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HomeMy WebLinkAboutSDP201100057 Plan - Approved Final Site Plan and Comps. 2012-02-10Ix I id ENO,I�:\ .���1� ��I��\low 1�11�:1.1t I�l\...�1�1 1�: Inl..\ SHEET NO. DRAWING NO. TITLE 1 OF 28 C-1 COVER SHEET 2 OF 28 C-2 PROFFERS 3 OF 28 C-3 VARIATIONS AND ZMA AMENDMENTS 4 OF 28 C-4 GENERAL NOTES AND LEGEND 5 OF 28 C-5 EARTHWORK SPECIFICATIONS 6 OF 28 C--6 O)VERALL PLAN 7 OF 28 C-7 EXISTING CONDITIONS AND DEMOLITION PLAN 8 OF 28 C-8 SIITE LAYOUT PLAN 9 OF 28 C-9 SIITE UTILITY PLAN 10 OF 28 C-10 SIITE GRADING AND DRAINAGE PLAN 11 OF 28 C-11 INGLEWOOD DRIVE PROFILE, SECTIONS AND DETAILS 12 OF 28 C-12 RETAINING WALL DETAILS 13 OF 28 C-13 WATER AND SANITARY SEWER PROFILES 14 OF 28 C-14 STORM DRAIN PROFILES 15 OF 28 C-15 DRAINAGE AREA MAP 16 OF 28 C-16 STIORM DRAIN CALCULATIONS 17 OF 28 C-17 STORM DRAIN CALCULATIONS AND ADS NYLOPLAST DETAILS 18 OF 28 C-18 EROSION AND SEDIMENT CONTROL NARRATIVE 19 OF 28 C-19 EROSION AND SEDIMENT CONTROL PLAN - PHASE 1 20 OF 28 C -19A EROSION AND SEDIMENT CONTROL PLAN - PHASE 2 21 OF 28 C-20 EROSION AND SEDIMENT CONTROL DETAILS 22 OF 28 C-21 S70RMWATER MANAGEMENT NARRATIVE DETAILS AND CALCULATIONS AND EROSION AND SEDIMENT CONTROL DETAILS 23 OF 28 C-22 ACSA STANDARD DETAILS 24 OF 28 C-23 SIITE PLAN DETAILS AND PAVEMENT DESIGN WORKSHEET 25 OF 28 C-24 PHOTOMETRIC PLAN 26 OF 28 C-25 PHOTOMETRIC DETAILS 27 OF 28 C-26 LANDSCAPE PLAN 28 OF 28 C-27 LANDSCAPE DETAILS, NOTES AND SCHEDULES SITE DATA OWNER: ALBEMARLE PLACE EAAP, LLC 7200 WISCONSIN AVENUE, SUITE 400 BETHESDA, MD 20814 (301) 652-7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHER@EDENSANDAVANT.COM DEVELOPER/APPLICANT/CONTRACT PURCHASER: JOHNSON DEVELOPMENT ASSOCIATES, INC 340 EAST MAIN STREET, SUITE 500 SPARTANBURG, SC 29302 (864) 585-2000 ATTN: DANIEL ROUNTREE EMAIL: DROUNTREE©JOHNSON DEVELOPMENT. NET ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE@WWASSOCIATES.NET SOURCE OF TITLE: KIRK HUGHES & ASSOCIATES TOTA!._ THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCEL TMP 61W -3-19B. FT NOTE: SQ & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT GRADING FROM EROSION AND SEDIMENTATION CONTROL PLAN, WPO 2009-00074 FOR COORDINATION PURPOSES. WATER PROTECTION AREA: 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: TM 61W, PARCEL 3-19B • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (;WPO 2009-00074) OVERLAY DISTRICT: • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WPO 2008-00068) • ALBEMARLE PLACE TOWN CENTER/ACSA OFF—SITE SANITARY SEWER PLAN DWELLING UNITS/DENSITY: • ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF—SITE SANITARY SEWER • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WPO 2010-00023) BUILDING E2-1 • STONEFIELD BOULEVARD ROAD PLAN (WPO 2011-00031) MALL 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. WNI DOD 4. PRELIMINARY PLAN SDP 2011-00019 ENCOMPASSES THE AREA ASSOCIATED WITH THIS PLAN. 0 SQ FT 65,988 SQ RD 1 ADDRESSED COUNTY, ACSA, AND VDOT COMMENTS DAT 1 1/1 1 /11 276,650 SQ FT 2 ADDRESSED COUNTY, ACSA, AND CLIENT COMMENTS DAT 12/22/11 FT (1.111 AC.) 14.6% NO. SHEET REVISION BY I DATE I NO. SHEET REVISION AU`kG_1UST 26, 201 SDP 2011-00057 N KIRK HUGHES & ASSOCIATES TOTA!._ DATED: APRIL 10, 2008 332,704 SQ REVISED: DECEMBER 18, 2009 SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES 1,296,372 0 FT REVISED: DECEMBER 18, 2009 SQ & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 �a ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: 0 WATER PROTECTION AREA: N/A (NON—WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61W, PARCEL 3-19B ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT PROPOSED USE: FASHION DWELLING UNITS/DENSITY: 250/32.73 (250 UNITS/7.638 ACRES) MAXIMUM NUMBER OF EMPLOYEES: 8 SQUARE ON—SITE COMPACTOR WITH RECYCLE BINS BUILDING E2-1 BUILDING E2—II BUILDING E2—III BUILDING G1 BUILDING G2 BUILDING G3 FT MALL SQ FT WNI DOD F. 0 SQ FT 65,988 SQ RD AC.) 19.8% 210,662 SQ FT 276,650 SQ FT ITE 0 SQ FT 48,414 SQ FT (1.111 AC.) 14.6% 180,260 SQ FT 228,674 SQ FT IMPERVIOUS AREA 0 SQ FT 265,468 SQ 0 AC.) 79.8% 1,082,064 SQ FT 1,347,532 SQ SEMINOLE RECREATIONAL AREA 0 SQ FT SQUARE FT (0.258 AC.) 3.4% 24,637 SHOPPING FT 35,869 SQ FT CENTER OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC O9� r (� IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE 250 US BYPASS ARE INDEPENDENT ENTITIES. U7 3) CIVIC SPACE AND ROADS/PARKING AREAS BOTH INCLUDE S� �P AREAS. 4) GREEN SPACE AND ROADS/PARKING AREAS BOTH INCLUDE PARKING ISLANDS. v� �o 5) BECAUSE OF o� ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. VICINITY MAP SCALE: I"=2000' K�`1�.•Ll�yl�rrr•TP� i .. Ii�l►q�11„IIIfNP�� , 1;;11;; ,�NINE— !7 1�� 6,16,.� , 1 l� = 14nna��u�inlunmil rl I��J _.. _, _ ter— .. �, •� so le ;�� :�i I , . � • I I I I I �r�•l I I rt ��' ��. �—i . I � l I: Ill T-- c1 -I 01-11C2-111 NORTHROP _I SWANSt� � I GRUMMAN _ ! AN :.I . A -IV A -I ---------------------- U.S. ROUITE129 — (SBQ U.S. ROUITE 29 — (NBL PRELIMINARY PLAN EXHIBIT SCALE: 1 ”=400' k*0101 (a � , SITE DATA (CONTINUED SOURCE OF BOUNDARY SURVEY: KIRK HUGHES & ASSOCIATES TOTA!._ DATED: APRIL 10, 2008 332,704 SQ REVISED: DECEMBER 18, 2009 SOURCE OF TOPOGRAPHY: KIRK HUGHES & ASSOCIATES 1,296,372 DATED: APRIL 10, 2008 FT REVISED: DECEMBER 18, 2009 SQ & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON—WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61W, PARCEL 3-19B ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT PROPOSED USE: RESIDENTIAL (MULTI—FAMILY GARDEN STYLE RENTAL APARTMENTS) DWELLING UNITS/DENSITY: 250/32.73 (250 UNITS/7.638 ACRES) MAXIMUM NUMBER OF EMPLOYEES: 8 TRASH: ON—SITE COMPACTOR WITH RECYCLE BINS BUILDING E2-1 BUILDING E2—II BUILDING E2—III BUILDING G1 BUILDING G2 BUILDING G3 BUILDING G4 BUILDING G5 I HEIGHT (FT): 52'-4"' 52'-4" 52'-4" 24' 15'-1" 24' 24' GROSS SQUARE FEET: 101,589 122,336 71,266 4,070 1,593 12,022 4,070 1,593 TOTAL PREVIOUSLY SUBMITTED LAND USE SCHEDULE: EXISTING PROPOSED SUBMITTED TO DATE PARKING REQUIRED: TOTAL REQUIRED BY COUNTY DETERMINATION ON 10-7-11 — AS SHOWN ON SHEET 3: 396 TOTA!._ 0 SQ FT 332,704 SQ FT (7.638 AC.) 100% 1,296,372 SQ FT 1,629,076 SQ FT SPACES OF WHICH 4 ARE VAN ACCESSIBLE) z z tz. BUILD'^!GS (FOOTPRINT) 0 SQ FT 85,217 SQ FT (1.956 AC.) 25.6% 294,278 SQ FT 379,495 SQ FT ROADS/PARKING 0 SQ FT 141,813 SQ FT (3.256 AC.) 42.6% 696,396 SQ FT 838,209 SQ FT GREEN SPACE 0 SQ FT 65,988 SQ FT (1.515 AC.) 19.8% 210,662 SQ FT 276,650 SQ FT CIVIC SPACE 0 SQ FT 48,414 SQ FT (1.111 AC.) 14.6% 180,260 SQ FT 228,674 SQ FT IMPERVIOUS AREA 0 SQ FT 265,468 SQ FT (6.094 AC.) 79.8% 1,082,064 SQ FT 1,347,532 SQ FT RECREATIONAL AREA 0 SQ FT 11,232 SQ FT (0.258 AC.) 3.4% 24,637 SQ FT 35,869 SQ FT NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS/PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS/PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) IF IN THE FUTURE FIRST STREET IS EXTENDED TO MEET COMMONWEALTH DRIVE THE AREA OF GREEN SPACE WILL IBE REDUCED BY 0.056 ACRES. PARKING REQUIRED: TOTAL REQUIRED BY COUNTY DETERMINATION ON 10-7-11 — AS SHOWN ON SHEET 3: 396 SPACES (APPROXIMATELY 1.58 SPACES/UNIT) PARKING PROVIDED: IN GARAGES 42 (INCLUDING 1 HANDICAPPED SPACES) IN PARKING LOT 354 (INCLUDING 8 HANDICAPPED SPACES OF WHICH 4 ARE VAN ACCESSIBLE) TOTAL PROVIDED: 396 (INCLUDING 9 HANDICAPPED SPACES OF WHICH 4 ARE VAN ACCESSIBLE) APPROVALS DATE DEPARTMENT OF COMMUNITY DUVELOPWNT PLANNING/ZONING �o , ENGINEER INSPECTIONS Z ARB DEPARTMENT OF FIRE & RESCUE Z ALBERMARLE COUNTY SERVICE A HO ITY z z tz. VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 1� I3 OP P ENGIINEERS SURWEYORS ' PLANNERS ASSOCIATES 0-'z z-11 J� PO Box 4119 3040 Avem.ore Square Pl. , ! Lynchburg, VA 24502 Chauloacsviille, VA 22911 'rONATL y Phone: 434.316.6080 Phone: 434.984.2700 BY DATE I I I vmv.wwassociates.net DESIGNED BY: PROJECT: DMJ THE HAVEN AT STONEFIELD DRAWN BY: To ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: COVER SHEET HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 211001.04 21100104C_C-01.dwg H: AS SHOWN 8/26/1 1 V: N/A SET REV. NO 2 DRAWING NUMBER: C-1 SHEET NUMBER: 1 of 28 CA 3� "ya ", C.i 1 Q J, 1* C) , 0 0 , � 04 ---1 X31 3t '10 --� Z �s a- tw- ?7"; -J 114( Z tz a 14 8 , � C4 --.1 ,*, C % E a- 4) > q) Q C 0 Q) r - 4C 0 *3 ,- 0 0 ,- � CN �� El "I'll, I 11 11 11 I -�111 I I , - - ��, �11 , I , I '11 � I I I I �, ,� ,� �, " � ���,�� 11 - I I I i I - I I �� ------ - 1, - � I I 1, Ofiginal Proffen, � I "I 1�1 I - I'll, 11111 I � ��, "'O , , , � I I I Original Proffer. i 4 1 ��� �� ��- � ,, ,,�; I I Original Proffer i :� ,�, - � EE,�� - � i , I � I I I 11� I I ��-� I I Z � � I -iv admei i � i I � �, �J::��;� �,-, , �� ��,,� , An ,i , t: X � Awendmcnt� X I 1� - 11 Amendment: X i I I I i I I 11 Z Z .. � � � Z : I I I � I A� Phase 1: Plaase I of the P Ject shall be composed of Blocks A, B, C and D as shown on �� semice" is not placed into operation by the date, �yf 1-s4svo.ance, of the first occupaucy pennit for � Department of Community Development and that the, precise boundaries and size of the � .. . � I � rcu � ' I I "I Z a commercial building in Albemarle Place,then the Owner shall contribute Seven Thousand Short -Tom Iniprovements Dedication Area may be aqjusted according I . . the Application Plan, .and as shown in more detail on Exhibit A- 1 attached hereto ("Phase I gly� ', �� I"), and shall include street and utility improvements to serve the plannedbuilding I Dollars ($7,000.00) per annurn, for a period not, to exceed five years, to CAT for costs I . COUNTY OFALBEMARLE im�provements contained witWn Phase I � As part of Phase 1, the O,�Amer shall design and, � associated with opexating existing CAT bus route(s) that provide service to Albemarle Place. The Owner shall dedicate the, Short -Term Improvements Dedication Area to the consttuct Albemarle Place Boulevard (also known as Fourth Street/Cedar Hill Road) � Coinnionwealth of Virginia infee simple by October 1, 2010, or within thirty (30) days after � Deparilment of Community Development I 1 401 McIntire Road, North Wing C"Albernarle Place Boulevard�'), fi-oin Hydraulic Road to the point wl-tere Albemarle Place 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five the County approves the subdivision plat :necessary to dedicate the Short -Term Cliarlottesville, Virginia 22902-4596 1 Boulevard connects -kArith the new planned western entrance to the Sperry Marine facility in Hundred Thousaxi(d Dollars ($1,500,000.00) (hereinafter referred to as the "Total Improvements Dedication Area,, whichever is first to occur. In addition to the dedication of Phone (434)1 5832 Fax!L43 Contribution!) to the County for the, purpose of fundin capital improvements related to I 1 J4 972-4IZ6 I the locationshown on the Application Plan, and as shown in more detail on Exhibit A-11. I I 9 the Short -Term Improvements Dedication Area, the O'%mer shall dedicate wrid convey all I This first phase of Albemarle Place Boulevard shall include all supporting utility I Albemarle Place, The contribution shall be paid as follows.- (a) Three Hundred and Seventy I 11 I necessary drainage and construction easements for the S,hort-Term, Route 29/Hydraulic Road infrastructure on such street and shall be completed prior to issuance of a final certificate of Five Thousand Dollars ($3,75,000.00) shall be contributed to the County within thirty ( ,30) Improvements. If the Short-Terin ImprovemerLts Dedication Area is not dedicated and September 14, 2011 occupancy for any buildings within Blocks A, B, C and D. Construction of the first phase of days after the first final site plan or subdivision plat containing residential dweUing units is conveyed as part, of a subdivision plat, the 0,wner shall pay all costs of surveying and , , Albemarle Place Boulevard shall be deemed complete when it is constructed in conformance approved for Albemarle Place; (b) an additional Three Hundred and Seventy Five Thousand preparing legal documents in a formi acceptable to the Office of the Attomey General - I I I I Dollars ($375,000.00) of the total contribution shall be contributed to the County prior to the, - Valerie Long I I �vith the plans approved by the Virginia Department of Transportation (WDOT") and the I necessary to dedicate and convey the Short -Term Improvements Dedication Arealand, CIO William$ Mullen County Engineer bas approved it for vehicular travel, No more than three hundred seventy issuance of a certi-Alcate of occupancy for the first residential dwelling unit in Albemarle I thousand (370,000),square feet of commercial space and one hundred seventy (170) dwelling Place, and (0 the remaining Seven Hundred Fifty Thousand Dollars ($750,000.00) of the - 321 E. Main St, Ste. 400 1 - , - I � After dedication and until the, subject regional transportation improvements are f1raded for I : Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) Charlottesville, Va. 22902 1 units may be constructed within the Project until the remainder of Albemarle Place � construction, the 0,Aqie,r shall, at the request of the County, and with the, consent of the I ' I Boulevard is constructed to the new planned intersection with U.S. Route 29 ass,hown oil the �� per residential dwelling unit at the time certificates of occupancy are issued for the first two Commonwealth of Virginia, maintain the Short-Terin Improvements Dedication Area land I I , R E,�� ZMA201100004 Albemarle Place - Proffer Amendments Application P lan. Notwithstanding anything to the contrary contained ill this Paragraph I A, hundred fifty (250), dwelling units. No additional contribution shall be required for the next until requested by the County to no longer do so provided the Owner is granted the right to , I I I I I TAX MAPIPARCELS: OGIWO-03-00-019AO, 061WO-03-00-01980,,061WO-03-00-02300,061WO- . -idscaped open space, a pocket park, temp0rary parking, 'I- I I I 11 03-00-02400� 061WO-03-00-02500 the 0,,Amer shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit A- . two hunched fifty (250) dwelling utifts. the exelusive use of the, land for lat as m , I I '� I I 1) for the installation of infrastructure to serve the Phase 1 building improvements to be I fencing, signage, utilities or other purpose - ay be approved with the final site plan for the I I I I I On September 7, 2000, the Board of Supervisors unanimously approved the above I noted re- constructed in Blocks A, B, C and D, If, five (5) years from the date of approval of the first final site plan or subdivision plat for first phase of Albemarle Place, Upon being requested by the County to no longer maintain zoning subject to the attached proffers, date Augus .5, 2 1 1 � Please refer to this document for residential dwelling units, the Total Contribution has not been fully paid, the balance of the the land, the Owner shalt cease all use of the land and remove all improvement-, established . � d I t 0 � I I ' (30) days upon r quest b I any future applications and requests on this property. B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F and G as shown on the , Totad Contribution shall be contributed to the County within thirty e y by the Owner that -the Caunty requests be removedt, I I I I I the County� If this fund has not been exhausted by the County for the stated purpose within I Application Plan and as showrini more detail on Exhibit A- I C'Phase 2"), anti shall include : I Please be advised that although the Albem4rle County Board of Supervisors took action street and utility improvements to serve the planned building improvements contained within five (5) years from the date the last contribution is made, all unexpended funds, shall be In the event that the, adopted design for future public intersection impro-vemerits does not ' on the project noted above, no uses on the propeqy as approved above may lawfully Phase I As part of Phase 2, the Owner shall design and construct Albemarle Place refunded to the Owner, require the utilization of all of the Short -Term Improvements Dedication Area land, upon the begin until all applicable approyals have been received and conditions have been met. Boulevard from the, point where it connects with the new planned western entrance to the OwnWs request, the residual portion of the, dedicated land shall be transferred to the Owner This ineWdes: . Sperry Marine facility north and east through.131ocks E, F and G to the new, planned In addition to the foregoing, after building pennits have been issued for the first five hundred at no oxpe,nseto the Owner. The deed(s) of dedication for the, Short-Teim, Improvements I intersection wit shall pay to the County Three I h U.S. Route 29 as, shown on the Application Plan and as shwAm in more, (500) dwelling units within Albemarle Place,, the Owner DedicationAaeamay provide for such conditions, I � * compliance with applicable PROFFERS; detail on Exhibit A-1, This second phase, of Albemarle Place Boulevard shall include all Thousand Dollars ($3,000.00) prior to the issuance of a building permit for each new . I 0 approval of and compliance with SITE PLANS; and I I I I I residential dwelling unit thereafter. 