: RA ZONED: RA ZONED: RA ZONED: AA TM go PAR 44 Open Spar TIAL USE: VACANT USE RESIDENTIAL ZONED: RA USE: RESIDENTIAL USE: RESIDENTIAL i MICHAEL L. LLOYD & 6.343 A Z D B USE. RESIDENTIAL ALLISON R. BREWER 3olo PC 072 PHASE A LIMITS ZONED: RA USE: RESIVENTiAL. ET D PSP 12 ----------- 0 ----------------- - - �D PS P7 w PSP 10 PSP 13 m KEY MAP DOM. PROJECT NO:13.0039 INDEX TITLE: PSP4 150 0 150 300 450 SHEET NO: 4 OF 14 0 ME SCALE: I" = 150' DATE: 7/7/2014 � E C\1 Q CQ C (D 5. in 4) cf) Cf) C E c w 0 un F on mm folfy.j (28.51 AG)v/ SWM #8 > LOT 60 OPEN SPACE J 1.231 ACRES ✓ (22.38 AC) LOT 38 0.945 ACRES LOT 37 MICHA YERS LOT 12 LOT 39 OPEN SPACE H Lic o. 33028 0.981 ACRES 1.229 ACRES 1.334 ACRES (3.67 AC),/ 3�- flE FFER LOT 40 0) 0.988 ACRES T 10NAL LOT 11 LOT 41 0.982 ACRES 0.926 ACRES LOT 62 TM 90E PAR A LOT 61 1.378 ACRES 1�1 MOSBY MOUNTAIN LOT 13 COMMUNITY ASSOCIATION 2.074 ACRES LOT 42 L01 bb it MAN 419 0.980 ACRES ZONED: R I LOT USE: OPEN SPACE 1.048 ACRES LOT 57 LOT 2\ 0,942 ACRES LOT 56 1.105 ACRE 1 1.054 ACRES\ .416 ACRES LOT 63 ` ; _ LOT 43 0.934 ACRES 1.059 ACRES LOT 14 LOT 9 Z z 0.946 ACRES PEN SPACE C) 0.997 ACRES LOT 64 (1.2 0.977 ACRES LOT 28 1.610 ACR S LOT 44 �' ~� " r� S W w m I . LOT 73 1.035 ACRES LOT 1 072 ACRES 1.129 ACRES LOT 8 LOT 74 LOT 65 A 005 ACRES LOT 5 1.211 ACRES 0.920 ACRES 1.278 ACR OT 72 F` :! Q 27 LOT 45 : \\LOT 1,.J 0.976 ACRES 1.01 ACRES' 0.989 ACRES TM 90E PAR 67 Tm 89 PAR 74 LOT 16 1 LOT 66 M. LISLE LOT 7 - N �i TURNER C. OR CHRISTINE Lu JODI M. WHITE 0.973 ACRE 0.960 ACRES DB 3049 PC 646 DB 1799 PC 233 00 )48 ACRES LOT 54 N LOT 71 (SWM #6 ZONED: R I ZONED: RA 'A ! 3n 1.129 ACRES USE: RESIDENTIAL U) USE: RESIDENTIAL ��T 26 V 1.094 ACRES TJR_AIL'4.CON NECTION 1.0 ,7 ACRES LOT 46 TO 5 5 0.986 ACRES LO 76 TM 9 E PAR 66 A LOT 17 INA RICHARD FALM&W V1% A LOT 6 0.933 CRES LOT 67 MARGARE 0.982 ACRES 9, HARRISON 0 0 21 ACRES 4 DB 3 13 PC 293 )T LOT 25 LOT 53 0.959 ACRES Z NED: R1 11.009 ACRES 1.128 ACRES USE.- siDK1vT1AL------ 0.931 ACRES LOT 47 1.045 ACRES TM goE PAR 66 LOT 18 B UCE R. OR KELLY J.. HATHAWAY LOT 24 U.J,) I AUKt- DB 2951 PC 733 Cf) ZONED: RI 0 936 ACRES z 978 ACR LOT 68 RESIDENTIAL LOT 69 USE C) 1.058 ACRES LOT 52 LOT 0,963 ACRES 100' STREAM BUFFF-K'-"', 0.929 ACRES 0.972 ACRES OP N SPACE J I TM 90E PAR A M #2 SA N LOT 19 LOT 23' 1,129 ACRES Op n D 2.38 Ac MOSBY MOUNTAIN 7c 391 Affes le '3,, COMMUNITY ASSOCIATION ACRES ��A DB 3251 PC 113 OP CIL. > 11-1 ZONED: RI A USE: OPEN SPACE Lot 49 Lot 50 Cn v" ace B Or 0.962 Acres 0,939 Acres Lot 77 L 7- 54 1,222 ACRES 0 SWM #3 0.974 ACRE-S '.e v.jzo LOT 92- Lot 78 LOT 89 ui LOT 88 080 ACRES L22 0.946 Acre T 0.981 ACRES 1-4 LACE` 1.128 ACRES V089 ACRES, VICTOP, P 0.971 Acres LOT 21 TM go PAR 3B > ARTHUR P. PETTY JR. 0.924 ACRES DB 2696 PC 700 C/) (A ZONED: RA �SiVI #7� 00 USE: RESIDENTIAL C/) > Lot 48 --1 Lo Lot 83 C E ores .108 Acres -Ph. Z SWM #5 0.964 Lot 84 I-097 Acres Lot 80 C5 STREET C 40 1.316 Acres Lot 82 0.939 Acres (0 TM 90 PAR 3A 01 Cj % 0.965 Acres RICHARD HEWITT 0 00 Ope space T (4 C) TM 90 PAR 4C 0 Lot 81 DB 2017 PC 337 00 Cn REBECCA Y GORDON 0. 