10. Reservation and Dedication of Additional Land for Route 29 and Hydraulic Road I I W approval of ZONING COMPLIANCE CLEARANCES. supporting utility infrastructure on such street and shall be completed prior to issuance of a I I Intersection Improvements: The Owner shall reserve for fixture dedication to the County, . I I final certificate of occupancy for any buildings within Blocks E, F mid G, Construction of I I the second phase of Albemarle, Place Boulevard shall be deemed complete whtmit is 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At ils � , subject to the conditions herein below, certain additional land on the Property for the right of � I I I If you have questions or comments regarding the above -noted action, please do not hesitate toi constructed in conformance wi�th the plans approved by VDOT and the County Engineer has expense, the Owne,r shall plat., design, bond and construct travel lane improvements to be way for future Hydraulic Road and Route 29 related regional transportation improvements I I dedicated for publitc use on its Hydraulic Road and Route 29 frontage, The design shall be I contact Rebecca Ragsdale at 296-5832, approved it for vehienlar travel. Notwithstanding,, anything to the contrary mintained in this � (the "Long -Tenn Route 29/Kydraulic Road Improvements") as follaws: (a) the area shown Paragraph 113, the, OvNqier shall be permitted to utilize, portions of the Phase 2 land (as shown subn-dtted with the first site plan for the initial phase, of Albemarle Place. The subject as "Parcel Al 1,432 S.F." oji Exhibi ' t H; and (b) aray portions of the parcels shown on E�diibit I frontage irnprovements are depicted by Exhibit F, "Short Term Route 29 Transportation I that were not previously dedicated to the Commonwealth of Virginia for the Short -Term Sincerely, I on Exhibit A-1) for the installation of infrastructure, to serve the Phase I building � f *1 -, � I improvements to be constructed in Blocks A, B, C and D, Notwithstanding anything to the Improvements," 'The County may n-eqiire these. improvements to be completed as a Route 29/Hydraulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the I I contrary contained in this paragraph I B or in paragraph 1 A aboye, final certificates of prerequisite to the iissuance of any certificates of oocqpancy, The construction of the subject "Long -Tem Improvements Dedication Area�') provided, however, that the subdivision plats �- I improvements shalll be deemed complete, When. they are constructed in, conformance with the depicting the Long -Tenn Improvements Dedication Area axe subject to final approval by the e'o'y, - ' V I I I occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold . I` , I 1� I I V. Wayne ilimberg - "Ll I ,,-- � plans approved by'VDOT and opened to public use. as approved. by MY � County Department of ,Community Development and -that the precise boundaries aad size of - levels contained in paragraph I A, provided that the Owner (i) has constructed at least a I � 011rector of Planning -��," �n,� ,�15�111 I . . �- �, � 11 1� ,��'- I I I I ' the Long -Term Improvements Dedication Area may, be 4justed accordingly. I I - - I'll -n n . ,��'� �:i�,, kllo�;,�� ,� - 1, �-,�j I I - ":�� andards acceptable to the Director of Comi u ityDevelopment) , 1-1 . I I - I ---- , x��: )ori ,t, st, " �, �', � , ,:, � -,,�,- temp , , �Ky, road (a , �� "I '�,� , , I I I I I - I 11 'I',, 1� I � �'� -,'' * , %, � � 1 �'_:,� � � , , I Its ', � I , ) 11 �j�,.! - f, � ,�� , , - ;;�, 1 V� � ,�i "- j 'I I I I - ; ; � � I I I ,�, 1 ��, I - I I . em'e"n"' *'1k`Q"P"Q�t t,C�q4e&V � , , " � � 'I � it C T " 11 'I, S. Construction of (W -Site Improy � the County or as provided � �, , �� I . C. ex 11 1�� "� � ct�ngi t& firstphase o? Albemarle Place Boulevard to the new planned intersection with I 11 11 'I'll 14 1 ­ I � .1, 't .1 ;. . It I . - �. I 1� ": I 1, I corifte . J 1,.; Email CC: Tex Weaver; ebecca agsdale, Elise Hackett I � 3 1�11 I �-- � , , �ff-ls'fte'transportatlon improvements -Tem Improvements Dedication Area to the County � I I I � 1'1� , '' 'U.S, Route 29, or (ii) can demonstrate during the site plan review process, through traffic herein, the Owner shall plan, design, bond dnd c�i�iiuc�i The Owner shall dedicate the Long I 11�� I 11 �e3l ' , , ''I'll" "I'll", 111. � - 1� I in the County and the City, as depicted on Exhibit F, "Short Term Route 29 Transportation I File "'. I 11 analysis acceptable to the Director of Community Development and VDOT, that additional 11 within niriety (90) days after the County�s request-�fbr such dedication, and such dedication , traffic from such buildings, when aggregated with the traffic generated by the uses for which Improvemen&'. If the improvement are required'to be constructed, the County may require shall include, the dedication and conveyance of all necessary drainage and construction Albemarle Place - I . I I '. I �, � ? .-!,��,� � ""J, 1- 1.11 - r, -! � �� �, �, , 'i -, I I I I � , ,;114t"!�",z�j zli,�,�,.,; . , i I I ". I'- 1. -111111, ��, , �� I % - 11 11 I I " - !��-`O`-f � , , � � ") w- - � - - I I -,-,,,�-!, �, : ��*--,,, I' ,,�- �, �1� �, ,,, �` " ,� I 11, I I I ,��, ,� , I I � � I I � I � I � A 11 1 , , ,,,, � I I ��� ,, � I I I I 1, 11 � I I � 11�1 I I I I I I I I I I I i "I �, I I I i I I I PROFFER FORNI Original Proffer- I - 11 1 4 6 , :, 11 1 11 11 I 1, . I I : ,,, ,, I , I I I Amendment., X Z Z Z Z Original Proffer: I � I Date: August 5, 2011 � I � Original Proffer, ZMA -4 2011-00004 Albemarle Place ceitificat,es of occupancy have been issued for buildings in Phaso 1, will not cause the I Amendment -, X Amendment: X Tax Map and Parcel Numbers: 061WO-03-00-019,80, 061WO-03-00-019DO, 061WO-03-00- ,H3,,L,',r?:,-�'t'lc,,Road.[U.S- Route. 29 intersection to M below an acceptable level of service� -these impruverrients to be cwnpleted as a prerequisite, to -the, issuah,ce of any ceitifioates of I 02300,061WO-03-00-02400, and 61NVO-03-00-42500 I I occupancy. Coi,istructilon shall be deemed complete N,,,hcn the improvements are constructed easerrients for the Loug-Torni Route 2c)[Hydrauffic Road Improvements, If the Long -Tenn C. Landscape improvements and associated streetscape improvements to serve the planned Improvements Dedication Area is not dedicated mnd conveyed as part ofa subdivision plat, 65.034 Acres zoned Neighborhood N11odel District (TNTMD) to be rezoned to Neighborhood building improvements contained within each block shall beteviewed at the time of final I site in conformance with the plans approved by VDOT and opened to public use as approved by the, Owner shall pay all costs of surveying and preparing legal documents in a fon-a Model District (NMD) plan review for each block, I'lie Project shall have a consistenth d i d pl t d I VDOT. y es gue and an e acceptable to the County Attorney's Office necessary to dedicate and convey the Long -Term streetscape along Route 29 and Hydraulic, Road, A. Off-site Improvements in the County at the No,rthwest Quadrant of the Improvements Ded.,cation Area. I I I I . . Albemarle Place E,AAP, LLC, a De,laware limited liability, company, is the fi�,e simple oN�mer (the 2. Community Development Authority Participation: I)pon request by the County, the Hydraulic Road/Route 29 Intersection. The engineering, plats and construction Until the Lon -Tenn Improvements Dedication Area land is dedicated, the Owricr shall documents for off-site improvements in the County shall be submitted with the first final ' 9 I I 11 "Owner") of tax map parcels 061WC-03-00-019AO, 06lVv10-03-00-019B0, 06INVO-03-00-02300, Owner shall petition for and consent to all tax map parcels used for non-residential purposes site plan for Phase 1 of Albemarle Place. maintain the land and shall retain the right to the exclusive use of the land for landscaped 061WO-03-00-02400, and 061WO-03-00-0,1500 (collectively, the "Property"'), wbich is the participating in a Community Mvelopment Authority ("CDA7') established pursuant, to � open, space, a pocket park, temporary parking, fencing, utilities or other purpose -s as may be subject of zoning map amendment application number ZMA 2011-00004 known as "Albemarle Section 15.2-5152, et seq. of the Code of Virginia ("Code,"') to be created for the purpose of B. Off-site Improvements in the City at the Northeast Quadrant of the Hydraulic approved with the first, final site plan for Phase, I of Albemarle Place. Place .4u-n-e-ndment." implementfing Roule, 29 regional t=sportalion improvements, including but not limited to � . I RoadlRoute 29 Intersection (numbered items 4 and It on Exhibit F). The Owner shall transportation unpro,vements within the "Super Block7 �the geographical area bounded by submit the engineering, plats and construction documents (the "Plans") for 'the The condittiomq on the subject, reservation and dediicabion shall be ass follov,,�: Pursumit to Section 33.3 of the Albemarle County Zoning Ordinance, the Ownerhereby � I , Rout',� 'IZ9, Hydraulic Road, Commonwealth Drive, and Oreenbrier Drive) and intersectional Improvements in the City of Charlottesville to the City of Charlottesville within sixty (60) voluntarily proffers the conditions listed in this proffor statement, which shall be applied to the, I improvements associated therewith. days after the first final site plan for Phase I of Albemarle Place is submitted to the (a) In the event that the adopted design for future public intersection itnprov�=eats does not Property if the rezoning is approved by Albemarle County. These conditio ns are proffered as � . � I I I I County. The Owner shali diligently pursue approval of the Plans in the City. If the City require, the utilization of all of the Long -Term improvements Dedication Area land, upon part of the rezoning and it is acknowledged thatthe conditions are reasonable, 3. Cash Proffer for Route. 29 Regional Transportation- The Owner will make a cash , request of the Owner the residual portion shall be released by the County � the does not approve the Plarts within six (6) months after the first final site plan for the first y fi om contribution to the, County for the MPO/29112, SO Phase 2 Route 29 regional transportation test of the Owner title shall be - I I phase of Alberaarl,e Plac,e is appro-ved by die County, the Owner shall not be required by reservation or, if the land has been dedicated, upon reqL The Albemarle Place project Nvas originally approved by the County Board of Supervisors on study inthe, amount of One Hundred Thousand Dollaxs ($100,000.00), The cash contribution � transferred ba&- to, and for the use of, the O'�wter at no expense to Owner, The deed(s) October 22, 2003 as ZMA 2001-007, along with proffers from the prior ovimer dated October 22, shall be made by the Owner withinthirty (30) days upon request by the County. Thisproffer ,, 1� this proffer to construct any improvements for which approvals have not been obtained. I Me for such I ��, 4 r , I - 1'� The O,Aser shall not be required by this proffer to acquire or otherwise pay for right of of dedication for the Long -Term Improvements Dedication Area naa�: provi I T11P I I , ',� " � z�:�� � I - � �:, � � , . 2003, and a Code of Development prepared by The Cox Company dated October 15, 2003 (with has been satisfied. ;', � ­ �� .... . . Z , - I I I I I I I I'll way m tile - tl ,e improvements. condition& Exhibit A to the Code of Development last revised July 8, 201 0) (the "Code of Development"). I I . City for hes I I The Code of Development included an application plan (the "Application Plan�'). The 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The Ovvner (b) The, design and consttiiation of the Long-Torim Route 29 , If the finprovenients art-, required to be constructed, the Owner shall complete � - fflydraulic, Road Improvements improvements proposed for the Property are collectively referred to as the "Project," I , I I shall contribute Ten Thousand Dollars ($10,000.00) to the, City of Charlottesville for the of service of the planned . shall substantially maintain the access, Ametion, and contill"it.v I construction by the City of traffic calming improvements on Swanson Road, Cedar Hill Road construction of the improveinems for NvIiich right of way is available w-ithin, tNN-elve (12) interseetion of Swanson Road (Extended) and existing ffych-aulio Road into Albemarle The term "Ownee' as referenced herein shall include within its meaning the owner of record and and other City streets intersecting Hydraulic Road in the vicinity, of Albemarle Place. The montlis after the issuarice of -the first certificate of occupancy within Albemarle Place. Place at the location of the existing Swansom Road and, Hydraulic Road intersection; successors in interest, The term ';Application Plae'refors to Exhibit A. The term "Code of .cash contribution .-,hall be ,made by the Owner within thirty, (30) days upon request by the, Construction shall be deemed complete when the improvements are constructed in I , -if -is a i otherwise this proffer becorries null and void, Development" refers to Exhibit B. The proffers dated October 22, 2003 that were approved with City, If the traffic calining improvet'rients are not ,implernented by October 15, 2007, coi ormance vvith'the plai , pproved by VDOT and opened to public use as approved by , � all VDOT I ZNIA 2001-007 vvere amended by proffers dated July 23, 201 0 that were approved with ZM, A unexp�nided flunds shall be refunded to the 0,,N,ner. The City constructed the traffic. calming I 11 I I I 11. Signalization of Hydrautic Road and Route. 29 Intersections: The Owner shall be , 2008-0003 by the County Board of Supervisors on August 4, 201 0. These proffers amend, and improvements, and requested the prior owner of the Property to pay the contribution on, ' re�sponsible t'o.r -traffic signalization im re e as f I NF This Paragraph 8(R), is', -to the tenns, of Parp:�ograph 14, "Substillited Transpottation proi m nts 1 0 Im s: supersede. the proffers accepted in conjunction with the approval of ZMA 2001-007 and ZMA November 9, 2005, but there are no immediately available records that such contribution was Improvement&" I'll I 111- I'll . I I 1 2008-0001 ever received by the City. Upon evidence of prior payment of such funds that is satisfactory " le�e - I . ,��j,1111�,��,� A. The Owner at its expense shall engineer, bond, and construct traffic, sigaalization I -,-,m,,V�, , I to the County, the requirements of this Paragraph 4 shall be deemed satisfied, In the event 9. Reservation and De,dication of land for Regional Route 29 and Hydraulic Road improvements at the intersection of Albemarle Place Boulevard and Hydraulic Road. The The headings of the proffers set forth be -low have been prepared for convenience or re,fei ence the Owner has not produced such evidence to the County by ,P\4arell 31, 2010, the Owner ' ' traffic signalization improvements at this intersection shall be constructed when the County only shall contribute the fiands to -the City within thirty (30) days of a written request from Intersection Improvements; The Owner shall reserve for the future dedication to the or VDOT request installation of such, but in any eve, I nt prior to the issuance of a certificate of , and shall not control or affect the meaning or be taken as an interpretation of any provisions the Commonwealth of Virginia certain land on the Property in the County for certain short-term of the proffers. City occupancy for any building in Blocks A, B, C or D, providedthat such signal is wan -anted by �, provided that ,such request is made no sooner than April 1, 201 1. At the time such transportation improvenlents for the Route 29 and Hydraulic Road intersection (the "Short- I , 11-1, 1111�', " I � , "', , -, � � "I wn S C, I TemiRoute 29/Hydrawlic Road Improvemeats") as follows : (a) the land shown as "Parcel A � ,�,',��i�-,�"-'-,� -1A ftwds are delivered to- the City, the 0, er shall provide notice of uhpaymentiothe the traffic volumes or is otherwise appjoved by VDOT. , � I I ' �eiiieiitS':'Thc'6*4& shall phase development of the I -,, I I. Phasing of Albemarle Place Improv - County� I 6,511 SY2' on the plat of Kirk Hughes and Associates dated March 3, 2009, last revised I 1� , 11 I I Projectas ,, follows: � I -1) Commercial Corridor "Jitney I March 25, 2010, whir -h plat is attached hereto as Exhibit H; and (b) any portions of ffie B. Owner at its expense shall engineer, bond mid (construct traffic signalization I 1 5. Cmh Proffer for Charlottesville Area Transit C'CAT' parcels shown as "Parcel One Future Right of Way 1, 1 17 S.F,," "Parcel Two Future Right of improvements at the intersecti on of Albemarle Platce Boulevard and *U � S. Route, 29. The . Service"-., Upon the request of the:Counh- the ON�rner shall contribute Twenty Thousand Way 9,079 S.F. " "Parcel Four Future Right of Way 1,660 S.F.," and "Parcel Five Future -iprovenients at this intersect -Jon shall be, construeted,�A,hen the Courity I I ,, , I I 7 �,?�, -F , " I traffic signalization in Dollars (V0,000.00) pe � ,,,, I 4u�f-tq;tw I r annurn, or air amount-e� , pnty percent (20%) of the annual ' - Right of Way 790 S.F.," on the Official Map adopted by the County on December 2,2009, a or VDOT request installation of such, but in any eweut prior to the issuance of a certificate of I operating and maintenance costs, whichever is less, for a period not to exceed five years for opy of which Official Map is attached,here,to. as.E I xhibit 1, that axe required by VDOT for occupancy for any building in Blocks E, F or G. pirovided that such signal iswarranted by the c-- , ,:, -;�,�,-� �, � ", - , � � 11-� , I -', operating mid/or maintaining a dedicated "jitney bus" service to retail commercial. "'' ,-, ,,.,T',�'i�o�iid�d�it,i"t',�uch signal is warranted by the Short -Tent Route 29/Hydrauli�,-::'R. pd,JjnproVpn;ntg (collectively, the "Short -Terra traffic. volumes or is otherwise approved by YT)0 I a I P , '-A � ...... �' � "', � I I' ,,-' I &velopments, including Albemarle Place, along the, Route, 29 Corridor. If the CAT "jitney ' ' ' ' I %�'� 0, ,,,� I Improvements Dedication Area"), provided, however, that the subdivision plats depicting the the traffic volumes or is otherwise approved Vlbdf�` ", ,; � I . ",��v,14� ,", 11 ^ I , � , - - f, �-Vx�, ,,�, 1 I I 11 � I - �f ;, Z !'';�,:, (11, I -, I 11 - I 1, - �� � 11 " I 1. L;,,��,��- � - unty I �', �: , """i! - ,� '"'�, I � -Term Improvem, 11 � I I t-'!, ,!;!" short ents Dedication Area are �4�ject to final approval by the Co I I I I I 11, 1 I I I �, , - 11 � I 11 I 11 I I I � � I 11 I I 11 I 1�1�', � I - I I 'I'll '-, I 11 ,,, I I I I I -�� 1,11 11 I - � � � 1�n �� I I I I I I I I I I I 11 I I I I 11,111,11111, I -,--, I I I I , � - I I I - I I " . I � , , ��,�11111� , �,- 1, � I'll, I I I I I I I , � I " � j'�,, " I 11 I "I I I I - I I W�� �,�� I 1� �` � ��_�,� I I , , I �:��� :�:�!�� " � , , , ,� ��� ":, ,,, , , 3, - I I I I I I 1 ,--�, - ", I " , 11-11 11 -' 1 1�1 - ����,, I 1��.,� I", 11 lln,�,��,�, I - 1 -,-,,� � ... � I 'I', , I I 11 - I I I , �� , ,;��,,, , \,. 11 "I'll" I 11 I I - � , I - -----'-' 11 I I I 11 'I', 1, � �'i,�, 4 '' J , � 1 I, ,,, , , � �, - I �­� , " 'i �, , �- , � `,?i't,fl�� "-�,',�� -� �- I I I 11 I I I I I 11,��1,1� 11" � 1� I I I 11 I I 11 I I 11, I � " j� 1,11', �, I - , � , J ", �, � '' , �� �, - - I - I 1� - - 1,11- , " I I , , 1� : "I � 11 5 , I I I I I I I , I � I I I I , I I - I 1 17 , I I'', I 1 I 11 I I 11 �� � � I I I I'll, I , 11 I I I I 11�11 11 11 I 1, I , I I 11 I I - 11� - I 11 I I 11 I -11, -1-11,111,11, 11 -1-1 I Original Proffer: Amendment� X 1 12. Commonwealth Drive Connection: Upon dmiand of the Clatinty, but', no earlier than the issuance of a building permit for any btfflding,mitdriii Block F, the Owner shall reserve right- of-way along the northern edge of the parking lot in Block F of the, Property for a future street connection to Commonwealth Drive through the "Conidial Property" (TIVI 6 1'%"-3-1 8)� , � The future commection will be, a two lane facility, � Upon the request of the- Cotaity, the Owner shall engineer, bond and construct both the on- site and the off-site portions of the, comectian to Co=iionwealth Drive on the "Comdial Property" provided that easements and acquisition of right-of-way as may be necessary for I * such constraction for the connection through, off-site properties for this improvement have I been granted at no cost to the Owner, and the request for such connection through the off-site property is made by the, Coun4- prior to October 15, 2020, Upon the request of the County, � the, coi=,ction shall be completed by the O,Ame�r -%,ithiu Uvelve (I 2) inonths, from the date of satisfaction of the conditions as set forth above, 13. Other "Super Block" Street Connections: TI -ie Ovniet shall reserve land and gTant , construction and permanent access easements or right of way at no expense to the County for the purposes of future construction (by others) of inter -parcel street connections within. the "Super Block-" at the following locations; First Street (to west to Commonwealth Drive), , Third Street (to west to Commonwealth Drive), Cedar Hill Road Extended (in Bloc,k'F north to "Con-Oial Property"), Fourth Street (between Blocks F and G north to "Conidial Property"), , Swanson Road Extended (to north to "Sperry Property") and at two additional I ocations into Sperry Property. I I The locations ,for eascmeat or tight of way reservation and dedication are. as genlarally depicted on Exhibit A and labeled thereon as "Future Extension." However, the locations and numbers of such ioter-parcel street connections may be modified by the OvyMer upon a variation granted by the Comty Planning Director. Theie easement or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with subsequent site plan applicatiow for Albemarle Place, 14. Substituted Transportation Improvements. A. In lieu of constructing the improvements referenced in Paragraph 8(B) herein, NN-hich Paragraph 8(B) refers to certain off-site improvements ir- the City of Charlottesville at the northwest quadrant of the Hydraulic RoadiRoute 29 intersection, and also other improvements along the City side of Route 29 b, etween Hydra-Ldio Road and Greenbrier Drive, which improvements are collectively hereinafter referred to as the "Paragraph S(B) Improvements", the 0-�N,ner may elect, in its sole discretion, and on the tenris and conditions contained in this Paragraph 14, to contribute cash to the Cit�, for certain transportation improvements in the City knomm as the "Rte. 29/250 Bypass Jmterchange hnprovement Project" identified as VDOT and City project number 0029-104-248 (the "Substituted -" 111 11 �- I , , 1, - . 1. 11 I - I Improvements Project' D. I i .� k 1,--,�� , 17 I - V �,,� 1":��,�.]�!:'�,), --- - I - � I I Original Proffer: Aniendment: X B. In the event the Owner elects to contrilbute cash toward the Substituted linprovements Project (the "Owner's Contributiorf') in lieu of constructing the, Paragraph S(B) Improvements, the following terms shall apply � I � 'Die 0-vNmer shall notify the County's Director of Caram-anity Development (the, "Director") in �vntiag of its clectionwithin sixty (60) days after the approval of the first final site, plan. for Phase I of Albemarle Phice (tha "N'otice"). The owner SWI also send a, COPN of , the., Notice, to the City Development Sen,ices INfimager at the same time it is sent to the � Director, 2, The submission of the Notice to the Director shaH suspend the deadline for the Owner to submit the Plans, (as "'Plans." is dofined in Paragrapb. 8(B)) to the City, if applicable� 1 The amount of the Owner's Contdbution to the. Substituted Improvernents, Project shall be subject to a �%Titten agreement between the 0�vuer and the City (the "City , Agref,-ment"). NVithin ten (I 0) daysafter full execution of 'the City Agreement, the Owner shall provide a copy of the City Agreement to the Director, 11 ' 4� Within six (6) nionths after the Notice is sent to the Director, or �Aithhi sixt� (60) days after execution of the City Agreement, whichever is later to occur, the Owner shall contribute , a portion of the Owner's Contributian to the City in the amount of One Million Dollars ($ 1,000,000), less ,,uiy amourits credited by the City and. VD(YT to the 0,%rner for planning and design work on the Paragraph 8(13) Irnpro-vements (the "Not Contribution"). The Net Contribution rna� y be in the forna of cash, or a letter of credit issued by a bank approved by the City, or a conabination thereof. The City Agreerne:�it shall se,t forth the, terms of and schedule for draw do -%Am of the Net Contribution, 5, In the event that the Substituted Impro-vements Project is terminated, or has not otherwise been, completed (as described herein) vvi:thirt thirty-sLx (36) months after the City receives the Net Contribution (which thiM-six (36) month poriod may be extended by mutual agreement of the Charlottesville City N-latiager and the Albemarle County Executive), and upon the City's refiniding of the Net Contribution to the Owner ptu-suant to the Cil -y . Agreement, the 0,vvner shall forward ftmds eq�aal to Five Hundred Thousand Dollars ($500,000),to the County for funding transportation inipro-vements in the. vicinity of the U.S, Route, 2911-lych-aulic Ro,�d intersection identifiedin the County's Capital Improvements Program. In the event such funds have not been expended by the County for the stated purpose within ten (1 0) years from the date the funds Nvt,= contnbuted to the County, all � -, unexpended funds shall be refarided 'o the Owner. Constmetion of the Substituted Improvements PTqj'w,1 ehatJ,bf,' deemed complete -s,vhen the improvements aTe accepted by Ule appropriate public entity or are bonded for the entity's anceptance, I I 11- ", , it - �PWN, �, - I 11 I 11 �, " ,,,,,,, " - li, - ,5 , "�, � , , 6. Notwi listanding the si&S'd P4i4i�6h 14(J4�( ) betein,upon the City's receipt I "' 2 � � ' I of the Net Contribution, the Owner shall berelieved of any obligation to construct the Paragraph 8(B) Improvements. I I � I I I I I , I - '-,� 1, �� ;, '- " ,'� -� � I I ��- � ;� �- �-","�,-',�, -� ,� - ,, - 1, . I � 1, 11 I I I 11 - I I , I I � � . , � � 9 B y: Edens ,41bem.arle., Ll,C., a South Carol-ina Iii-nited liability company, its manager J J � 11 B,, I - I � � I I I 11 c can, President � � I 104619tS,WC \ � I I I I I I ,,,o F . �-;bol la. � . I 1111-111111111111-11 I I I � I , 'SET REV. N0. 1 REVISED PROFFERS DAT 11/11/11 � I DE'-,',��,IVED BY: PROJEC7-: Z I I � � � - --,- , 1, Am I I , OP I THE HAVEN AT STONEFIELD I � I DMJ --------------- --------- ---------- ---, - ------------ �,---�-,-,�,�,�l.---.,.-,.-,----------I.I.---- - --------- - - ---- ---- - ----- - - -",----�"-----,-�,�-------�1--l.------ , 1 I I 11 1-1- 2 ENGiNe,mls, " WN B'r�- I - I I I 0� �14 11 , , , I I I I -1 ------ � .............. -.--------- . .... � ... � ............... . -- . ... � . ........ .. �.. ....."..-.�-�.�-....-�.�.��-.��.-� ............. . ........... 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I --.-.----------,--- , SUR , , I , I I , I 1M.- ,� , I To I . � ---------+--- - - ----- - ------- 1-1 - - ----- I ... -, -- ------------ ------,-, ---- I ------- ---------------, --- - --------- fl- -----------,--,-----L---- � � 11 � PLANNERS - TITLE: I I A L)�!-,', BY: PROFFERS C-2 I I I M - I --- � --,-- I ""I, CI 4 i ---.1 - ------ -I-,,,,-- "I-,,-,-- -,------------ -- --,,- ---4-- ---------4----.--.--i 9: I -,--T- i !k' ASSO ATE 1------------ -1--�.----��.-.-------.--.---�.-----.--------.--.--, I � ,,,�-�--�,�----,.-----,�-.---�---- 11-- -- - --- -- ---- - ---- � --t----- - .- - --------.---+ ----�- 0 I Z -Z, Z -// I I I 1. PO Box 41 19 104GAwrow, Square Pl, � - SHEE7" NUMBER: �i yrn � � ' I '' I W10V4 NUMBER: F1 f E NA ME DIS(I�PDNE: SCALE: DATE: I � I . ls� I Phorm, 43+3W 0 0 � 3" ... -, - � I I'll, ------- .-,-­­4:.�----' 1 � I CIVIL hl: AS SHOWN ,- / i f ....----.---.--..1--------1 ----------- --- ----- J--.--- .......... 1-�-�---- I ZONAL ,WNV1V,W"r,k%&,RJ,-t � - � 001.04 21100104C-C-02.dwg 2 of 28 . - -- � mflat t 211 812 o/ 1 1 Z , S/ Ef7T BY DDLA-rEj "'Jo, � SHEET ,REVISION Z � IM 1 1 111�1 0, I - I R -E VIS i () N I L i 9- y I 11-11A � � --11-11- I I I V: NIA I L- . I E:: ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS: ADOPTED BY THE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.3 (a&b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS, DETERMINATION OF LOT FRONT: CESS 4.6.6 LOT AC REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1. ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: I A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR 0 A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS T B.) LOTS MUST FRONT © A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE.(NOTE:: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT—OF—WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON—SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED W17H THE BUILD—TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED INI SECTION 8.5.5.3(b). 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF—SITE SIIGNS IS WAIVED. OFF—SITE SIGNS WILL BE ALLOWED BY—RIGHT. 4.15.11 REGULATIONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (s&e) SWIMMING. GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a&e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AIND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE CHAPTER 18• UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. 1 1 ADDED 10-7-2011 ZONING DETERMINATION. NO. SHEET REVISION DAT 1 11/111/11 BY I DATE W01 COUNTY Of ALBEMARLE MEMORANDUM APPROVED MODIFICATIONS TO ZONING SIGN REGULATIONS: 'To, Ger td Gato tr August 13, 2010 PO z Wayne 011mberg, Director of Planning Williams Mullen - Valerie Long 321 E Main Street Suite 4100 OAT may, 1 , 1041! haflottesvl Ile, VA 2,2002 -March ; RIR ZMA200800003 Albemarle Placepl Albemarle Place (tonefield arsrmnarysar� °rill 2lt2,t1r TAX MAPIPARCEL. 061W0-03-00-01$AO � m , fl6IWO 03.O0419SO, 061Wii 0.00 02301'!, 061WO- 03-Ot13400, }611N0 dE3-D2511 Clear Ms. Lorig, err�lratla�s #r€rl�„ra�rl'6,��,3; The Board of Supervisors approved the above referenced rezoning application on August 4, 2010 subject rr the attached proffers July 1 n the Zoning t tta a 23 20 0 Section`� ' � � , p y a art the arrrenste€I "Cable of Perrrtltteclli�rohlbtted Uses b .w.,. of nre �..onrn �?€�rl€rlar€ce allows ,.I�e Director of 1'larrrlln to all site 1� ,, < V y a p n t ar7 ". Block (Appendix A to the Albemarle Place Code of Development), dated ,holy 8, 2C�1q. Please refer to from an approved general development p1 or code of dev €apment in t^ el lborh6od Model these documents for any Nture,appli tions and requests on this ,property. District it, amongother p caYislo s, the director determines that the, variatl rI . in n= 1. accord fxrc �: ) ': w�qY FF�3 g - rel.... .;approved x ,. , e. u6. � ..+� '.:i_.L bete... t w.F the, €�. �. � �e a Itt , 1 . The.. Staani of Supervisors also approved q�lor: ��€ and L.ocle Tl�� frrllsarn €s ars awl „ rs ; _vet the three modifications of requirements of Sec P . Plap la ? p Pia q too X1,1 5, Sign of certain f teres r. visa Idea °fled or cur 7Ierr 1 Regulations in the Albemarle Coup Zoning Or inance'as follows: P e a r t} ur1g quescertto from the, appved 0 County 8 appllcatiotr and,o' de as they ntlate.. to the currant site ( A i arch 2l; consistent,wlth the plan and code or variations allowa lc unde r aectior°€ &S,13 are w noted. 1. Use of Scotian 4"11.13 Highway CsarnrrrsroleJ i'N,l, Planned Dstraloprarerrt Shopping Center i _ _ (PDSC) and Planned Development evelo _ent Mixed Commercial fP DMC� sign regulations atlons rather than thoselaber Ltcataagrd Relationship tHydraulic Fued (Previously add seed in $125106 required by Section 06.1 Neighborhood Model Ctstrrct v ia ora Of -site signsby-right rather than by special use permit as otherwise required per Section 4,19>6 ' (a) (1); 'n �- 3. An increase in the maximum a. ads height ht ref wall so Tina oro � r�lc�c�tj�rs ofthe theater -� 0 signage !item 30 fest (per ectrcarl 4.1b.11 to 58 feet th stwr , �e sout}�we, crrler_caa �. she � tcltror� :aE�n , . , P . � � , ,. " _ , subject to the follc�uuln condition - � , height; S I'' +� 58 feel" in A /B' . A i` however, �E Hydraulic load east sir �r�ar i�rl1 ft€�art le irorra Lite a I€tat � K Vat-. s i tar€ rla�,.prescribes o re ,.t vlheuse . , P p an sign over 30 feet shall b€9 Y s subject the approval of the ARB Car fire Design l�tarrner, as alae this portresn c?f I €yd< a€al oat: The intent of the townhouses was to ar tavvate this edge s placement and fdlumins ion. It is possible p P b s thst a proposed well slurp sal€er So fest may not be troprojectard provide . y€�€�satens tror fr � P d r^rallc Road, an Entrance Corridor,orx thebsoo slovef to be Illuminated a t Itsproposed height or that It may have to be reduced rn hsrg.l t to of the, departmentstore sed titfePprappropriateprovide am re placement rhe building, rop trorl�r.ta�tae revlcul ]nc€cat�ctta� �he applicant needs to sersrrsti ate sties the proposed tires will be a suitrlc design unstit frac the towelltouse linift shown on the 'pIi boil lasmost ar rctlla rl to the' sato a lon o(the ARB. Please be advised that atlthough the Albemarle County Board of Supervisorstook atilraa€ on the ,' project noted above, no fuses on the.ra >�Y as approved above may lawfully begin Ircntrl allT is esn Rtloveable variation P cv ded that all Arg conditions are ceroltod;rttl' applicable approvals haws been ptsreceived and conditions havebeen mei. This Iraoltrdas Second Floor s���i usl� addressed i� 1fh� Variation) compliance with applicable PROFFERS; compliance with yre tirenerls of the CODE OF DEVELOPMENT; approval cat and compliance vvlih 'Tire: application. I ,: p I smote s :ta � e €r � ply R a SITE PLAf�, and'.. Pp P ori I u dues rr h� t~h #' s� f�o�ar artd trpp�r €cycle ttrr�ugl���strt �� role�t., approval of a ZONING COMPLIANCE CLEARANCE. r~epuir6mont of the pp catiidn plan and code. Thkis the site plan, it conside cbr€sIstent- Stacy A (Pireviou ly noted, in' 9128109 Advisory ornrraent�) angled parltlt� to€fltat findings tinder' #10 -� All �varr option permltt and is s€.inject` t to the narrowe�x:openetct 4vni is 1= / abmet an€ sumo pirMrat rs n0Z rn general e vi.3rpo e and intent of the approved raaonin for the Albeh-arle Plate sueI dt system tion of theBlud<, D and glosso E boundaries is granted consistant, witt the findirlrs SHEET REVISION I BY CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008-003 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 4, 2010. ZONING DETERMINATION OCTOBER 7, 2011 — PARKING REDUCTION: u COUNTY OF ALBEMARLE Department of Community Development 401 Mcintira Road, North VWng Charlottesville, V Wrtia 229014696 Phone, X4`298.5032 Fix 44 l «4i . October ? 