4 Acres 0.928 Acres ZONED: RA W Zl UOT 87 IJA USE: RESIDENTIAL i (5 DB 3337 PC 620 LOT 93 C) ZONED: RA 1.037 ACRES USE. RESIDENTIAL P Lot 85 LOT 96 1.419 ACRES LOT95 LOT 94 m 1.112 Acres Lo 1.380 AC ES 0.923 ACRES 0.938 ACRES �-A 04 1 Ty go PAR 43 0.929 es 87' pll--447- LEIGHTON C. DUBOSE ----------- DB 1278 PC 658 ZONED: RA 50.841 open Space E, I USE: RESIDENTIAL Lot 86 340.49 1111a Hill I mf� Lot 2 0.266 Acres i 0.920 Acres 00 0.961 Acres ) 0 SrA. 274-931, Lott j - ( 0.940 Acres �D t 'v OLD j 631 E U) TM go PAR 41 TM go PAR 42 1 TM 90 PAR 40 j OLDBrAM OR� RD. PSP 8 JOHN S. OR ANN H. SETH A Ty go PAR 4B TM 90 PAR 39 JOHN S. OR ANN H. 1 CHRISTINE E. UREZ5� SWM #1 C2) ROBERT BENEDIC! WRIGHT WRIGHT I PSP 5 (24 f= GERALD M. MONTOYA DB 916 PC 556 DB 1683 Pa 134 1 OR ALAN S. COHN DB 14,07 PC 585 DB 2154 PC 664 1 SID 11 DB 1743 PC 141 ZONED: RA ZONED: RA ZONED: RA ZONED: AA TM go PAR 44 Open Spar TIAL USE: VACANT USE RESIDENTIAL ZONED: RA USE: RESIDENTIAL USE: RESIDENTIAL i MICHAEL L. LLOYD & 6.343 A Z D B USE. RESIDENTIAL ALLISON R. BREWER 3olo PC 072 PHASE A LIMITS ZONED: RA USE: RESIVENTiAL. ET D PSP 12 ----------- 0 ----------------- - - �D PS P7 w PSP 10 PSP 13 m KEY MAP DOM. PROJECT NO:13.0039 INDEX TITLE: PSP4 150 0 150 300 450 SHEET NO: 4 OF 14 0 ME SCALE: I" = 150' DATE: 7/7/2014 C � 50' R/N -�� � COMPACTED 5UBCRADE 05y3 COMPACTED Final pavement design to be based on ootuu| CBR values. 10' o A»»kutkm 2� 3LOPE BASE MATERIAL 6" VDOT TYPE 1, SIZE 21A 4' . (l l 50' R/VV ' 4 ' | MIN i 12' _|_ 12' COK�PACTED �UB�RAOE 85% COMPACTED Final pavement design to be booed on actual CBR values. o 400|icoUnn r,Y- q|0PF BASE MATERIAL 6' VD0T TYPE 1, 5|Z[ 21A 4' . 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PROJECT NO:13.003S \ \ \ ' \ \ \ ) / \ �| i \ / \ \ \ \ ) / | ' / / | / `` `^ `` ``} / / -- , ' , � \ 11 \ / / ` . ) � / / /. / ' � /y' // // . / / / / /' / / / / . / ' \ ``\ \ / / / / ._ -_ _ -- -- '- ' '~'' '/, ''' / / � �/ INDEX TITLE: \ / / / ��' /' / /'� / / //' /// /'/�� // /// / / / / / / / / / / | ���V\ ` / / ( / / / /. �/ / `\� � '' /' ^ - -_��' � ~ � ~ '~ ~' ~ _ �� _ _ _ � _ ~- -- —� -' �^^' ,' � &'� ��'/ �/ // '��r / �� ~~/'(// /// �I / /' / /' / / '/ /' / ' // / / , /' // // '� / � � / / | // / /' / / / // / / ` -- ' ~' ' '~ ^_ '~ ,,/' ',~ '^ ' .' ' / \ / '' / ��� / / ' / ' // /// / //.'��/' , / // ,_//,'.'/�/ 11 "I \��/� /�L / / /��� -����-�| .�}~r� /11 - ��-- '�"-_�''`-�-�_--'= ��-���-�==__-_ 11 �_`��^' __- ___L`���_~-I ^_-"'`//`�_' -�� /' - ~�r~ /''/�///` ' u� � �-~ -~� �-� @~ �� �� �� ' ' ' ` NN ` I'll ' ' ' ' . 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PROJECT N0:13 Ol t r � � / � , ,:- i \ , r / / l ' " /' _..._._ ._ -- _ _ i ! / /, / \ \ \ \ __ __..._. _.__ - _ ____• _ - -- - .: - __ ..: , ; ( ! ,; / / t/ r \ \ \ \ \ \ _ INDEX TITLE: r / , / } 1 . ;LOT .>348 A `CRES r � 1 I / . t r _ - - -- -'' / / / 0. .CRS : - ✓ -..._ .--e _..._ _ -_ .. / / \ __.. :'' _ _, , i l i l I l i / / / / ' \ \ \ \ n \ \ • / -: __._.... _.. _ - / 98th A � __.- -_ - -- ,. - / / / , / _ - - - _ _ _ i r r l / * \ \ \ _ " : i 1 / ■ i / l _ _ _ , \ \ t N \, ?`Ill v�.Ri i SHEET N - - � -`� ; t r / T O. 8 OF 14 50 0 50 100 150 1 " =50' DATE: 7/7/2014 ( \ / -,- ') \ , I I I 1, ' \ '\\0.9'p2 ACRES,, \ � I " � I ; , I I 1�� m I I ! ,� . , I , , -1 1 1 7,!�!,, 1 / �� , ;/!.. ,� , I , 11 1 i j r )i � I , , i � . I :/ . 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