2011; Herbert F. Wbitc 111, P.E. WW Associates, Inc.in 040 A.vemore Square Place Charlottesville, VA 22'_)91I. Re lbo arie Flare - tone .d'Rl FO Tae Haven -Pa€ stag Red net6oxt Dear W. Wbite This is in response to your September, i� leltear ga paxidng variation that wouldallowfor areduction in the number srpatl;irrg spies within Block E2. After reviewing the data submitted 11 addition to the Alb ; arle Courity Zoning CotOr ueStaff s cxnclu dedttattns request meted as'a variation, but as a, reduction in parking based upon Section 4,12.12- Trans ortatioii Demand a ent-of the Zoning Ordinance, This Section gives the ming A tzis atorthe: dismtitarl to reduce e recd �l of .,n ` spaces )tie proper documentation and conditions exist. it is fixitherr determined that the reduction in tbo number of parkingspaices is, a p1able based upon, the following criteria and consideration; 1. The Code o eve ("COD") i Development oat 0' v, . ! Old provides for 1.?� p1�g ttea forxestdentzei flats in Block lam. T dsed � 9rparr)dn sp�sr�prebtalrpr�it�a 1i3��;reduction of the,. standard in the COD suggesting s parking Clio 0f`.55, 2': The Haven will be located in a mixed use development where residents have the ability to wallcto other commercial establishtaaentswithin the development Further, this developraza includes transit services that will lie augmentr4 during future: build -scut of tie site. 3' The Institute of Transportation OTF) Parking Cieieration Land Use Code 221 for low to mist rise apartments ndi t average, peak paddng demand of 123 versales per dweng "salt. 1n cone )]xsioxi, it is m c)c terrr€it€ttloxt g cation orad jfcau is aeltali torte While this west is appropriate l tbiS section, it may not be appmpriate celsewkler,e. Should, Trou. wish to appeal ails deteminotion, letter contains our standard app language so dw this detennination, can be considered final ifnot appealed. R you baveaq lavemer questions, please do not hesitate to writact me, ..� w. wws,Y w w, . w�°. w wx � k �_ � w w • ♦ a i w � w. w .w w w Kw � w' w w- e� •` w A f 1 kyt Sincetl, Sarah Baldwin Senior Planner Copy lean RountreeMvia email Bill Fritz Af°tochrrrcrat F DESIGNED BY: PROJECT: SET REV. N0. Q �,• DMJ THE HAVEN AT STONEFIELD ENGIINEERS 2 DRAWN BY: SURIVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: 9-1 DIHR BY: VARIATIONS AND ZMA AMENDMENTS C-3 AsS C )CIA.MS HFW 7—" ^-!/ " Po Box 4119 3040 Avemaore square P1. SHEET NUMBER: Lynchburg, VA 24502 Cbadottesvii1le,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ZONAL Phone: 434.316.6080 Phone: 4:34.984.2700 DATE www.wwassociafts.net 21 1001.04 21100104C_C-03.dw9 CIVIL V . N/AAS SHOWN 8126111 3 of 28 ALBE.MAR.LE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (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 THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION 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 RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE 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 THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. RIVANNA WATER & SEWER AUTHO:R.LTY (RW _ GENE_ _ R,4L WATE R . &SANITARY SEWER NOTES FEBRUARY 2011 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-5152-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IWIVIEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RVAVSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND/OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786-1712, EMAIL ADDRESS: SWMESQUESTIONS@DCR.VIRGINIA.GOV MISCELLANEOUS NOTES PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL GRATE INLET ( HANDICAP PARKING EX SYMBOL LEGEND 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS 0 DRAINAGE MANHOLE 14,000 OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE B BENCHMARK �- UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN O FIRE HYDRANT 0 ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL 6,500 WATER METER X NUMBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. WV GRATE INLET 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH THE A GUY POLE 9660 TOP OF CURB ELEVATION ALBEMARLE COUNTY SERVICE AUTHORITY. E-- GUY WIRE 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO (% HANDICAP PARKING TREAD CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS 90,000, 0 BLOCK (GROUP 1 TOTAL OWN SATISFACTION. [0] HVAC 4. THIS PLAN ENCOMPASSES THE FOLLOWING PROPERTY: TMP 61W -3-19B. 222,095 LEFT TURN E 0; 0 LIGHT POLE 5. ALL PARCELS ARE ZONED NMD. 0 0 0 250 0 MANHOLE 6. HORIZONTAL DATUM: NAD -83 222,095 01141,7611 CP VERTICAL DATUM: NAVD 88 250 RIGHT TURN CY CUIBIC YARDS NIC SIGN 7. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON AERIAL SURVEY BY AIR NTS NOT TO SCALE DIA SURVEY, CORP, STERLING, VIRGINIA, 1/28/96. THE STANDARD DEGREE OF 0 STORM INLET DIP ACCURACY ASSOCIATED WITH THIS TOPOGRAPHIC SURVEY IS PLUS OR MINUS 1 O.C. ON CENTER DIST VERTICAL FOOT. THE CONTRACTOR SHALL PROVIDE THE ROUGH GRADES PE TREE DWG DELINEATED ON THESE PLANS, WITH STATED EXISTING GRADE DEGREE OF B WATER METER EC ACCURACY, AT NO ADDITIONAL COST TO THE OWNER. PS PLANTED STONE FOUND ELEV ELEVATION X WATER VALVE 8. CONTRACTOR SHALL PROVIDE 4" UNDERDRAINS FOR ALL TREE WELLS AND R RADIUS ENT DAYLIGHT TO THE NEAREST STORM SEWER. CONTRACTOR TO ENSURE POSITIVE Vv�/ WATER VAULT NOTE: DRAINAGE. 6 YARD INLET 9. ROOF DRAINAGE PIPES ALONG FOUNDATION OF BUILDINGS ARE TYPICAL AND SHALL BE COORDINATED WITH THE FINAL BUILDING DESIGN BY OTHERS. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SNALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. PR. SYMBOL LEGEND GLA GSF LOADING REQUIREMENTS RETAIL11"OFFICE E2 0 0 SITE PLAN TOTAL 0 0 "0"8, -8,000 _8, /. 20'000 ........... 20' REQUIRED LOADING SPACES g 01 0 PROVIDED LOADING SPACES 01 0 EX LINETYPE LEGEND DESCRIPTION ACCESS EASEMENT LINE ADJACENT BOUNDARY LINE BOUNDARY LINE > ---> - > --- CENTERLINE OF DITCH CONCRETE CONC. CURB & GUTTER CONC. CURB - -- -- - --- CENTERLINE OF ROAD CENTERLINE OF STREAM/RIVER DEMOLISH OR ABANDON DIRT ROAD EASEMENT EDGE OF PAVEMENT FENCE 400 SAN SAN 9 g s Y UGE UGE UG- UGT UGU UGU Vl W PR. LINETYPE LEGEND MAJOR CONTOUR 400 MINOR CONTOUR SANITARY SEWER LINE SAN SAN STORM DRAINAGE PIPE TREELINE UNDERGROUND ELEC. UNDERGROUND TEL. COMM. UNDERGROUND UTILITY WATERLINE yy w LIMITS OF CONSTRUCTION - - - RUNOFF FLOW PATH > > > RETAINING WALL RETAINING WALL WITH SAFETY FENCE SANITARY LATERAL SRL USE IN BLCK(GLA OR UNITS) FIRE HYDRANT PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL GRATE INLET ( HANDICAP PARKING 0 LEFT TURN O SANITARY SEWER MANHOLE 0 DRAINAGE MANHOLE 14,000 STREET LIGHT B RIGHT TURN �- SIGN LO-�] STORM INLET 0 TREE 6,500 WATER METER X WATER VALVE WV WATER VAULT Alh YARD INLET A DOOR 9660 TOP OF CURB ELEVATION TW TOP OF WALL BW BOTTOM OF WALL (R) RISER (T) TREAD GLA GSF LOADING REQUIREMENTS RETAIL11"OFFICE E2 0 0 SITE PLAN TOTAL 0 0 "0"8, -8,000 _8, /. 20'000 ........... 20' REQUIRED LOADING SPACES g 01 0 PROVIDED LOADING SPACES 01 0 EX LINETYPE LEGEND DESCRIPTION ACCESS EASEMENT LINE ADJACENT BOUNDARY LINE BOUNDARY LINE > ---> - > --- CENTERLINE OF DITCH CONCRETE CONC. CURB & GUTTER CONC. CURB - -- -- - --- CENTERLINE OF ROAD CENTERLINE OF STREAM/RIVER DEMOLISH OR ABANDON DIRT ROAD EASEMENT EDGE OF PAVEMENT FENCE 400 SAN SAN 9 g s Y UGE UGE UG- UGT UGU UGU Vl W PR. LINETYPE LEGEND MAJOR CONTOUR 400 MINOR CONTOUR SANITARY SEWER LINE SAN SAN STORM DRAINAGE PIPE TREELINE UNDERGROUND ELEC. UNDERGROUND TEL. COMM. UNDERGROUND UTILITY WATERLINE yy w LIMITS OF CONSTRUCTION - - - RUNOFF FLOW PATH > > > RETAINING WALL RETAINING WALL WITH SAFETY FENCE SANITARY LATERAL SRL USE IN BLCK(GLA OR UNITS) THIS SUBMISSION RETAIL NON RETAIL RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL:NON RETAIL RESIDENTIAL A oil 0 0 50,224' 14,000; 0 50,224'; 14,000 0 B 0 0' 0 33,836: 6,500' 0 33,836 6,500 0 C 01 00 GALVANIZED 57,701; 111,595` 0 57,701: 111,595' 0 D 0` 0; 0 0r 90,000:1 0 0 90,000, 0 BLOCK (GROUP 1 TOTAL 0 01 0 141,761 222,095` 0 141,761; 222,095 0 E 0; 0 250 0i 0 0 0 0 250 SITE PLAN TOTAL I 0; 0' 2501141,761! 222,095 01141,7611 CP 222,095 250 ABBREVIATIONS AFF ABOVE FINISHED FLOOR EP EDGE OF PAVEMENT AHD AHEAD EQPT EQUIPMENT ARV AIR RELEASE VALVE ESMT EASEMENT BC BACK OF CURB EX OR EXIST EXISTING BF BUND FLANGE FFE FINISHED FLOOR ELEV BLDG BU ILDING FC FACE OF CURB BM BEINCH MARK GALV GALVANIZED BK BACK HC HANDICAP BW BOTTOM OF WALL HDPE HIGH DENSITY POLYETHYLENE C/C CENTER TO CENTER HK HOOK C&G CU RB & GUTTER INV INVERT CIP CAST IRON PIPE IPS IRON PIN SET WM CENTER LINE IPF IRON PIN FOUND C. L. CHAIN LINK JB JUNCTION BOX CMP CORRUGATED METAL PIPE LF LINEAR FEET CO CLEAN OUT LT LEFT CONC CONCRETE MH MANHOLE CP CONTROL POINT NBC NORTH BOUND LANE CY CUIBIC YARDS NIC NOT IN CONTRACT DEMO DEK40LISH NTS NOT TO SCALE DIA DIAMETER OBJ OBJECT DIP DUCTILE IRON PIPE O.C. ON CENTER DIST DISTANCE PE POLYETHYLENE DWG DRAWING PROP PROPOSED EC EDGE OF CONCRETE PS PLANTED STONE FOUND ELEV ELEVATION PVC POLYVINYL CHLORIDE ELEC ELECTRIC R RADIUS ENT ENTRANCE RCP REINFORCED CONCRETE PIPE NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. REQ'D REQUIRED RT RIGHT RTE. ROUTE R/W RIGHT OF WAY SAN SANITARY SEWER SBC SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE SRL SANITARY LATERAL S.S. STAINLESS STEEL STA STATION STD STANDARD STL STEEL STIR STRUCTURE SW SIDEWALK SWM STORM WATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UL UNDER WRITERS LABORATORY UON UNLESS OTHERWISE NOTED W WATER LINE WM WATER METER WP PRIVATE WATERLINE WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS 1 ADDED ACSA GENERAL WATER AND SEWER CONDITIONS DAT 11/11/11 DESIGNED BY: PROJECT: SET REV. NO. O,P DMJ THE HAVEN AT STONEFIELD EN(GINEERS DRAWN BY: 2 SURVEYORS To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: DIHR BY: GENERAL NOTES AND LEGEND C-4 ASSOCIATES HFW SHEET NUMBER: PO Box 4119 3040 Ave'more Square Pl. Lynchburg, VA 24502 Chwlo&ecsville,VA22911 WWA NUMBER. FILE NAME. DISCIPLINE: SCALE: DATE. N0. SHEET REVISION BY DATE N0. ' li3NAL Phone: 4. 16. Phone: 434. 984.2700 21 1001.04 21 100104C_C-04.dwg CIVIL H: AS SHOWN 8/26/" 4 Of 28 SHEET REVISION BY DATE w�vcv.wwassociates,cuet V: N/A EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE -MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING lh CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR (EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICIKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, (MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AG(GREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS 1/ -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE :SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TI M ES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA, 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING„ AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE (CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN-PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 112 INCHES OF SUBGRADE TO 98% OF ASTM D 698, COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE OWNER WILL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES 'REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, L.L.C. TITLED "REPORT OF SUBSIURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS RERORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNIICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. 112- DESIGNED 1 i OP r �+ T �JiB � � ��� �'Py '4- `�'�'i{?IYAL ,��Cs ENGIlNEERS SURVEYORS PLANNERS PO Box 4119 3040 Avemore Square PL l.ynehburg, va zasoz chr�ntz,��ue, vn 22911 Phone: 434.316.6080 Phone: 434.984.2700 wtivw.wwassaciates:net DESGNEDM J. PROJECT: THE HAVEN AT STONEFIELD ALBEMARLE COUNTY, VIRGINIA sET REV. No. 2 DRAWN BY: T4 DRAWING NUMBER. C-5 TITLE: EARTHWORK SPECIFICATIONS DIHR BY: SHEET N U M B EIQ: 5 of 28 WWA NUMBER: 21 1001.04 F! L E NAME: 21100104C_C-05.dwg D I SC I P L 1 NE: C,,+V�L SCALE: H: AS SHOWN V: NSA DATE: 8 26 1 � / / N0. SNEET REVISION BY DATA N0. SHEET REVISION BY DATE 71 Ch 3 06 O I V vl 0 O 0 N rul 3 / Z CL V) J Z O O O N / O O E 4 O O Q C O O C fi O 7 CU O N / O O N r 5.00' PLANT AREA SEI DWG. NO. C FO R LOCATI 2% E 31.00' 10.00' cIM7WAl V ING -8 ON 22.00' ACCESS EASEMENT 9.00 11.00' CL 11.00' PARALLEL TRAVELWAY TRAVELWAY PARKING — — — - 6" 6" 6" CG -2 CG -2 CG -2 2% .�.— 2% —� 2% 2% ?%2% 2% INGLEWOOD DRIVE 19+48.27 - 20+80.46 C-11 C-11 SCALE: 1 "=10' 62.20' 1.0' 5.00' PLANTING _ AREA SEE DWG. NO. C-8 FOR LOCATION 44MIN COMPACTED SUBGRADE 5'-0" UNLESS NOTED OTHERWISE 1.0' 2% SLOPE UNLESS OTHERWISE NOTED ON PLANS d -- a d T 1111 -III -11_I l l l l l 1 l_I I_I I_I T ' 1 1-1 I1=1I1=1 4"-VDOT SIDEWALK DETAIL — I���,N No. 57 OR 8 - NOT TO SCALE AGGREGATE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. PROVIDE 1/2" PRE -MOLDED EXPANSION FILLER WHERE SIDEWALK IS ADJACENT TO BACK OF CURB. 4. PROVIDE 6' WIDE SIDEWALK WHERE ADJACNET TO PARKING SPACE. 10.00' cinC'wei V 6.00' >IDEWALK 22.00' ACCESS EASEMENT 20.10' 11.00' 11.00' 20.10' 60' PARKING TRAVELWAY TRAVELWAY 60' PARKING 6" 6" CG -2 CG -2 ?%2% 2% 42.10' 22.00' ACCESS EASEMENT 11.00' 11.00' TRAVELWAY TRAVELWAY M& CG -2 2% 2% 2% INGLEWOOD DRIVE 2 20+80.46 - 23+93.40 C-11 C-11 SCALE: 1 "=10' 20.10' 60' PARKING CG -2 2% 6" 10.00' S I D FWALK 5.00' PLANTING AREA SEE DWG. NO. C-8 FOR LOCATION 5.00' PLANTING _ AREA SEE DWG. NO. C-8 FOR LOCATION i//////i 1.5" SM -9.5A ASPHALT ////////I 3.0" BM-25.OA ASPHALT �o �o 8" VDOT TYPE I, SIZE 21 A O� vo0 00 PAVE OVER PRIME AT 0.4 GA/SY PAVE OVER PRIME AT 0.1 GA/SY - APPROVED SUBGRADE PARKING AREAS AND TRAVELWAY PAVEMENT SECTION DETAIL NOT TO SCALE �k CONNECTION NOTE: CONNECT TO IMPROVEMENTS ASSOCIATED WITH HOUSTON STREET AND BLACKBIRD LANE. MEET TOPS OF CURB, SIDEWALKS AND PAVEMENTS IN LINE AND ON GRADE. PROVIDE SMOOTH TRANSITIONS AND ENSURE POSITIVE DRAINAGE. INGLEWOOD DRIVE (PRIVATELY OWNED AND MAINTAINED) DESIGN SPEED= 15 MPH POSTED SPEED= 15 MPH VPD=2,500 z 4, zu , VVV ��- �k CONNECTION NOTE: CONNECT TO IMPROVEMENTS ASSOCIATED WITH HOUSTON STREET AND BLACKBIRD LANE. MEET TOPS OF CURB, SIDEWALKS AND PAVEMENTS IN LINE AND ON GRADE. PROVIDE SMOOTH TRANSITIONS AND ENSURE POSITIVE DRAINAGE. INGLEWOOD DRIVE (PRIVATELY OWNED AND MAINTAINED) DESIGN SPEED= 15 MPH POSTED SPEED= 15 MPH VPD=2,500 z Km 3 b _N I U UI �i- 0 0 0 N i a 3 b Z g CL J Z CL. O O O N O Q 0 c 0 t 0 0 N r 42" HIGH SAFETY FENCE. COORDINATE MATERIALS WITH ARCHITECT AND OWNER. TRIM CAP WITH CONTINOUS ADHESIVE (AS PER MANUFACTURER'S - RECOMMENDATION) GRANULAR DRAIN (SEE NOTE 11 THIS SHEET) FILL BETWEEN AND BEHIND ANCHORS HEIGHT H' VARIES EMBEDMENT VARIES* -� SEGMENTAL RETAINING WALL NOTES PROPOSED GRADE (SEE PLANS) GRASS AREA TO BE SEEDED AND MULCHED -7 COMPACTED GRANULAR BASE OR OIPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = W PER 8" HIGH BLOCK SEGMENTAL RETAINING WALL NOT TO SCALE 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. FILTER FABRIC SIZE REBAR (TYP.) 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" HIGH SELECT MATERIAL (SEE NOTE 12 THIS SHEET) 100 TO BE APPROVED BY GEOTECHNICAL ENGINEER :3/4 GEOGRID 75-100 (AS NECESSARY) No. PER WALL HEIGHT SODRAIN (DAYLIGHT) 20-100 No. COMPACTED GRANULAR BASE OR OIPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = W PER 8" HIGH BLOCK SEGMENTAL RETAINING WALL NOT TO SCALE 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF SVEVE SIZE PERCENTAGE PASSING 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" HIGH 1 INCH 100 SAFETY FENCE. ALL SAFETY FENCING SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA :3/4 INCH 75-100 REQUIREMENTS. No. 4 0-60 20-100 No. 40 0-50 3. THE WALL MANUFACTURER SHALL INCLUDE THE SAFETY FENCE POST FOUNDATION DESIGN WITHIN No. 200 0-5 THE WALL DESIGN. CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS No. 200 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S THE LINES AND GRADES SPECIFIED "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." DESIGNER. PAD SHALL BE 6" MINIMUM 'SIEVE SIZE PERCENTAGE PASSING MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 4 INCH 100 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS No. 4 20-100 SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, DURING CONSTRUCTION. SHALL BE ORIENTED WITH THE HIGHEST STRENGTH GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO No. 20 0-60 CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS No. 200 0-30 FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. DRAWN BY: REG 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANJSIVE SOILS 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON—REINFORCED CONCRETE TO 14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM INSTRIUCTIONS. THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. ENIGINEERS SURVEYORS PLANNERS AsSOCIATES PO Dox 4114 3040AvemoreSquarePl. Lynchburg, VA 24502 CherloheMlle,VA22911 Phone: 434.316.6080 Phone: 434.484.2700 Ssa�sftte�.net DESIGNED BY: DAT PROJECT: SET REV. N0. THE HAVEN AT STONEFI ELD 2 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TlTL E: RETAINING WALL DETAILS C- 12 SHEET NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CIVIL H: 1 u-50' 21100104C_C-12.dwg " , 8/26/1 1 12 of 28 V:1=10 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND DURING CONSTRUCTION. SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF ,/Q0' f aIlv187 2 REMOVED SWALE NOTE FROM WALL DETAIL DAT 12/212/11 ,.» '�` — , —1 44 Nv ajv ENIGINEERS SURVEYORS PLANNERS AsSOCIATES PO Dox 4114 3040AvemoreSquarePl. Lynchburg, VA 24502 CherloheMlle,VA22911 Phone: 434.316.6080 Phone: 434.484.2700 Ssa�sftte�.net DESIGNED BY: DAT PROJECT: SET REV. N0. THE HAVEN AT STONEFI ELD 2 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TlTL E: RETAINING WALL DETAILS C- 12 SHEET NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CIVIL H: 1 u-50' 21100104C_C-12.dwg " , 8/26/1 1 12 of 28 V:1=10 DRAWN BY: REG DIHR BY: HfW WWA NUMBER: 21 1001.04 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATEONAL WATER LINE 'A' 510 495 510 505 r i L --------- 5 ... .. ..... 515 D[.:SIGN[ D BY: IIHOJECI: 455 510 495 PROPO'-ED--- ----- -- 490 495 3 510 0 EXIKING NUMHFR: 510 D E @ DIOR BY: --- ------------ --- - -- - . ea m C-13 HFW I P E 490 ------ _485 - ---- - ---- ln.R Ln 505 505 SCALL: DATE: 485 21100104C-C-13.dwg CIVIL . ..... 445 485 . .......... V CLASS 5' P_ m 505 _480 2 480 Er z 440 2__ >_>_>0 -GRADE '-_.Q_--_ 475 > w C) -77.58 ----94-.12- 41.3 LF "----_ -0 cr --- 500 -7 P% ,5 -STA: 1 0+1100- .0 0. . ...... PVC --- - ---- 5 RIPE 3DR_ 35 W G-R4DE- MI rn -------- 0-) + .... 0..r 500 (a U.- __ 1. - 12.- x8 .707-0.52%-- 010 + +t� ccs OVER- 0 - ----- - PVG SDR GAV 470 480 495 500 -1 CONNE0lT_T0___EXISTING- 1'27 475 - ----- - z ---- — ------ ------- _- . to 0 495 c) -7--STUB--FROM X__ __ IOSTONEFIELD - Ic --a cat 465 -------- __I< C.4 U.1 - Uj ----- -- --a TOWINCENTER- FINAL -SITE PLAN* _j _+ + 465 U) - f= -, _T V_ y ct 490 495 CS 460 460 1.0 CL K 1 -- ---- ----- 490 3: : 0 EXI T1 2_7 _7 ---1.3'- CLEAR ------- 455 450 00- tN — ----- ------- - - cr 00 00 v -00 445 Z_ Z_ 485 490 CL 450 o to QD - — -------- 0 z lw_ U) -Z Ll �_j R- K 440 60 Lr) CC) 0 —Z 00 cy) C) 485 445 + C6 MF— m + _CONTROLLED - ( ) C) o C V 1C A CM LEAR. z "t 0--M 485 > < > > > 0 _.COMPAICT.ED-_ T0_987OL-.___ 7_1 _440 _ -- - ---- 10 C,4 _Z V) Fr z- K 480 10, _D,p._WATERLINt t7l DRY WEIGHT -DENSITY-- - 0 LO 485 00 z 00 00 480 0) Q 1.02 MR.._8" CLASS 52 PER ,ASM D-698--- 1.0'- saw - CLEAR L J 480 0 QL 475 C) ce 1.0' CLEAR 10+00 11+00 12+00 > 00 47 475 =77-- . ...... . 1 REVISED UTILITY PROFILES PER ACSA COMMENTS DAT 11/11/111 z__ 2 REVISED WATER LINE PROFILES PER ACSA COMMENTS DAT 12/22/11 -2 3 REVISED WATERLINE "A" REMOVED 4-45* HORIZONTAL BENDS DAT 1/11/12 470 �l u z + Ito w 0 __'m - c%l - ------- CN C-IrD I - ----- 470 0� 11- T< C-4 OQ 40w� LO CG C; W W Cq LUU-1 CN� U i ­_ to . NO. 00 0 IV) La BY 0AII_ Li LU U0 0 co cq r. zw 465 + - ------ + -1-11 ?w -y + *!.- p a > + to z N.J.— + � - -- _r ------- + "'g Of 9 LO LLI (f) M -v 465 ELoo 10 -1.1 � 470 0 0 V) :),t It Xcra ih :JI < cq- .�04 R SCS Lr T -ON II r7 'X c OU_lvj Nl LoAII < X > V) Ld U J; (0-�YAX 0) - 0 X 465 ;0 - C6 - c + + + +20+_.- Z_ )10l z -vl ui p __ _;�_ LU+ z w +1 diz, W�__ __+ I 06-- r^ __ 00 - 30- I-, F A_ rn I -M r�[ I rml � I --ld V_ V_ 10+00 11+00 12+00 13+00 14+00 15+00 E- 495 510 505 r i L --------- 5 515 D[.:SIGN[ D BY: IIHOJECI: 455 ............. . 495 PROPO'-ED--- 490 495 3 510 0 EXIKING NUMHFR: 510 D E @ DIOR BY: 450 - . ea m C-13 HFW I P E 490 ------ _485 . . ........ ..... .. ..... . ln.R Ln DIP WATERLI 505 SCALL: DATE: 485 21100104C-C-13.dwg CIVIL LN 445 485 . .......... V CLASS 5' P_ m DIP WATERLII, _480 2 480 Er z 440 2__ >_>_>0 475 > w C) -77.58 ----94-.12- 41.3 LF "----_ -0 cr --- -7 P% ,5 o c" PVC SDR -35 PVC SDRC SDR� 5 PSC: 3DR_ 35 W rn -------- 0-) + 490 0..r 5 2% (a U.- __ 1 .707-0.52%-- 010 + +t� ccs 0 - ----- - PVG SDR 485 470 480 500 475 - ----- - z ---- — ------ ------- _- . to c) -to X__ __ 0 -CDR - Ic --a cat 465 -------- __I< C.4 U.1 - Uj ----- -- --a _6 Ul-_ z + _j _+ + 465 U) - f= -, _T V_ y ct 495 CS 460 460 N— -- ---- ----- -4, CO 3: : 0 EXI T1 2_7 _7 0 0 455 450 00- tN — ----- ------- - - cr 00 00 v -00 445 Z_ Z_ 490 CL 450 o to QD - — -------- 0 z lw_ U) -Z Ll �_j R- K 440 60 Lr) CC) 0 —Z 00 cy) C) 445 + C6 MF— + r< + g + to ( ) C) o C V 1C A CM LEAR. z "t 0--M 485 > < > > > _440 _ Z 10 C,4 _Z V) Fr z- K _D,p._WATERLINt LO 0 LO 485 00 00 00 00 rn 0) Q 1.02 MR.._8" CLASS 52 1.0'- saw - CLEAR L J 480 0 QL 1.0' CLEAR 10+00 11+00 12+00 00 480 475 =77-- . ...... . 1 REVISED UTILITY PROFILES PER ACSA COMMENTS DAT 11/11/111 z__ 2 REVISED WATER LINE PROFILES PER ACSA COMMENTS DAT 12/22/11 -2 3 REVISED WATERLINE "A" REMOVED 4-45* HORIZONTAL BENDS DAT 1/11/12 �l 0 CN 475 NO. S1 f�'l IS N BY 0AII_ N0. 14+00 15+00 E- 510 505 WATER LINE '13' 5 515 D[.:SIGN[ D BY: IIHOJECI: 455 ............. . 495 PROPO'-ED--- 495 3 510 0 EXIKING NUMHFR: 510 D E @ DIOR BY: 450 - . ea m C-13 HFW I P E 490 ------ . . ........ ..... .. ..... . ln.R Ln DIP WATERLI 505 SCALL: DATE: 485 21100104C-C-13.dwg CIVIL LN 445 485 13 of 28 V CLASS 5' m DIP WATERLII, 480 2 480 Er z 440 2__ >_>_>0 475 > w C) 510 495 cr --- 470 o c" oQ -;F-3: m N d CID 00 W -------- 0-) + 490 505 h 00 00 00 010 + +t� ccs 0 - ----- - PVG SDR 485 480 500 475 - ----- - ---- — ------ ------- _- . Oa 470 ....... - - ____+ . 3:� I � _6 Ul-_ z 465 V_ LU 495 460 > -- ---- 455 EXI T1 2_7 _7 0 0 450 00- tN PROPOSED GRACE cr 00 -00 445 Z_ Z_ 490 Ll > < > z lw_ U) -Z R- K 440 490 SHEET RLOSION 1 Ry 1 DATE op OP, E �RR E A W, ONAL 0.50% 9WAR 470 465 460 510 505 WATER LINE '13' 5 500 D[.:SIGN[ D BY: IIHOJECI: 455 ............. . 495 PROPO'-ED--- 495 3 GRADE 0 EXIKING NUMHFR: 510 D E @ DIOR BY: 450 - . ea m C-13 HFW I P E 490 .. . ........ . . ........ ..... .. ..... . ln.R Ln DIP WATERLI U OM 0 SCALL: DATE: 485 21100104C-C-13.dwg CIVIL LN 445 485 13 of 28 V CLASS 5' m DIP WATERLII, 480 2 480 Er z 440 2__ >_>_>0 475 > w C) 510 00 cr --- 470 o c" oQ -;F-3: m N d CID 00 W -------- 0-) + c� 00 505 h 00 00 00 010 + +t� ccs 0 - ----- - 505 500 - ----- - ---- — ------ ------- _- . Oa ....... - - ____+ . 3:� I � 500 LU 495 > -- ---- 495 EXI T1 3.0 tN PROPOSED GRACE cr __..A I L Z_ 490 490 C V 1C A CM LEAR. 485 -CLEAR-- _D,p._WATERLINt 485 1.02 MR.._8" CLASS 52 1.0'- saw - CLEAR L J 480 0 1.0' CLEAR 00 480 475 =77-- . ...... . z__ > 475 En 4 70 z ELoo 10 470 0 0 V) :),t It Xcra :JI < cq- .�04 R SCS Lr -U) WL0 000 ZO) V) Ld U J; (0-�YAX 0) - 0 465 + + + +20+_.- _ iz PO �� +it p __ _;�_ LU+ . w +1 diz, W�__ __+ ;__ 'J. 9-,--+ 06-- r^ __ 00 - 30- 465 Ck:: LLJ--- X 00 00 T --- r ----- ...... ---r - ­­- -­­­",­­­., - i l._.-_-___'.__.' --AI > - -1 116 . co w X. oo -1 -1-z v I ­ Ln U.)7 U) -- - .4� 11 - ­— - (0 t2l �j �j iJS v I _z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 op OP, E �RR E A W, ONAL 0.50% 9WAR 470 465 460 �e M 10+00 11+00 12+00 13+00 AM A= ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avernorc Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434 316.6080 Phone: 434.984 2700 O7 00 00 00 00 00 "t _t -4- 515 510 495 490 485 480 475 470 465 460 455 450 445 440 WATER LINE 'C' 510 510 505 5 500 D[.:SIGN[ D BY: IIHOJECI: 455 ............. . 495 PROPO'-ED--- 495 3 GRADE 0 EXIKING NUMHFR: �_ D E @ DIOR BY: 450 - . ea m C-13 HFW I P E 490 .. . ........ . . ........ ..... .. ..... . ln.R Ln DIP WATERLI U OM 0 SCALL: DATE: 485 21100104C-C-13.dwg CIVIL LN 445 485 13 of 28 V CLASS 5' m DIP WATERLII, 480 2 480 Er z 440 2__ >_>_>0 475 > w C) 475 00 cr --- 470 o c" oQ -;F-3: m N d CID 00 W 465 0-) + c� 00 00 00 h 00 00 00 010 + +t� ccs �e M 10+00 11+00 12+00 13+00 AM A= ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avernorc Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434 316.6080 Phone: 434.984 2700 O7 00 00 00 00 00 "t _t -4- 515 510 495 490 485 480 475 470 465 460 455 450 445 440 WATER LINE 'C' 510 510 505 5 500 D[.:SIGN[ D BY: IIHOJECI: 500 DAT 495 PROPO'-ED--- 495 3 GRADE 0 EXIKING NUMHFR: �_ D E @ DIOR BY: -1 P ---E- GRA 490 C-13 HFW I P E 490 8" CLASS 5'___ SHEET NU!,IBER: WWA NUMBER: DIP WATERLI DISCII'l.-INE: SCALL: DATE: 485 21100104C-C-13.dwg CIVIL H: 1"--50' 485 13 of 28 V CLASS 5' m DIP WATERLII, 480 2 480 z Li 475 > w C) 475 00 cr --- 470 o c" oQ -;F-3: 0 Uj --<> Up - 04 0) W 465 co + + _r- 0 V) U.) 465 < 010 + +t� ccs 0 c) 10+00 NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USEID VERT: 1 10' 10, 10' I �lll I sm im 50' 0 50' HORZ: 1" = 50' E 14+00 D[.:SIGN[ D BY: IIHOJECI: SET REV. NO. DAT THE HAVEN AT STONEFIELD 3 DRAWN BY: REG__---ALBEMARLE COUNTY, VIRGINIA NUMHFR: DIOR BY: WATER AND SANITARY SEWER PROFILES C-13 HFW SHEET NU!,IBER: WWA NUMBER: FILE NAME: DISCII'l.-INE: SCALL: DATE: 211001.04 21100104C-C-13.dwg CIVIL H: 1"--50' 8120111 13 of 28 E STORM EX40-125 I&T61,0111111 SIR IN b- -a A Nq Lair- ,qdl 1, DES�GNED BY: PROJECT: m SAR THE HAVEN AT STONEFIELD limmo 2 DRAWN BY: w IN am lllim TO oil IN If - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES Lail If awl IYA101111 La JAE Is ti • 515 515 pq :3 -i mil FILE NAME.- 510 SCALE: .01 SHEET NUMBER: ■ 21100104CC- 14.dwg IN III M1 510 14 of 28 V: 100=108 0/ z 05 m��m 11 III IN 0 SWI sm Slid MIN 11m Iffill Km .91 III IN 0 m 500 IIINL MM IS W ■ 495 w U, son pi LU w 495 go FA RE ELI InLn 490 KA Le 111Fq n M- IN ai A - on no - : INNIN E S 0 485 480 IN RIM m I 11112 ftl 111114 475 475 WIN Is MEN W 470 W IN 465 so IM�mw IN 0 of 460 460 I 1WWII 11 111111111110 455 e1% 0 111111111110 Qj11 450 450 ---------------------- < ommme 111040. &jIIRMmm n" -W 15:m • M11I& pv*AIM M111 IN 111111M M111I _-a • m�mWWIN ll�Ci•���■ us =� �� • 54 IN IN m M MEN m_ 11�511111111111111 Im Wi!WWMEN M-��m MIN F� M SMAS U11 IM1211111111111 2A m� IN No", 0 111 �JFT ONE.-G]14L mmr_w is�, !a SPIN w '1111111A IN PAS A Will! IN Hui Li V) STORM 117-117.2 10+00 11+00 C14 as Q REVISED PROFILES BASED ON NEW GRADING DAT 11/11/11 2 ADDED SANITARY LATERAL CROSSINGS DAT 12/22/11 N Z STORM 120-120.5 SIR IN Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD limmo 2 DRAWN BY: INMEN■ IN SMEN■ IN am lllim TO oil IN If - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES Lail If awl IYA101111 IN • 515 515 pq :3 mil FILE NAME.- 510 SCALE: .01 SHEET NUMBER: ■ 21100104CC- 14.dwg 510 M1 510 14 of 28 V: 100=108 0/ z 05 SWI sm 505 MIN 11m Iffill Km .91 m 500 IIINL IN MI IS W ■ 495 w U, son pi LU w 495 go FA RE 490 InLn 490 KA Le 111Fq n M- ai A - .! - : INNIN E S 0 485 480 480 INSIST— ftl 111114 475 475 WIN MEN W 470 W 465 460 460 455 e1% 455 Qj11 10+00 11+00 C14 as Q REVISED PROFILES BASED ON NEW GRADING DAT 11/11/11 2 ADDED SANITARY LATERAL CROSSINGS DAT 12/22/11 N Z STORM 120-120.5 10+00 11+00 NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION t-3- 1( STORM 130-130.1 SIR IN Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD limmo 2 DRAWN BY: INMEN■ IN SMEN■ IN am lllim TO oil IN If - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES Lail If awl IYA101111 IN • 515 515 pq :3 mil FILE NAME.- 510 SCALE: .01 SHEET NUMBER: ■ 21100104CC- 14.dwg 510 M1 510 14 of 28 V: 100=108 0/ z 05 SWI sm 505 Km .91 m 500 IIINL IN MI IS W ■ 495 w U, pi LU w 495 go FA RE 490 InLn 490 KA Le 111Fq n M- ai A - .! - : INNIN E S 0 485 480 480 INSIST— 475 475 WIN MEN W 470 W 465 10+00 11+00 NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION t-3- 1( STORM 130-130.1 10+00 NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. DATE 03 7— 7 -,(/ , z STORM 116-133 SIR IN Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD limmo 2 DRAWN BY: INMEN■ IN SMEN■ IN am lllim TO oil IN If - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES Lail If awl IYA101111 DIHR BY: HFIN 515 515 pq :3 WWA NUMBER: FILE NAME.- 510 SCALE: .01 SHEET NUMBER: ■ 21100104CC- 14.dwg 510 ■ 510 14 of 28 V: 100=108 0/ z 05 SWI sm 505 Km m 500 IIINL IN MI 0-1 495 w U, pi LU w 495 go FA RE 490 InLn 490 KA Le n M- ai A - 485 E S 0 485 480 480 475 475 470 470 465 10+00 NOTE: ADJUST TOPS TO MATCH FINAL FINISHED GRADE. DATE 03 7— 7 -,(/ , z STORM 116-133 STORM 122-122.1 SIR IN Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD limmo 2 DRAWN BY: INMEN■ IN SMEN■ IN am lllim TO oil IN If - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES Lail If awl IYA101111 DIHR BY: HFIN 515 515 pq :3 WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: .01 SHEET NUMBER: 211001.04 21100104CC- 14.dwg 510 H: 1 m-50' 510 14 of 28 V: 100=108 0/ z SWI sm 505 Km m 500 IIINL IN MI 0-1 495 w U, pi LU w 495 go FA RE 490 InLn 490 KA Le n M- ai A - STORM 122-122.1 10+00 STORM 132-132.1 Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD 2 DRAWN BY: TO ALBEMARLE COUNTY, VIRGINIA - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES C-14 DIHR BY: HFIN 515 515 WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: DATE: SHEET NUMBER: 211001.04 21100104CC- 14.dwg 510 H: 1 m-50' 510 14 of 28 V: 100=108 0/ z 505 505 500 IIINL 500 0-1 495 495 490 490 485 E S 0 485 480 480 475 475 470 470 465 460 460 455 10+00 STORM 132-132.1 ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3 040 Avemore Square P1. Lynchburg, VA 24502 Chwloftesville,VA22911 Phone: 434.316.6090 Phone: 434.984.2700 vnwwmwasseciatesmet 10+00 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C-17. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. 4. STANDARD STEPS (ST -11) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A (REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD 2 DRAWN BY: TO ALBEMARLE COUNTY, VIRGINIA - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES C-14 DIHR BY: HFIN 515 515 WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: DATE: SHEET NUMBER: 211001.04 21100104CC- 14.dwg 510 H: 1 m-50' 510 14 of 28 V: 100=108 0/ z 505 505 500 500 P! -PE -- 495 495 490 490 485 E S 0 485 480 480 475 475 470 470 465 460 460 455 e1% 455 Qj11 450 450 ---------------------- < ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3 040 Avemore Square P1. Lynchburg, VA 24502 Chwloftesville,VA22911 Phone: 434.316.6090 Phone: 434.984.2700 vnwwmwasseciatesmet 10+00 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C-17. 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 FEET. 4. STANDARD STEPS (ST -11) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4 FEET. 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PIPE SHALL BE TYPE S, SMOOTH WALL INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT STANDARDS FOR PLASTIC PIPE. 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. IF THIS DRAWING IS A (REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' Lair- ,qdl 1, DES�GNED BY: PROJECT: SET REV. NO. SAR THE HAVEN AT STONEFIELD 2 DRAWN BY: TO ALBEMARLE COUNTY, VIRGINIA - NUMBER.- T1 TL E: -DRAWING STORM DRAIN PROFILES C-14 DIHR BY: HFIN WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: DATE: SHEET NUMBER: 211001.04 21100104CC- 14.dwg CIVIL H: 1 m-50' 0 /-1 6111 14 of 28 V: 100=108 0/ z J Z Stormwater Inlet Computations 1m Project: The Haven at Stonefield By SAR P _... ... 5 SCI ATS S. wWA Pro' ct Number: 211001.04 Date: 11/10/11 le .... ............. ... ........ .,, , CURB INLETS ON GRADE CURB SAG INLETS ONLY 1.39 INLET 1.42 0.010 0.020 8.03 2.00 1 0.25 0.020 --- � CL Q- ,.. a +- � '° 1 0.06 11.25 U) U) a� c as .. � r Q 119.1 DI -3B 10.0 0.17 Inlet 130.1 V •�•• N M •-• .0 U)E-.� 0.90 C O V v V O y C1 J .-. 0.52 UJ m C] 1.00 0.86 i w 4) o 0 N 0.99 0.08 1.00 0.40 a Grade Inlet .. . ,... ra , ., , ,,....... ... Grade Inlet REMARKS = a 10.0 Q 0.90 c o ° d C v .° °° N° J :° 0.020 4.31 c a @� = z 0.17 n F_ �, G1 v U ... v 0.09 m J V. (D Q. o U) r N a) a O J ...... R m m Grade Inlet 4) o -'} L _0 -0 Cr - 0.90 z 4.00 0.25 CV 0.25 L ... }' �.' Q1 ` fR t d O t 0.80 0.030 i' 0.99 0.17 10 4> W 1.36 UJ G 1.00 0.25 Q V .....222 E ......,.222 .. -_. ... .. ..a ... a ......... >.,,. , �..... 2 0 O � > 3 O 1NQ. O d)O C. C U QHv- 1 4.00 H QpX 0.00 JJJL z z i 0.045 4.00 1 2.00 1 0.50 0.020 1 1.00 c 4) LLi 1 0.09 9.04 N 1.00 0.47 i 0.00 .. ,... ...,,.:.. ,..., ...... ,. ..;;: .. _...,... . E . ....,. , C7 Q A W ...E ,, ..... ,. .. .. .... E2 ... .,.E .. ..... .. .:....��wS&7 ,.x..,,. ...... ,.. ,..,.. ........... ,..,,,: E � ..... ......... .... .. .. d fn .......:...:. .E. ........ ... .. ......... .... ...�x.x., l.r2,. E.. ., ,..,,... .. ul:,:. 3. ... .. 2 , �... . E ...... ...,. ............. 3 a ,,,,,, r , 2e . ... ....E ., .. , , . .. ..,,,, e .':: ,.,. ,.,.,:./� ,. y , , ...E .. ........ ....... E , ......_ ( 3 . r .. .. ....... ...<<. a 2.. .c V .,......., _, 2 $ a �' FQW - .. .. ;M " ,. _,. .0..9+x.. ... .... . ,,...... .. '].. ':... N N a .. ...: ..� . ...... .. ....: �. .....d. -..a, ,.... J ,..,....... ....... �3 a a a . ...,.... ...„...E. 2 a ,. .,., ..�. .,�, ., ,..E .... <., ., -:-. . a .... .. ., ,... � ... ,, M,,.. , „.... n..:. .,. .i-. .. .......... . . ..,� , r, 2 2 3-. a. 117 D1 -3B 8.0 0.14 132.1 D1 -3B 12.0 0.52 1 0.60 0.31 1 4.00 1 1.25 1 0.00 1 1.25 0.030 0.020 1 6.22 1 2.00 1 0.32 0.020 1 1.00 0.64 0.17 0.08 0.07 13.66 0.88 0.12 0.98 1.22 0.03 0.50 4.00 2.02 0.00 2.02 0.005 Grade Inlet 131 DI -3B 12.0 0.41 0.85 0.35 4.00 1.39 0.03 1.42 0.010 0.020 8.03 2.00 1 0.25 0.020 1 1.00 0.53 0.17 0.08 1 0.06 11.25 1.07 0.16 1.00 1.42 1 0.00 1Grade Grade Inlet 119.1 DI -3B 10.0 0.17 Inlet 130.1 DI -3B 8.0 0.11 0.90 0.10 4.00 0.40 0.00 0.40 0.040 0.020 3.84 2.00 0.52 0.020 1.00 0.86 0.17 0.08 0.09 8.06 0.99 0.08 1.00 0.40 0.00 Grade Inlet .. . ,... ra , ., , ,,....... ... Grade Inlet 130 DI -3B 10.0 0.15 0.90 0.14 4.00 0.54 0.00 0.54 0.040 0.020 4.31 2.00 0.46 0.020 1.00 0.81 0.17 0.08 0.09 9.44 1.06 0.09 1.00 0.54 0.00 .. .h ul1 , t, k•. a. Grade Inlet 128 DI -3B 8.0 0.07 0.90 0.06 4.00 0.25 0.00 0.25 0.040 0.030 2.51 2.00 0.80 0.030 1.00 0.99 0.17 0.08 0.11 5.90 1.36 0.08 1.00 0.25 0.00 .. ,.,. 2 .....222 E ......,.222 .. -_. ... .. ..a ... a ......... >.,,. , �..... 2 0 x.. .. .,....... Grade Inlet 126 D1 -3B 10.0 0.13 i 0.90 0.12 1 4.00 0.47 0.00 0.47 0.045 0.020 4.00 1 2.00 1 0.50 0.020 1 1.00 1 0.84 0.17 1 0.08 1 0.09 9.04 1.11 1 0.08 1.00 0.47 i 0.00 .. ,... ...,,.:.. ,..., ...... ,. ..;;: .. _...,... . E . ....,. , Grade Inlet 123 DI -3B 6.0 0.07 0.90 0.06 4.00 1 0.25 0.00 1 0.25 0.015 0.030 3.02 2.00 1 10.66 0.030 1 1.00 0.95 0.17 0.08 0.11 4.48 1.34 0.09 1.00 0.25 0.00 Grade Inlet 119.1 DI -3B 10.0 0.17 Grade Inlet 122.1 D1 -3B 8.0 0.09 0.85 0.08 4.00 0.31 0.00 0.31 0.040 0.020 3.48 2.00 10.57 0.020 1.00 0.90 0.17 0.08 0.10 7.09 1.13 0.07 1.00 0.31 0.00 Grade Inlet .. . ,... ra , ., , ,,....... ... Grade Inlet 121 D1 -3B 12.0 0.23 0.90 0.21 4.00 0.83 0.00 0.83 0.040 0.020 5.06 2.00 0.40 0.020 1.00 0.74 0.17 0.08 0.08 11.79 1.02 0.10 1.00 0.83 0.00 .. .h ul1 , t, k•. a. Grade Inlet 120.5 DI -3B 14.0 0.79 0.60 0.47 4.00 1.90 0.00 1.90 0.040 0.030 5.35 2.00 10.37 0.030 1.00 0.71 0.17 0.08 0.09 15.81 0.89 0.16 0.98 1.86 0.04 .. ,.,. 2 .....222 E ......,.222 .. -_. ... .. ..a ... a ......... >.,,. , �..... 2 0 x.. .. .,....... Grade inlet 120.4 DI -3B 10.0 0.20 0.85 0.17 4.00 1 0.68 0.00 1 0.68 1 0.050 0.030 1 3.50 1 2.00 i 10.57 0.030 1 1.00 1 0.90 0.17 1 0.08 0.10 1 9.99 1.00 1 0.10 1.00 i 0.68 0.00 .. ,... ...,,.:.. ,..., ...... ,. ..;;: .. _...,... . E . ....,. , Grade Inlet 120.2 DI -3B 10.0 0.08 0.90 0.07 4.00 1 0.29 0.00 0.29 0.040 0.020 3.41 2.00 10.59 0.020 1.00 0.91 0.17 0.08 0.10 6.88 1.45 0.07 1.00 0.29 1 0.00 Grade Inlet 120.1 D1 -3B 10.0 0.10 0.90 0.09 4.00 0.36 0.00 0.36 0.040 0.020 3.70 2.00 10.54 0.020 1.00 0.88 0.17 0.08 0.09 7.68 1.30 0.07 1.00 0.36 0.00 Grade Inlet 119.1 DI -3B 10.0 0.17 0.90 0.15 4.00 0.61 0.00 0.61 0.020 0.020 5.29 2.00 0.38 0.015 0.75 0.70 0.16 0.08 0.07 8.90 1.12 0.10 1.00 0.61 0.00 Grade Inlet 119 D1 -3B 8.0 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.020 0.005 7.12 2.00 10.28 0.005 1.00 0.59 0.17 0.08 0.05 5.88 1.36 0.04 1.00 0.14 0.00 Grade Inlet .. . ,... ra , ., , ,,....... ... ,... :: 2 2 .... ,..a .,..,.E. .. ..-.. 3. a. .,<: .... ...,.. ... .,/' 2 \. ,. <. ......�. .. .. ... .. :::: ............ .. ,.,.E .,.., ... , o.,... ........ .. , ..a a2�2 2 2 2..x2 a 22. ,. ., ..,. 2 a .. ...... ,:..... .... ...., ..., .wi �y .. <.. v. :,.: .. _., 2. 2e.. . 2 ..,. ..... .,,,, .. ... 22e 2 ... ...:... .. <... .. ,... 2 2..... ,2 , ... ..... .., <EE, � .. .h ul1 , t, k•. a. .: ..,..:.2 2 2 e a.2aa.a,a3a, .... ::,:.:, .... a . ...:. ,. l .'e2 -1.2 3 ... ,, 1 :. . ¢, ... .. ,<,�,...:,. .........::.. .__ ... • ,., . ....._,..3�2 S.E.. , .,E,.l;, . , . , . .......:. ......._ ..: .............. ... .... . ... . ... ...... .........E E , ,... . ......., ..... , ,... ,. ..... .. .......... ..,.. ,.., .... ,,. ..., .. ..... ,... ..... .. .._ ...E ,.2 ... ...'i .., ... a., ...,'. .... .. 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Ea a .. ...: ..� . ...... .. ....: �. .....d. -..a, ,.... ..... ... ., .,....... 24 ,..,....... ....... �3 a a a . ...,.... ...„...E. 2 a ,. .,., ..�. .,�, ., ,..E .... <., ., -:-. . a .... .. ., ,... � ... ,, M,,.. , „.... n..:. .,. .i-. .. .......... . . ..,� , r, 2 2 3-. a. 117 D1 -3B 8.0 0.14 0.90 0.13 4.00 0.50 0.00 0.50 0.010 0.020 5.45 2.00 0.37 0.020 1.00 0.71 0.17 0.08 0.08 6.45 1.24 0.11 1.00 0.50 0.00 Grade Inlet 115 D1 -3B 12.0 0.56 0.90 0.50 4.00 2.02 0.00 2.02 0.005 0.060 j 5.25 j 2.00 j 10.38 0.060 1.00 1 0.72 0.17 0.08 0.12 7.28 j 1.65 0.31 1.00 2.02 0.00 Grade Inlet 4.0 IN/HR DESIGN STORM (2 YR INTENSITY) 8.8 IN/HR CHECK STORM (100 YR INTENSITY) '1Ioli3- 1 UPDATED CALCULATIONS PER NEW GRADING DAT 11/1 1 /1 1(%" DESIGNED BY: PROJECT: SET REV. NO. W� DAT THE HAVEN AT STONEFIELD 2 ENGINEERS DRAWN BY: SURVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER.- PLANNERS UMBER: T PLANNERS TITLE: DIHR BY: STORM DRAIN CALCULATIONS C-16 As ATES HFWPO Box 4119 SHEET NUMBER: Lynchburg, VA 4502 3040 C azlonemlla VA229111 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N0. BY DATE N�t?1�AL�Cs Phone: 434.316.6080 Phone: 434.984.2700 21 1001.04 21 1001 04'C -C- 1 6'dw9 CIVIL H: N/A SHEET REVISION 0 SHEET REVISION BY DATE V: NIA 8/26/1 1 16 Of 28 w1w✓.wwassociates.net E- J EROSION & SEDIIv1.ENT CONTROL NARRATIV I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF STONEFIELD BLOCK E2 "THE HAVEN AT STONEFIELD" CONSISTING OF MULTI -FAMILY GARDEN STYLE RENTAL APARTMENTS WITH FREE STANDING GARAGES, FREE STANDING GARAGES WITH CARRIAGE UNITS, SURFACE PARKING AND SUPPORT UTILITIES. THIS PLAN IS WITHIN THE LIMITS OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO 2009-00074. THIS PROJECT WALL INVOLVE DISTURBING APPROXIMATELY 7.52 ACRES. II. EXISTING SITE CONDITIONS THE SITE WILL BE ROUGH GRADED PER THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO 2009-00074. THE EXISTING CONTOURS ON THIS PLAN REPRESENT THOSE GRADES. SEE PLAN COORDINATION NOTE ON COVER SHEET DRAWING NO. C-1. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE NORTH BY THE WESTFIELDS RESIDENTIAL DEVELOPMENT, TO THE EAST BY SECOND STREET AND THE FUTURE STONEFIELD "POWER CENTER" (THIS AREA IS CURRENTLY VACANT BUT BEING ROUGH GRADED WITH WPO 2009-00074), TO THE SOUTH BY STONEFIELD BOULEVARD (WPO 2011-00036), AND TO THE WEST BY STONEFIELD TOWN CENTER (WPO 2011-00059 AND SDP 2011-00054). IV. OFF-SITE AREAS THERE WILL BE NO OFF-SITE WORK ASSOCIATED WITH THIS PROJECT. V. SOILS THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO 2009-00074. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29, HYDRAULIC ROAD, STONEFIELD BOULEVARD, FIRST STREET AND SECOND STREET. VII. STORMWATER MANAGEMENT CONSIDERATIONS QUANTITY CONTROLS AND PARTIAL QUALITY CONTROL FOR THIS SITE ARE PROVIDED IN THE FACILITIES ASSOCIATED WITH PLANS ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT" PLAN WPO 2010-00023. THE REMAINDER OF THE QUALITY CONTROL REQUIREMENTS FOR THIS PROJECT WILL BE PROVIDED ON-SITE. SEE DWG C-21 FOR STORMWATER QUALITY CALCULATIONS AND DETAILS. VIII. OFF-SITE ACTIVITIES THERE ARE NO OFF-SITE ACTIVITIES ASSOCIATED WITH THIS PROJECT. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE STANDARDS, VOLUME I, 2008. A. STRUCTURAL PRACTICES 1. SAFETY FENCE (SAF), 3.01: SAFETY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE AND PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. 2. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN PROJECT:THE HAVEN AT STONEFIELD ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST' BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE SURVEYORS CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING DRAWN BY: AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR TLB WATERCOURSES. TI TL E. EROSION AND SEDIMENT CONTROL NARRATIVE 3. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES C- 18 TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE ATTACHED SITE PLAN. HFW 4. STORM DRAIN INLET PROTECTION (IP), 3.07 AND CULVERT INLET PROTECTION (CIP), 3.08: STORM DRAIN INLET PROTECTION AND CULVERT INLET PROTECTION SHALL BE PROVIDED AS SHOWN ON THE PLANS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM. FILE NAME: 5. TEMPORARY DIVERSION DIKE (DD), 3.09 AND TEMPORARY RIGHT-OF-WAY DIVERSION (RWD), 3.11: TEMPORARY Po Box 4119 3040 Avemore square P1. Lynchburg, VA 24$02 Charlottesville, VA 22911 DIVERSION DIKES AND RIGHT-OF-WAY DIVERSIONS SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT 21 1001.04 SEDIMENT -LADEN RUNOFF TO A STABUIZED OUTLET. CIVIL 6. TEMPORARY SEDIMENT TRAP (ST), 3.13: TEMPORARY SEDIMENT TRAPS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS TO COLLECT AND DETAIN SEDIMENT LADEN RUNOFF LONG ENOUGH TO ALLOW A MAJIORITY OF THE SEDIMENT TO SETTLE OUT BEFORE BEING DISCHARGED FROM THE SITE. 7. STORMWATER CONVEYANCE CHANNEL (SCC), 3.17: PROVIDE AS SHOWN FOR THE CONVEYANCE OF CONCENTRATED RUNOFF WATER TO A RECEIVING CHANNEL OR INLET. 8. SOIL STABILIZATION BLANKETS & MATTING (B/M), 3.36: INSTALL AS SHOWN ON PLAN TO RESIST EROSION AND PROMOTE THE ESTABLISHMENT OF YOUNG VEGETATION IN CHANNELIZED AREAS. 9. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. B. VEGETATIVE PRACTICES 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 ON THIS SHEET AND TO "TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32-D" ON DWG C-20 FOR ADDITIONAL INFORMATION. 1 REVISED SEQUENCE OF CONSTRUCTION 2 ADDED SAFETY FENCE TO NARRATIVE NO. I SHEET REVISION DAT 11/11/11 DAT 12/212/11 BY I DATE I NO. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E&S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS & BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3 -ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT ROSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SHEET REVISION BY I DATE Z -2Z-.'/ MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS -17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS -18. TEMPORARY E&S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL E&S AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. SAFETY FENCE (3.01): INSPECT SAFETY FENCE REGULARLY FOR WEATHER-RELATED OR OTHER DAMAGE. MAKE REPAIRS AS NECESSARY. 4. CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 5. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 6. STORMDRAIN INLET PROTECTION (3.07) AND CULVERT INLET PROTECTION (3.08): SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 7. TEMPORARY DIVERSION DIKE (3.09) AND TEMPORARY RIGHT-OF-WAY DIVERSION (3.11): THE MEASURES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIVERSION AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURES SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. 8. TEMPORARY SEDIMENT TRAP (3.13): THE MEASURE SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF OF THE DESIGN VOLUME. 9. STORMWATER CONVEYANCE CHANNELS (3.17): THE MEASURE SHALL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR IS NOT OCCURRING. SEDIMENT DEPOSITED IN THE CHANNELS SHALL BE REMOVED PRIOR TO THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING CONSTRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 10. SEEDING (3.31/ 3.32): AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 11. SOIL STABILIZATION BLANKETS & MATTING (3.36): THE MEASURE SHALL BE PERIODICALLY CHECKED FOR UNDERMINING AND TO ENSURE THAT IT IS SECURE AND FUNCTIONING AS INTENDED. 12. DUST CONTROL (3.39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON-SITE AND OFF-SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13-301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND < DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY THAT THE EROSION AND SEDIMENT CONTROLS ASSOCIATED WITH THE "ALBEMARLE PLACE ROUGH GRADE PLAN" (WPO 2009-00074) ARE IN PLACE PRIOR TO CONSTRUCTION. 3. VERIFY THAT EXISTING DIVERSION DIKES, TEMPORARY INLET TEMP -1 AND ITS ASSOCIATED PIPE, AND STORMWATER CONVEYVANCE CHANNEL SCC3 ARE IN PLACE FROM "STONEFIELD BOULEVARD ROAD PLAN" (WPO 2011-00036) AND "STONEFIELD TOWN CENTER FINAL SITE PLAN" (WPO 2011-00059) AND MAKE REPAIRS AS NECESSARY. 4. INSTALL CONSTRUCTION ENTRANCE AND PERIMETER SILT FENCE. 5. INSTALL RETAINING WALLS AND PERFORM GRADING TO PAD AND ROAD SUBGRADE ELEVATIONS. 6. INSTALL CURBING AND STORM DRAINS. 7. INSTALL SEDIMENT TRAPS ST 115, ST 131, AND CIP 120.4. 8. INSTALL PARKING LOT AND ROADWAY BASE STONE, UTILITIES, AND FOOTINGS. 9. REMOVE SEDIMENT TRAPS ONCE THE DRAINAGE AREA IS STABILIZED AND APPROVAL IS GIVEN BY THE ALBEMARLE COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR. 10. CONSTRUCT BUILDINGS AND GARAGE/CARRIAGE UNITS. 11. PAVE PARKING LOT AND ROADWAY. 12. STABILIZE DISTURBED AREAS. 13. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION OR WHEN MEASURES ARE NO LONGER NEEDED. REMOVALS ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 14. CLOSE OUT THE PROJECT. DESIGNED MJ. PROJECT:THE HAVEN AT STONEFIELD SET REV. No. WENGINEERS 2 SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWN BY: DRAWING NUMBER: TLB TI TL E. EROSION AND SEDIMENT CONTROL NARRATIVE PLANNERS DIHR BY: C- 18 HFW SHEET NUMBER: V V V V A NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Po Box 4119 3040 Avemore square P1. Lynchburg, VA 24$02 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 vwww.wwassooiatea.net 21 1001.04 21100104C_C-18.dwg CIVIL H: NIA V: N/A 8126111 18 o f 28 z �• r '. —m– FS =='yy-.tom. • • • • • , • it O` • . �\,� _.fid � � , . ,� • • 1 , 1 _ �,♦ _ _ _ , smorAft Mill �. �"SIMON -'_6�a�% tis\�\l;, �� — �. _�..: �..a...�� /F r(' • 7 140 raw-_ �# .,_ _ !�. �►l .M. ��!�; �� , • , • ���� �� . ��►_A�=Rl i��� 1 - f - - -.. - : • i '"'\` i—� _ fl _., :,: ��!!�I 1� lil9�� AAA s■� _ _ ����1 ••- • • ,•: •- i. � �' _ II'' � CHIC ■ •♦ �\n � • • �:�,• :• �,• ,• i:• ,• _,o :• _ � Iii 1 11 1 11 11 11 — 1 11''!1 'Ili'•i �1�•111'•1 II -IIs':• • �:� • ':' • I';• �:;• I,;• i_ \ "I �\: - .. , " � � �.. _ _ _ _1.—PSI iy � � I III .• , \��\ I Tom Mal Y � era - • ' c;�•n�► �a I j � r I� jl ' i � �� _ �'�' ,'Ci+� its I � I � ' ' � �� I 1 • I II I 1 1 � •+••�� ��©�� `� \I"�lq���`?\\, :li.� it I� � i I ��� • • � � ■ ///ii. ' • � �� __�- _\` ►rte i / 1 — 1 e _ AN _ � � sem. . � n � 1 � . 11� r - .. �' �r ;_ - �d�__� �i�ti:. .ice. taxa: � •;:. ..:.. ... � ��� � ■ • . �� e � � aF lIIMIII L . � r ' ■ • • .. .. - �VNIX- _ �� \ �. �/ � s I► �• _ JIr J� _ I��II sir / .rnr�.� I �� •`iri9WYIri >.,._Yiill:'.�G�r — .�r — _'�`"_ ,� — . • � �-� � � /SIT ►, �_u .� • - ,. /-1 YI nr wv _. 'ten ... ._- - --...,_ _ _. - -..._ � • • • • • • • ■ • r r• - • • r� " Z-1/ i Sx�AE*� Y SURVEYORS PLANNERS PO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Chwiottesvik,VA22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.ne�t DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: C- 19A TITLE: EROSION AND SEDIMENT CONTROL PLAN — PHASE 2AsSOCIATES DiHR BY: HFW SHEET N U M B E R 2 0 O f 2 8 WWA NUMBER: 21 1001.04 FILE NAME: 21100104C—C-19A.dwg DISCIPLINE: CIVIL SCALE: H: 1"— 30' V: N/A DATE: 812611, N0. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE Pavedconstruction entrance for erosion control plans CONS TR UCTIOIV OF A SILT FEIV CE GRAVEL CURB INLET SEDIMENT SILT FENCE DROP INLET T CUVE T INLET SEDIMENT TRAM (WITHOUT DIRE SUPPORT) PRO TE CTION CONSTRUCTION"' --, •— 1. SET THE STAKES.. 2. EXCAVATE A 4"X 4" TRENCH �I� T� ���������� � � � �� ASPHALT I A i UPSLOPE ALONG THE LINE OF 3 3t ftL:, STAKES. �� 2 X 4° WOOD FRAME DROP INLET I � •F" I " / 6'MAX. WITH GRATE P��� IFN'" ___-----'�� CLASS I RIP RAP I -� I- �� �� 1 1.5' MAX. FRAME �T RIPRAP-�--\� 1N. Aum eGTfi A: HEADWALL 1 ��PIPE PNx*%,3' MIMIN. �O� 1 FLOW $TON LRU"TKONI]ATHFIR ACCESS--\ wv,..,F:'Ar° � .. 4„ EXCESS �..; / �----=--" f ATCORNERS VDOT #3, #357, OR #5------ —�� 1 SEDIMENT STORAGE / COARSE AGGREGATE 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT / IST) I ya AREA Tr a - -�- TO STAKES AND EXTEND THE EXCAVATED SOIL. 21.,IIN..M�� PERSPECTIVE VIEWS jj 1T INTO THE TRENCH. GRAVEL FILTER X12„ RUNOFF WATER WIRE MESH I1�AI *STORAGE REQUIREMENTS EQUIVALENT I / STAKE 41 TO H IMMU T �.T'rENf) W10, Ha Vii' / FILTERED WATER To EI TRAPSTD.AT F& SPEC,ORAS 13 RY SEDIMENT OF INGRESS AND t.CAESS TR� PPHNI a.REVICE 'QPM` R> E. N 67 C.Y./ACRE WET STORAGE E R S I ECT E �6 E tl V % ' _ / - v'. ` � FABRIC (BELOW BASE OF STONE) IIII '- G 67 C.Y./ACRE DRY STORAGE /� " �I (BASE OF STONE TO TOP � d: 7- - L OF STONE BERM) PIPE INVERT NATURAL GROUND I- I= - ° 7— I' MIN - -1-1.0 } �., v �_�_; � � ,. FLOW � � 1� 2. fI }.fi i i h7.. a � �, RIPRAP HEADWALL\ I IT .' I � „ 1.111 �IIOF SEDIMENT,.SHEET FLOW INSTALLATION o d' i - ° ELEVATION 7 /� { � AREAS TO BE DISTURBED (PERSPECTIVE VIEW) _ � ELLE V ATIO1V�T OF STAKE AND (CUT, FILLED, ETC.) .,. , z..01 CONCRETE GUTTER ,.,� FCpK, 3' FLOW CURB INLET 12" FABRIC ORIENTATION DETAIL A 1 FLOW YMAX. A t U a1 w4 tap of t indl must be im d'%vide a 1�" at A B A ' d1jit ,e s W Ii II I fel ` .? IIiIE I C1t il�ti. �� �\\\\ SPECIFIC APPLICATIION oNvo a �'ow the eu� , to � �� � SPECIFIC APPLICATION CLASS z RIPRAP / THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE t-rlt��°pct se1���: area to removes���i#; J ��ie��t sf� tai 1.>z�->etd �°��m / ��� thtclw4� orVDOT #3, #357, OR #5 COARSE AGGREGATE \� THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER amt�tZt c��d' I WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT CE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT PAVED ASH:, AT 1/ 2 VOLUME RACK MAX. 2 VOL Nr DEPTH (CLEAN our POINT)UME of WET STORAGE AREA POINTS A SHOULD BE HIGHER THAN POINT B. AREAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS NO SA 1', �Z S F DRAINAGET,VAY INSTALLATION GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. IN STREET OR HIGHWAY MEDIANS. ELEVATION (FRONT ELEVATION) � P 0 SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA, DSWC PLATE. 3,05-2 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1988 PLATE 3.07-1 NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08_2 Sherwood and Wyant HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH CONSTRUCTION ENTRANCE AT ALL TIMES. TEMPORARY DIVERSION DIKE TYPICAL ORIENTATI 1V OF TYPICAL TREATMENT - I TEM Al' SEDIMENT T A TREA TMENT I (SOIL STABILIZATION BLA ISE T 1VARIABLE* (SOIL '' TA. ILIZA TI BLANKET) INSTALLATION CRITERIA ORIGINAL Compacted Soil GROUNDSHALLp ELEV. SLOPE OW ANCHOR SLOT 1,0' _ NOTES IB" min. ! APPROXIMATELY 200 STAPLES REQUIRED 67 CU. YD./ACRE * E—F IOW ON SHALLOW SLOPES, STRIPS OF PER 100 SQ. YDS. OF MATERIAL ROLL. - VARIABLE III NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & v MAY BE BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12". -III=III- 1 THE SLOPE. �I =11 ll12" MAX. 4:1 OR FLATTER ��f�MAX. STEEPER THAN 4:1 67 CU. YD./ACRE 6" —II,��III1111L1 ll1-11�( JUNCTION SLOT Imo— 4' MAX. Imo— 4.5' min. -III-III-1 EDGE AND END JOINTS (EXCAVATED) * TO BE SNUGLY ABUTTED FILTER CLOTH GROUND L BERM CHECK SLOT 1=III=III-III- (JUTE MESH WILL HAVE ELEV. WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, -III=111=III- TERMINAL FOLD STAPLED LAP JOINT IN I I D D BRING THE MATERIAL OVER THE BERM AND ANCHOR IT IL=III=1= = LIEU OF EDGE JOINT) ** BEHIND THE BERM. I-III=III-III-III-IIII *SEE PLATE 3.13-1 COARSE AGGREGATE CLASS I RIPRAP -III=III=III=III=III= LAP JOINT 2" MIN. 1I-1�=f f (JUTE MESH ONLY) � — III—III-III—III—III —III—III I I =111 11111-III=III=N' TAMP FIRMLY LII -1 ANCHOR SLOT STEEP 5' MAX. 4:1 OR FLATTER I SOURCE: VA. DSWC PLATE 3.09-1 SLOPE 3' MAX. STEEPER THAN 4:1 I I CROSS SECTION OF OUTLET 2^ III 6" TO 1 2" T 11 - ON STEEP SLOPES, APPLY -1= -F III -1 II �- CLASS E RIPRAP O PROTECTIVE COVERING FLOW EL T II. L -II T=11 1 J LENGTH (IN FEET) _ -=-111 TO THE DIRECTION OF FLOW T III -III -III I = 6 X DRAINAGE AREA N IIII-III�III AND ANCHOR SECURELY. (IN AC, TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32-D U 111111 _ *CHECK SLOT DIVERSION DIKE _ TAMP CHECK SLOT �--��- / LAWN TYPE SEEDING RATE PER ACRE 'IIII—--I� 1„To z” I I p 1111 L=111-1L=III-III-J FIRMLY O z�� s_ HIGH MAINTENANCE KENTUCKY 31 OR O in vAR. VAR. LAWN (WITHINTURF-TYPE TALL FESCUE 200-250 LBS 4" N T76.To 12" FLAB VIEW��� � � �—`� �-- LOT AREA) SEEDING DATE SEASONAL NURSE CROP CN BRING MATERIAL DOWN TO A LEVEL AREA BEFORE _ 1 —= ° �@ �I q /� p \ �_ FEB. 16 THRU APRIL ANNUAL RYE UNDER 4" AND STAPLE AT 12' INTERVALS. _ — STAPLING ®�H�RN1�9u—_ �_ �" TERMINATING THE INSTALLATION. TURN THE END ll 3 - ll * KENTUCKY 31 FESCUE 128 LBS GENERAL SLOPES MAY 1 THRU AUG 15 FOX MILLET t7 12" STAPLE FORMED FROM NO.11 STEEL WIRE. CHECK SLOTS AT MIN. RED TOP GRASS 2 LBS Z a" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REo.'oNwiTHAA 3:1 OR LESS SEASONAL NURSE CROP 20 LBS AUG 16 THRU OCT ANNUAL RYE t[ 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINATION "BLANKETS // / / - CL DITCH FLOW _� NOV THRU FEB 15 WINTER RYE JUNCTION SLOT TAMP TERMINAL FOLD ** / \� LOW MAINTENANCE coeARSE AGGREGATE USE GROUND COVER PLANTINGS I- N DITCHES, APPLY PROTECTIVE covERING 12„ FIRMLY �\ SLOPES 2:1 OR STEEPER AND/OR VINES IN ACCORDANCE WITH (n PARALLEL TO THE DIRECTION OF FLOW. 4„ TAMP FIRMLY / �� TABLE 3.37-C OF THE VESCH. USE CHECK SLOTS AS REQUIRED. AVOID EXCAVATED / FILTER CLOTH J JOINING MATERIAL IN THE CENTER OF AREA Z THE DITCH IF AT ALL POSSIBLE. N N Illllll- . o - NOTES _Ills � 1_ _ _ � 11-1L ll --�`➢� . - -�I � C_��I�i 11�-_IIII N a- COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 ST 1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A o ITI_lillillillillillillillillillillill hill hill IIII, -III - - —m � ll - r -,111-11-� -1- „ / RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW OUTLET (RERSRECTVE VDEW) MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND SUMMER. �N SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36-1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36-2 r SOURCE: VA. DSWC PLATE. 3.13-2 2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED ON THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR TO GROUND COVER PLANTING. 0 0 O oESIGNE RUr: PROJECT: THE HAVEN AT STONEFI ELD SET REV. No. 2 ENGINEERS DRAWN BY: SuxvEYoxs TLe ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS IHR BY: TITLE: ' EROSION AND SEDIMENT CONTROL DETAILS C-20 CN SS"CIATES -��l HFW PO sox 4119 3040 Avemore square P1. SHEET NUMBER: - LE: DATE: Lynchburg, VA 24502 Cherlottesville,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCA Phone: 434.316.6080 Phone: 434.984.2700 www.wcvassociates.net CIVIL H: N/A N0. SHEET REVISION BY DATE N0. SHEET REVISION B-tOX' 211001.04 21100104C_C-20.dwg Y DATE V: NSA 8126111 21 of 28 _7 CURB INLETI FILTERRA 3 F t _ PLAN VIEW m-me..rr STANDARD RA [ELEV -W. ; � MUSTT TRANSITION FROM CURB AND STANDARD TO BE HIGHER GUTTER DEPRESSED T IEI.EY ("Cl`P;j GU>i"TER (TYF') SLOPE I FILTERRA THROAT etre INLET THRaAT 1► f GUTTER R E GUTTER FLOW ER I�jJJf F'LOtV 3 DEPRESSED GUTTER AT ILTERRA BYPASS CURBINLET THROAT OPENING (TYP) ftOWUNE ELEV €rcoWl.►M ELEIr ESR T I=LEVA ION VIEW STORMWATER C' a F1LTERRA UNIT INTERLOCKING TRU JOINT ( TYP) +y STRUCTURE E I I a ♦ / F r F Q ! F F ria I N€ „� F OUTLET PIPE c@Y OTHERS) ;0R3Eer 3aF � =r!T ESRk!F : Z T sr N " 1 s f ^E M'r EfF4trEY1t PERFORATED Ia RT T . Z lNCERD AIN SYSTEMSTRUCTURE , FFLOFNT 1N Iii R€ BY AMERICAST OA5T tFSi' LOWER) 3 f 'S N RC4S SECTION I I I MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTEDRMiT" DD BY WRITTEN A THORIZATtON FROM ' FILTERRA ttATEsOW ; F 7-a7-6 c LP F>It, E RAID T1fP ICAL 'F'L.CI'6�'ILIAIE T R t'kE�+¢'r18Ett_cX+^'Iiy anx.Ercaf AICE1, 011ainET PIPE RELEATI'?MSH1P U.5 PAT 8,277,274 AND 5,569,321 STORMWATER NARRATIVE CROWNED FLUME PKWT FILTERSIA TOP SLAB (1YP) F ILTaft THROAT' OPENING (vpF -\ 4-6' a�Ta-cAsa FILTERRA L"iI'aRh Ix �rALL jTY FLUME - �SLOPED TOWARDS THROAT .- P3G<iCRAN Ind V+k. FLtJME ,� OiaYrER e +f.. DOWEL lt? +V exp yy s;R014Tl+Et! t.Yr{.irTE7A, Fla.2R TsaAFltER� THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA I TYPICAL FLUME APPLICATIONS ONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 99 NOSING (OTHER NOSING AVAILABLE' UPON REQUEST) PRECAST TOP SLAB CLEAR THROAT OPENING �q N€:MNG ♦ ". 4 4 d�r a a 4 e' d 4r d d R d a ` w a AST- N --PLACE 4 _SEED GUTTER 4 A , R(3AT OPENING $I'Y CONTRACTOR) 1 THROAT PROTECTION DEVICE OO NOT 0 VE' O REMOVE S LEIS 4 DOWEL 1 T c,.^ : " ifuzw+. ,t- D:tr. f,J+ A�tm,i1€i'sA.�.. I 1N PLACE 11 S€ €5 lr UNTIL SITE TO BE BENT AS NECESSARY BY LxONTIRAC'TOR' PRIOR +0 IN STABILIZED AND FLT£R RAi?F FIFLI RfU� Ctit t „ at 1S' ACTIVATED i.€r»" " PRECAST BOX WALL , IMPORTANT FILTERRA FLOWLINE NIJUST BE AT A HIGHER SECTION 'VIEW ELEVATION THAN BYPASS FILTERRA FLOWLtN� (DROP INLET OF STANDARD L _EARA `THROAT OPENING OTHER) MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED TED BY WRITTEN AUTHOR€ZATION FROM FILTERRA � DRAWING AVAILABLE IN TIFF FILE FORMAT,. DATE: 02-27-06 DtrC; CGT -4 L FIL.TERRAO THROATOElft':N>Lt`i Werra* P I AND GUTTER OR FL.111I(MMIE DETAIL ti>ar !t• v6:1aA vt USPAT A enh4 STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THIS FACILITY ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO 2010-00023. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS TO BE CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO 2010-00023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60%. THE REQUIRED POLLUTANT REMOVAL RATE FOR THE PROJECT IS 69%. (PLEASE REFER TO FOR BMP COMPUTATIONS PERFORMED USING THE SIMPLE METHOD WORKSHEET FOUND ON THIS SHEET.) FILTERRAS SHALL BE INSTALLED AS PART OF THIS PLAN THAT WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THE STONEFIELD TOWN CENTER DEVELOPMENT. FOR THE PROPOSED PROJECT AREA THIS PLAN INCLUDES THE PROPERTY BOUNDARY ASSOCIATED WITH STONEFIELD-THE HAVEN EXCLUDING THE AREA THAT FRONTS) STONEFIELD BOULEVARD THAT DRAINS INTO THE ROAD. POLLUTANT REMOVAL CALCULATIONS Width REFERENCE SIMPLE METHOD WORKSHEET ON THIS SHEET AND THE DRAINAGE ,AREA MAP ON DWG No. C-16. Width no TOTAL PROJECT AREA = 7.45 ACRES TOTAL L(PRE) = 10.51 LBS TOTAL L(POST) = 34.07 LBS Location TOTAL POLLUTANT REMOVAL REQUIRED = 23.56 LBS Filterra INV OUT DRAINAGE AREA TO FILTERRAS = 1.29 ACRES PVC Outfall (in.) Treebox PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 17% Modified Top FILTERRA POLLUTANT REMOVAL RATE = 74% .. ... STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% 488.30 POLLUTANT REMOVED BY FILTERRAS 482.00 (0.17)(34.07 LBS)(0.74) = 4.29 LBS Id wallks POLLUTANT LOAD REMAINING = (0.17)(34.07) - 4.29 = 1.50 LBS 0 POLLUTANT REMOVED BY STORMFILTER & VORTECHS Area 2 [(0.83)(34.07 LBS) + 1.50 LBS](0.60) = 17.87 LBS s Area 4 TOTAL POLLUTANT LOAD REMOVED Area 1 4.29 + 17.87 = 22.16 LBS N 22.16 LBS - 23.56 LBS = -1.40 LBS N THERE IS A SHORTFALL OF 1.4 LBS FOR THIS SITE. HOWEVER, UTILIZING THE SURPLUS IN REDUCTION FROM THE STONEFIELD TOWNCENTER SITE PLAN THE POLLUTANT- LOAD REMOVAL REQUIREMENTS ARE MET FOR THIS PLAN. Area 2 FILTERRAS Area 1 ALL FILTERRAS ARE TO BE STANDARD FILTERRAS. FILTERRAS 117.3 AND 117.4 SHALL HAVE RECESSED TOPS, FILTERRAS 120.7 AND 131.1 SHALL HAVE A MODIFIED NARROW LENGTH SIDEWALK CONFIGURATION TOP, AND FILTERRA 121.1 SHALL HAVE A STANDARD TOP. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. i 1 I REVISED FILTERRA UNITS 2 ADDED SAFETY FENCE DETAIL IWa SHEET REVISION DAT 11/1'1/11 DAT 12/22/11 BY � DATE I NO. INLET SHAPING BY OTHERS -35 PVC COUPLING INTO PRECAST BOX BY AMERICAST (OUTLET LOCATION VARIES ) (FAY OTHERS) TREE FRAME & GFRAT. E CAST IN TIP SIAt3 PLANT to T AS SUPPLIED BY AMERICAST CLEANOUT COVER GALVANIZED p CASE IN TOP SLAB (N1tiT SHOWN ANGLE NO �-\ FOR GLARt1Y L SING TOP SLAB CURB AND GUTTER. iN : R Q €NG BY OTHERS TE L Ckl _ �. JOINT P. �a ) ..STREET y5 i1.. C "e err a N iM b0k1€EL BARS q� hn s�ry .4 CY 1 L 1f• d l ST V iJNDERtJRAty ONE' PROVIDED BY AMERlAST P-RFORA Ia E TE A UNOEIabRSYSTEM MULCH PROVIDED 81" AMERICAST BY MERI ECl' FILER MELttA PROVIDED BY AMERICAST r SECTION A -A i' TRE, GRATE E i3t IT L D S'I+D NAT L Va ET i Qi7 do SIDE PIPE is U W{a _ (} 33 4 SDR -35 FVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AU.THOFiI AT19N FRt�M FlLTERFtA DRAWINGAVAILABLE: IN TIF FILE FORMAT. DACE'. 07^-�t7-�06 D?: ki aT�- ° 0 Lie, PRE A T FILTERRAO UNIT A STANDARD ILEI RA Ott i3tl TIQN PAT rk'i 46 F1t4 U1..by, ,IRA:r'hdBE: ......:� _ h __-.wq. ��._..........�,.._.�...��....... ..-,a...a. ..............�.�... MPIi1 6°569.329 THE HAVEN AT STONEFIELD 29 FILTERRA: 117.3, 117.4, 121.1 Project Drainage Area Designation Stonefleld The Haven L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A 7 4 sz C pollutant concentration, mg/I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) /aRR removal efficiency , RR100/L(post) Impervious Cover Computation (values in feet & square feet) Item pre -development Area post -development Paved Length Width subtotal Length Width subtotal N 'Driveways Length Width no subtotal Length Width no subtotal and walks Structure Number Location Size (ID ft) Filterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) Treebox I.. Modified Top 117.3 .. ... 12 X4 488.30 484.80 482.00 .. r Id wallks Y 0 'Parking Lots Area 1 Area 2 Ar ea 3 s Area 4 482.30 Area 1 - N Y N 120.7 E2 Parking 10 X 6 0 Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal Y 121.1 Inglewood Drive 8 X 4 0:x0.70= i 487.00 x0.70= 1 N )Structures Area no. subtotal Area no. subtotal 493.05 1 491.50 6 1 N N Block E ; 250,602 Actively -grazed pasture & Area Ar Area ' 'yards and cultivated turf ,.,.. ... ix 0,08 = , x 0.08 = 'Active crop land Area Area x_0.25 =� Ix 0.25 = Other Impervious Areas Area 1- -Area 2"Area 3 Area 1 Impervious Cover ^0% 77% ,_. I(pre) ...., I(post)�..�N.... V,..... 2WQV (cf) Rv(post) 0.75. 386.7 20,883 New Development (For Development Areas, existing impervious cover <= 209%) C f I (pre) * Rv(pre) L(pre) L(post) RR %RR Area Type _. _ 0.70' 1.00 20%l __......."...,".. 0.23 10.51 ,.�. �a.. 34.07 23.56 = 69% _. Development Area 0.35 1.00 ; O%: 0.05 1.14. 17.04 15.89 93% Drinking Water WatEersheds 1%, 0.06 _ 1.54 _ ,.r ... 19.47 17.93 92%: Other Rural Land 4" $OR -35 GASKET000PLING CAST INTO F+ CCASi WALL PARKING LOT OR sTReET � (LOC..AnON VARIES} 4" PVO OUTIsr PIPE (BY OTHERS) FACE OF CURB CONNECT TOAPT�©PRIATE. mt�r - GRASS OUTFALL (LDCAnON-: VARIES) 4SM THROAT � t T a h i ij+ I 4 ei` ' x a h h L l # l it 'b` h h h q{ P � h if ✓ " a° I M .V' tMr. I 1" I wA~� k " M l.' l 8 �4 { F a i e� t 1 aA00gnEo FG7ERRA TOP arae 44ALiC CENTER OF 3X3 '&REE GRATE. Aq S32E'. i1EAt•... A" TREE GRATE. axil & axe s -a" 3 �9fi C __.i ENGTNI attla n g- �°xa ILT -A UNIT ONLY FOR 4xe yysta:OWN)PL.EASE'. NOTE k 1 :SK8 AND SXIG BOXES' MODIFICATION ON PROJECT INFORMATION 6" �IR-35 G4KE7iir COUP04 CAST INTO FOR PRET WALL PARANG LOT OR STREET LOCATION VAA IES s" aaUTLET t 1 OTHERS. PIPE BY { 3 CONNECT TO CENTER OF 4x+ FActOF otRa ek TREE GRATE APPROPRIATE OUTFALL� -- cRRss t, V 4RO N VARIES) 1+4" THROAT 3 L h 1 R h J I 3 K V I aC 4 ni f, r l � ( s I I b, I l I I I .; A. L ,p a 1 f .a x a a 'kS8 #M , W SIDE _ ALK % SIZE BION °A' DIM 8 TAEC GRA STANDARD NARROW WfM axs & P1X6: 50X6: R Iwo 7"-D" A"W6"' 4',�4'• SUTABLE FOR ALL. MODIFICATIONS RAWI E 13x7 e'^D" to^ --n" 4•*4•- . sTARiaA�D BOXES . OF it NCrS AR_. ONLY , AUTHORIZATION ERMiTiEC� B1" WRITTEN +w°x3" TREE osasE 15 OPTIONAL PERMITTED FILTERRA. DATE- 09-04-07 DWGr FTSC-2 to 'AlIrwaffgaw 7. TYPICAL FIE.T RRA_ SIDEWALK CONFIGURATIONS us PAT 6.277.274. L"�*sbY ttlsr v`HKIa vAsricrEdsat mtsat=.rmaa a.a 11 -!4314 AND 6,569132# THE HAVEN AT STONEFIELD 2t FILTERRA: 131.1, 120.7 TEMPORARY RIG]H[T-OF-WAY DIVERSIONS VDOT #1 �- COARSE AGGREGATE lg^ MIN. g' MINIMUM TYPICAL GRAVEL STRUCTURE COMPACTED SOIL Y 6' MINIMUM TYPICAL EARTHEN STRUCTURE RWD Source: Va. SWCC SHEET REVISION BY DATE 031 M Re r= es f fiSt r�dre� �'!p �It & in statiap€ A iJaP A. Each unit shall be ev z~trfettd:tt the lfx„atlustrs and cla:vntittus aecxarrtttag to the sirs. shown on, the approved drawings -Any modilaa;ationi In the elevation or location sisal be at the direction of and approved tlr. the Engin, cur. pp � .^ a Ti, lt' the i'tttutxa �before . to storesl ttstaliBtiva, the top stab rns~€ be placed on the box using Clic 2s:4 wood provided, to prevent any co ntatnivation I'txlrn the sire. ill interntrtl' fittings suppliod (if my), rayst be tett in place as per the deliver;'; C. The unit shall be placed on a compacf,6d sub-gride aaith as ininstnum 6Mmch gravel base matching the final grade of the ufaria tine in the assefr of the 'The l a ill~ unit is to he c t tats.d �aaslP tltul he astir and t lab rtes a e snatch the rade of the curb in the are P � a of the _ . �F. urate Compact t r . unct attP laeit sub- rad , materials t r1� • ( � e c! , ..+, of naaxtlr€urei density at +:i_ 2 1f optimum moisture. Ltnsuiiaale material xcxsl- rade shall be replaced to the site engineer's approval, D. Outlet connections ,hall be, ali T � E . t7 meet the ed ansi ed f n Pet e a patv drawings 'with mmlifi` ions necessary to rn cs'sit" condition-, and '1 alMail �. o ,�€ dt:rott. is set te internal wooden Yrr3 and protective rrc Icover east be Tett' lltWiwt. Rornovo lllV t t Temporary r3th shipping, o . bloc", ict# n the box and tla' siaix. 'T`Ftt t lid ;that ld bt � ! o e t :wal+Nti C7ntt the boxsection before hrs f .," , *t 3u rtlrn using a a `- p h nt n shrinA grout, butyl ruble+=r or sinalar waterproofseal, The; boards on tats of the lid and boards sled in the. 'ti's throat � .� w t must �{3T he rsslnL d The `�u t� lic;r 'r'lrnerieirst or, ( its authorized s . , 4 dealer will i't.Yrt@!4 thesesections A activation, 3 tl) t the time. tj("actiw tte.tt. t3:ick�ta a 311 + n. Should be erforn<d in aa�etit tneuner, bringing to tlltappropriatet tC fill material, up it. €s,` lifts can allsrte.r Ias t .*Ctacts shall be sct in a at7aatnal• that will result in ' t ria Dalt int atlat! xv�lta.rtt tat t to r artes:s testa n c t` 1= ` unit hof 1 , argil t.a +i s c : Titctra u a Al s.flnfc � l 1 s eurfcutltn 91 "Standard Prertce t r Installation 'ce o n lr a4 t Utility Strictures", nlessdirected Otherwise in contract dociatttent:a. F. CL111h and gaiter tonairaction (where preslrltl sltaE) tncUre that the f10'A Ire Ott tlx: F_llerras a struts is at a:ureater elevation, than #ac Dow -line of the lx�'ss ltETCiuft or relief (drop inict, curb cut or similarl. Failum, to cored ltr` u4th this guideline may Cause failrare,alad+or`dainage is €tl+ irs'ttarrn cur ironmnntal device, Vii. Each Fiherraa" unit must rcceive ifsnate nTiga tio<.to ensure sutvival o the living .5BartdurhNir aeriods.ofdrier weathia% This; may be aalaeved throtsrepiped system, I; iTler tlOV OX tiarOugla,'tht ITOC gfatg. w44 .tilta.rr aAaart TYPICAL TSA TES oVA Y CROSS-SECTICIVS COMPACTED SOIL F11 11 TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH TYPICAL VEE CROSS-SECTIONS T D PARABOLIC WATERWAY CROSS-SECTION CLOTH) FIILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS PRZEFERED, A GRANULAR FILTER MAY HE SUBSTITUTED FOR KILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & SPEC. 3.19, RIPRAP) TYPICAL CONCRETE CHANNEL EXPANSION JOINT A (90' SPACING) n 18„ NOT TO SCALE A q #4-18" DOWEL LOCATED AT JOINTS 0X8 WELDED WIRE FABRIC JQ444�� AS REQUIRED oW3" DIA. WEEP o.c.ION A A p•o ep. S SECTION A A - (lJ`(lJ` TRAPEZOIDAL WATERWAY CROSS-SECTIONS Plate 3.11-1 SOURCE: VA. DSWC ENGINEERS SURVEYORS PLANNERS A sSOCIATES PO Box 4119 3040 Avernore Square PL Lynchburg, VA 24502 Chulottes-ille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W A1V.Ww,associates.ne,t PLATE 3.17 �� �'z I Ackgtiku filter "' Act 4atte! t u l llet°Ist i ": �$ t_ rX ul al t . 1 R c loin c.d ONLY � tare t r a t� h the Supplier. fureh sut s.. T��alatttlsrlala; ftaT Hr1icP,ra PniCl subsequent +,ta,<tn out s.CIs. I1Tsti rnocess c€slnPrrt cc ec na rt rantil tBT�. � ten fro et:. �rPto< P €tct9 R Y 1ttPl7i€u"..LCI rITPPI cleaned `.. 1 € � t sl .l're1 t lttdsc:p " e "�� u! cr„ 11nal paving it` xt o � o9 � iti totc) x negating the chance, atstrtcti II materials LCTeartalin the fPlt r�fN i`at rn. Care llati l,: taken during construc batnot t v damage the protective tlrc tt and tap plates, _ 8. Activation inclucics Inst tlltatioli orplaaut(s);and mWell Mayers os nect'S4ary: tnc1_uded it aintenanre; A. Each correctly, installed zr n.tAlltii Fsltf.rl°T- unit is to o be maintained n by, the Supplier, fak'P or } lift t Supplier approved contractor toI• a ItainiallLrstl period sai' l year. , Pra p The east of Llai P p s scivicc ista be Included rrthe rte. ofeach Fattwrta;' unit. t: Extertet maintenance 1antracty are available al'extra cost t o u I request. SAnnual included maintenance afar . t ls'4 is of a maxi a re uzn of (2) scheduled visits. The vrfit ts am 4ch sutod Seasonally; Oi fee sp6ng visit alto s to cd is u�p ager mimt r loads that oaau includesalts ata: sands, ,� d . nd. Thc. tali visit rt ltel s Th :. Y t, vstcua h r ' ° ttt'aEit+in e,�. , er l ' mss"._ e eai lit. e °. p tr C, Bach Included k.43P@alarCL visit 6=".RI'ISt"s'` of the ," + a cat She tolt u o tea mak. 1:: l".iltcrrn uraat sntaa:cticltT 21. Ivreign. diubris silttalc b. , trash mrnsaaal 3!. Filter ne i a.avaluttinnadhar e asnocessarv. Plant 4. l Mutt brat# la etialuzitic tt and Pruning or re [xe;nla t at RiL4,Bt. 5 Replacement of zn incl: 6• r� Disposal a t alltrrartttenfnrer, 'use hems i VsiltfratTwe records updated tieistored Ck�.r ttavailAble nfpU +Ikit} t)• The beginning and ending date of Supplier's Obligation to :maintain the inshilled s s„ rnttl ailall be determined b the v~s xr v Supplier of the " tr tttlte isle .s to is . pp �I &� activated. !(3vca*r ,mustPromptly noti' ^ the Supplier a' Str a , 11 r c t an settle _ . , t5 11 Y _ gt tzl'tire plarti(sy whiPii e€>rsstatPfu�s) y" an integral Part of e b€oraczattcao technology, is=,a`SXsG&tu ta`a.cePate SAFETY TE1lTCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SAF SOURCE: CONWED PLASTICS PLATE. 3.1-1 VDOT ROAD AND BRIDGE STANDARDS VA, DSWC V41I DESIGNED BY: PROJECT' ,SET REV. NO. DAT THE HAVEN AT STONEFIELD 2 DRAWN BY: ALBEMARLE COUNTY, RED VIRGINIA (DRAWING NUMBER: TITLE: DIHR BY: STORMWATER MANAGEMENT NARRATIVE DETAILS AND CALCULATIONS C-21 HFW AND EROSION AND SEDIMENT CONTROL DETAILS .SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 211001.04 21100104C_C-21.dwg CIVIL V:• NIA 8126111 22 Of 28 Filterra Schedule Structure Number Location Size (ID ft) Filterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) Treebox Recessed Top Modified Top 117.3 E2 Parking 12 X4 488.30 484.80 482.00 4 N Y N 117.4 E2 Parking 8X4 485.80 482.30 480.00 4 N Y N 120.7 E2 Parking 10 X 6 488.66 485.16 483.35 6 N N Y 121.1 Inglewood Drive 8 X 4 492.35 1 488.85 1 487.00 4 1 N N N 131.1 E2 Parking 10 X6 496.55 1 493.05 1 491.50 6 1 N N Y SHEET REVISION BY DATE 031 M Re r= es f fiSt r�dre� �'!p �It & in statiap€ A iJaP A. Each unit shall be ev z~trfettd:tt the lfx„atlustrs and cla:vntittus aecxarrtttag to the sirs. shown on, the approved drawings -Any modilaa;ationi In the elevation or location sisal be at the direction of and approved tlr. the Engin, cur. pp � .^ a Ti, lt' the i'tttutxa �before . to storesl ttstaliBtiva, the top stab rns~€ be placed on the box using Clic 2s:4 wood provided, to prevent any co ntatnivation I'txlrn the sire. ill interntrtl' fittings suppliod (if my), rayst be tett in place as per the deliver;'; C. The unit shall be placed on a compacf,6d sub-gride aaith as ininstnum 6Mmch gravel base matching the final grade of the ufaria tine in the assefr of the 'The l a ill~ unit is to he c t tats.d �aaslP tltul he astir and t lab rtes a e snatch the rade of the curb in the are P � a of the _ . �F. urate Compact t r . unct attP laeit sub- rad , materials t r1� • ( � e c! , ..+, of naaxtlr€urei density at +:i_ 2 1f optimum moisture. Ltnsuiiaale material xcxsl- rade shall be replaced to the site engineer's approval, D. Outlet connections ,hall be, ali T � E . t7 meet the ed ansi ed f n Pet e a patv drawings 'with mmlifi` ions necessary to rn cs'sit" condition-, and '1 alMail �. o ,�€ dt:rott. is set te internal wooden Yrr3 and protective rrc Icover east be Tett' lltWiwt. Rornovo lllV t t Temporary r3th shipping, o . bloc", ict# n the box and tla' siaix. 'T`Ftt t lid ;that ld bt � ! o e t :wal+Nti C7ntt the boxsection before hrs f .," , *t 3u rtlrn using a a `- p h nt n shrinA grout, butyl ruble+=r or sinalar waterproofseal, The; boards on tats of the lid and boards sled in the. 'ti's throat � .� w t must �{3T he rsslnL d The `�u t� lic;r 'r'lrnerieirst or, ( its authorized s . , 4 dealer will i't.Yrt@!4 thesesections A activation, 3 tl) t the time. tj("actiw tte.tt. t3:ick�ta a 311 + n. Should be erforn<d in aa�etit tneuner, bringing to tlltappropriatet tC fill material, up it. €s,` lifts can allsrte.r Ias t .*Ctacts shall be sct in a at7aatnal• that will result in ' t ria Dalt int atlat! xv�lta.rtt tat t to r artes:s testa n c t` 1= ` unit hof 1 , argil t.a +i s c : Titctra u a Al s.flnfc � l 1 s eurfcutltn 91 "Standard Prertce t r Installation 'ce o n lr a4 t Utility Strictures", nlessdirected Otherwise in contract dociatttent:a. F. CL111h and gaiter tonairaction (where preslrltl sltaE) tncUre that the f10'A Ire Ott tlx: F_llerras a struts is at a:ureater elevation, than #ac Dow -line of the lx�'ss ltETCiuft or relief (drop inict, curb cut or similarl. Failum, to cored ltr` u4th this guideline may Cause failrare,alad+or`dainage is €tl+ irs'ttarrn cur ironmnntal device, Vii. Each Fiherraa" unit must rcceive ifsnate nTiga tio<.to ensure sutvival o the living .5BartdurhNir aeriods.ofdrier weathia% This; may be aalaeved throtsrepiped system, I; iTler tlOV OX tiarOugla,'tht ITOC gfatg. w44 .tilta.rr aAaart TYPICAL TSA TES oVA Y CROSS-SECTICIVS COMPACTED SOIL F11 11 TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH TYPICAL VEE CROSS-SECTIONS T D PARABOLIC WATERWAY CROSS-SECTION CLOTH) FIILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS PRZEFERED, A GRANULAR FILTER MAY HE SUBSTITUTED FOR KILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & SPEC. 3.19, RIPRAP) TYPICAL CONCRETE CHANNEL EXPANSION JOINT A (90' SPACING) n 18„ NOT TO SCALE A q #4-18" DOWEL LOCATED AT JOINTS 0X8 WELDED WIRE FABRIC JQ444�� AS REQUIRED oW3" DIA. WEEP o.c.ION A A p•o ep. S SECTION A A - (lJ`(lJ` TRAPEZOIDAL WATERWAY CROSS-SECTIONS Plate 3.11-1 SOURCE: VA. DSWC ENGINEERS SURVEYORS PLANNERS A sSOCIATES PO Box 4119 3040 Avernore Square PL Lynchburg, VA 24502 Chulottes-ille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W A1V.Ww,associates.ne,t PLATE 3.17 �� �'z I Ackgtiku filter "' Act 4atte! t u l llet°Ist i ": �$ t_ rX ul al t . 1 R c loin c.d ONLY � tare t r a t� h the Supplier. fureh sut s.. T��alatttlsrlala; ftaT Hr1icP,ra PniCl subsequent +,ta,<tn out s.CIs. I1Tsti rnocess c€slnPrrt cc ec na rt rantil tBT�. � ten fro et:. �rPto< P €tct9 R Y 1ttPl7i€u"..LCI rITPPI cleaned `.. 1 € � t sl .l're1 t lttdsc:p " e "�� u! cr„ 11nal paving it` xt o � o9 � iti totc) x negating the chance, atstrtcti II materials LCTeartalin the fPlt r�fN i`at rn. Care llati l,: taken during construc batnot t v damage the protective tlrc tt and tap plates, _ 8. Activation inclucics Inst tlltatioli orplaaut(s);and mWell Mayers os nect'S4ary: tnc1_uded it aintenanre; A. Each correctly, installed zr n.tAlltii Fsltf.rl°T- unit is to o be maintained n by, the Supplier, fak'P or } lift t Supplier approved contractor toI• a ItainiallLrstl period sai' l year. , Pra p The east of Llai P p s scivicc ista be Included rrthe rte. ofeach Fattwrta;' unit. t: Extertet maintenance 1antracty are available al'extra cost t o u I request. SAnnual included maintenance afar . t ls'4 is of a maxi a re uzn of (2) scheduled visits. The vrfit ts am 4ch sutod Seasonally; Oi fee sp6ng visit alto s to cd is u�p ager mimt r loads that oaau includesalts ata: sands, ,� d . nd. Thc. tali visit rt ltel s Th :. Y t, vstcua h r ' ° ttt'aEit+in e,�. , er l ' mss"._ e eai lit. e °. p tr C, Bach Included k.43P@alarCL visit 6=".RI'ISt"s'` of the ," + a cat She tolt u o tea mak. 1:: l".iltcrrn uraat sntaa:cticltT 21. Ivreign. diubris silttalc b. , trash mrnsaaal 3!. Filter ne i a.avaluttinnadhar e asnocessarv. Plant 4. l Mutt brat# la etialuzitic tt and Pruning or re [xe;nla t at RiL4,Bt. 5 Replacement of zn incl: 6• r� Disposal a t alltrrartttenfnrer, 'use hems i VsiltfratTwe records updated tieistored Ck�.r ttavailAble nfpU +Ikit} t)• The beginning and ending date of Supplier's Obligation to :maintain the inshilled s s„ rnttl ailall be determined b the v~s xr v Supplier of the " tr tttlte isle .s to is . pp �I &� activated. !(3vca*r ,mustPromptly noti' ^ the Supplier a' Str a , 11 r c t an settle _ . , t5 11 Y _ gt tzl'tire plarti(sy whiPii e€>rsstatPfu�s) y" an integral Part of e b€oraczattcao technology, is=,a`SXsG&tu ta`a.cePate SAFETY TE1lTCE PERSPECTIVE VIEW PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE METAL FENCE SAF SOURCE: CONWED PLASTICS PLATE. 3.1-1 VDOT ROAD AND BRIDGE STANDARDS VA, DSWC V41I DESIGNED BY: PROJECT' ,SET REV. NO. DAT THE HAVEN AT STONEFIELD 2 DRAWN BY: ALBEMARLE COUNTY, RED VIRGINIA (DRAWING NUMBER: TITLE: DIHR BY: STORMWATER MANAGEMENT NARRATIVE DETAILS AND CALCULATIONS C-21 HFW AND EROSION AND SEDIMENT CONTROL DETAILS .SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 211001.04 21100104C_C-21.dwg CIVIL V:• NIA 8126111 22 Of 28 S5 F(DR ALL B EN a "Fm ,., p t• 4S" Ba a` R.c max � a l 55��yy� rr5,� y�g°�p F�RR. TEE 'e� ��'�"(E FITTI�I��`�'.: VV DEN TREN;..H TO E AI'"+a5..Ei(iR !E REQUIRED. B j N REQUIRED I. THRUST BLOCKS, ARE REQUIRED WHENEVER THE PIPELINE CHAES-GES DIRECTION, CHAN `R1ZE, DEAD EIV!. ` ,�,r..;€ A", VALVES. 2. €I.E 2500, P, i.,NCI ETE. 3. NO CONCRETE S,IALL. Bc '='OURED ON ANY PARTOF THE JOINT. 4. THE ._T_.N SI;tLii, a€,_= ENGINEER _SHALL BE . E`aP,..INS,le._ L E T,.. THE VERIFY ht{F'f TF?E TYPE { E F, ALL THRUST BLOCKS. ,CONCRETE THRUST BLOCKS NTS _ FIGn. W al 'SIZE BRANCH AND VALVE THE SAME AS WATER MAIN- - LYN"i om EQUIPPED VPITH.,CHARL.OT'TES- CHARLOTTES- VILLE I HR E,,I , ' ,'HI . H IS THE Lt.:.rt.AL STANDARD. .. f�:,. EINGl H OF BRANCH SCtp".i'iIE'k i' E1iNr t TQ 10' E x."7} VALVE B i li_ FT .. ":5 I I ya 46.:8 ASTON !' ALVE kIt N, NM [(! !• b iv. N R i�E A,NT''.. £ H i 1 �i 5ar 'SOIL. � -> f EEL.. PILE de .Q � _ �, >tt THERE.mERODS 1 A g_p �z' WHEN i1 I_9' �! € ti.E 1 f t i i MAIN ALL A ISI._ FS . C),,,'_ "TEE? IN A FELL AN1C!-EO IN L .. 1 I'RL�CIS SI"?ALz, E`!F tii.A ,>: 1:...: ,`L 11u1a:F71"E. HYDRA V'WITHH 2`i/4. rc.OR ASPHALT' COAY€ .:... FE G LEITION TO POURING I- !F hjkCE�SSARY, A 'S-TEEL PILE SHALL RE L. AFD AS, ADEiJ`t°��`°NAL SUPP41IRT N'0TESURROUND l, HOLES ti R µ, � e 5 t..,.bl ei'x I Nr,.{+� �� 413IIS. FROM E H txlt^F'N. TFs 3 E'?'E ,'F'�:E i t S DliA3.0t 1 INCLWIDx 3. 11 BER GRADE zHALLSLOPE AWAY FROM THE FIRE HYDRANT nPv'L"1 VALVE 13)s ,;. THE CAT_ VALVE IS AE_I_.CWPD IN SHOULDER R BEHIND THE. ENTkCH_, ET , N tT ALL. h"E'D IN THF DITCH SHALL -, FIREE�Sr'U•#Ht�;EatT.. �<;-tALL: LRE jNSTALI_ED AT LoCAT€ONS, WIMi Q'r K) ES ARE ABOVE THE PREVAILING GR0(JI 1DY ATTR ELE AT'I'w,NI. 1F REQUIRED 'Tt," BE IN WET AREAS, THE NEEP ;SOLES, SHALL E"p PLU GED ANE) THE HYDRANT SHALL BE P£_,k•,PEGD DC;'t•',. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N T. S. FIG-, #Rf' "..4 '-ROD VALVE TO TEE (OAT RODS WITH BITUMINOUS PAINT -LINE YP: IU -10 m PLACE 5' 13ALIV NI ED ° 'WITIJmSS POST WITH ; E ix�D EhD5 PAINTED D BLUE IN ;DEN°10TEAREAS ra(AS DAECTEDi MARKER L C TON �rIAY BE �".,I'D)EC' I'- A. TO HIGHWAY DEP RTMIENT APPROVAL- FINISHED P - ROVAL- " i FEN1S H€� t�RAci.:,.-y Is " & It "WP I!,U W ATE r`R'; )LI -TABLE VALVE BOX %k _ILI< l._!. GATE VALVE. 8 c 3 a'"0. ,JCRFTE'r - THRUST BLOC, 4.� ,2',� 2r3lwt.hgtiTM3A�REr�;s 4 i 4 MOTE' IN REAM OE AREAS, VALVE BOXES SHALL EXTEND SI.< (6) INCHES ABOVE (SRA[ TYPICAL GATE AL` NITS FIG. W 5 TD- 7 O i AIR RELEASE VALVE BRASS OR BRONZE PIPE BRAOS E GATE �ICK SUPPORTS OR "-TYPE "K" SOFT COPPER ORATON STOP CRUSHED STONE NOTES: PRECAST M A N l l-. CNE AND. COVER WITH Y4.li•TE 4.."AT i..LUJ°4+R AP'i`fik17((t) LOVAL,SHALL BE USED, 2 R WATERLINES SMALLER THAN 12" USE A 1" A."A.V' AND FITTIII S= FOR WATEM LINES 12" ANIS LA %E USE " A,R.` . AND FITTINGS. IN SITUATIONS WHERE THE A, ,V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIrw AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE MATER LINE DOES NOT SUPIPO T THE MANHOLE CONE, TD: "17 IN1111'1'�11 45' tq'j'N DIMENSION B DIMENSION C 1 1/2" 31„ ?!W E IN11 E..IRV S !ON1 2 " 31, ENG]iNEERS SURwF-YoRS PLANNERS PO Box 4119 304 Veri1(OTC Square Pi. Ljtichburg VA W02 chartot4esviillo, VA 22911 Phone 434316.6080 Phone: 4334.984.2700 _ _._ -_ vmw�v.wwassociate�.net � w3l q SECTION � 1 4' 'SIN, 1' IM IN. m, N. ?2'i3 � 2-2 PIPE DEGREE . REND ... ,._. ..__._ Li[NIE?�'S00NIS ... __,... .. VC -1L. _...... .._ ._.......... ._- ' -j TEE .AND LUGS .._......... VOL. f S 12 L I OF F E TI c U i rD .FEET CL _ :W, 'F >. E= f ,.'I._,� rDATIC ,1N (� H-AI_L BE, REQUIRED WHEN SOIL -ONDI 1O1' S ARE UNSTABLE L:L. * I' m... _..r rte ........ 2_ (,) 2 . E7 € ,..3 . s" T m 2 „. . 4' I 100 ry 2 5, € i t, 1 2 "5 215 011:5 .a' i 1.`.Y: ! 2.2 2. 0.1E .00 �} '�f QQ 2� Q � 2C l 11 1/4 i 1.55 00 x.50 010 --- --- _------------- e . .. t- 1 L. L NAME: ,n 2 � � �©� i��u_C-22. GIW � ....._._... ....... _ I_JAT L : � j q 8126*,,` 1 t 8126111 __......_._.__ L .L 3 1 F NCI, t 0 4 3 £ » 1 22 1.1 a2. £ I I i :� � i -111.16 E E 2 CWS? d f1 i3 •{ 1}� � :3 91 i �.��y': F LP.:.t c7 f I F' i to _ I .y i I 2 1 1 S t I 13 4-2 1.8 ._ 8 28 0.52 @ 2:_ 1/2. , 3 2 B I 5 ' 2.86 ..y, I 0.24 1 1/4 va..., ..m ry. ov,va:. .avavavav, ....................<. �_ pip p E I. THRUST BLOCKS, ARE REQUIRED WHENEVER THE PIPELINE CHAES-GES DIRECTION, CHAN `R1ZE, DEAD EIV!. ` ,�,r..;€ A", VALVES. 2. €I.E 2500, P, i.,NCI ETE. 3. NO CONCRETE S,IALL. Bc '='OURED ON ANY PARTOF THE JOINT. 4. THE ._T_.N SI;tLii, a€,_= ENGINEER _SHALL BE . E`aP,..INS,le._ L E T,.. THE VERIFY ht{F'f TF?E TYPE { E F, ALL THRUST BLOCKS. ,CONCRETE THRUST BLOCKS NTS _ FIGn. W al 'SIZE BRANCH AND VALVE THE SAME AS WATER MAIN- - LYN"i om EQUIPPED VPITH.,CHARL.OT'TES- CHARLOTTES- VILLE I HR E,,I , ' ,'HI . H IS THE Lt.:.rt.AL STANDARD. .. f�:,. EINGl H OF BRANCH SCtp".i'iIE'k i' E1iNr t TQ 10' E x."7} VALVE B i li_ FT .. ":5 I I ya 46.:8 ASTON !' ALVE kIt N, NM [(! !• b iv. N R i�E A,NT''.. £ H i 1 �i 5ar 'SOIL. � -> f EEL.. PILE de .Q � _ �, >tt THERE.mERODS 1 A g_p �z' WHEN i1 I_9' �! € ti.E 1 f t i i MAIN ALL A ISI._ FS . C),,,'_ "TEE? IN A FELL AN1C!-EO IN L .. 1 I'RL�CIS SI"?ALz, E`!F tii.A ,>: 1:...: ,`L 11u1a:F71"E. HYDRA V'WITHH 2`i/4. rc.OR ASPHALT' COAY€ .:... FE G LEITION TO POURING I- !F hjkCE�SSARY, A 'S-TEEL PILE SHALL RE L. AFD AS, ADEiJ`t°��`°NAL SUPP41IRT N'0TESURROUND l, HOLES ti R µ, � e 5 t..,.bl ei'x I Nr,.{+� �� 413IIS. FROM E H txlt^F'N. TFs 3 E'?'E ,'F'�:E i t S DliA3.0t 1 INCLWIDx 3. 11 BER GRADE zHALLSLOPE AWAY FROM THE FIRE HYDRANT nPv'L"1 VALVE 13)s ,;. THE CAT_ VALVE IS AE_I_.CWPD IN SHOULDER R BEHIND THE. ENTkCH_, ET , N tT ALL. h"E'D IN THF DITCH SHALL -, FIREE�Sr'U•#Ht�;EatT.. �<;-tALL: LRE jNSTALI_ED AT LoCAT€ONS, WIMi Q'r K) ES ARE ABOVE THE PREVAILING GR0(JI 1DY ATTR ELE AT'I'w,NI. 1F REQUIRED 'Tt," BE IN WET AREAS, THE NEEP ;SOLES, SHALL E"p PLU GED ANE) THE HYDRANT SHALL BE P£_,k•,PEGD DC;'t•',. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N T. S. FIG-, #Rf' "..4 '-ROD VALVE TO TEE (OAT RODS WITH BITUMINOUS PAINT -LINE YP: IU -10 m PLACE 5' 13ALIV NI ED ° 'WITIJmSS POST WITH ; E ix�D EhD5 PAINTED D BLUE IN ;DEN°10TEAREAS ra(AS DAECTEDi MARKER L C TON �rIAY BE �".,I'D)EC' I'- A. TO HIGHWAY DEP RTMIENT APPROVAL- FINISHED P - ROVAL- " i FEN1S H€� t�RAci.:,.-y Is " & It "WP I!,U W ATE r`R'; )LI -TABLE VALVE BOX %k _ILI< l._!. GATE VALVE. 8 c 3 a'"0. ,JCRFTE'r - THRUST BLOC, 4.� ,2',� 2r3lwt.hgtiTM3A�REr�;s 4 i 4 MOTE' IN REAM OE AREAS, VALVE BOXES SHALL EXTEND SI.< (6) INCHES ABOVE (SRA[ TYPICAL GATE AL` NITS FIG. W 5 TD- 7 O i AIR RELEASE VALVE BRASS OR BRONZE PIPE BRAOS E GATE �ICK SUPPORTS OR "-TYPE "K" SOFT COPPER ORATON STOP CRUSHED STONE NOTES: PRECAST M A N l l-. CNE AND. COVER WITH Y4.li•TE 4.."AT i..LUJ°4+R AP'i`fik17((t) LOVAL,SHALL BE USED, 2 R WATERLINES SMALLER THAN 12" USE A 1" A."A.V' AND FITTIII S= FOR WATEM LINES 12" ANIS LA %E USE " A,R.` . AND FITTINGS. IN SITUATIONS WHERE THE A, ,V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIrw AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE MATER LINE DOES NOT SUPIPO T THE MANHOLE CONE, TD: "17 is i SO Oikl SINGSINGILF SERVIC-1. STREET SU11FACE OR NDN -PAVED AREA 1 1 .. 0" MAX RJ.J ', ER COATED ST (. FAL STEPS CAST N P' L.A C E PRE'CAST REINFORCED "0" RING `1 E A I_ S 16" M A . VIII°>jllviUM ELEVATION 1. DIFFERENCE ACROSS.N.jFS� I.� 41,011 I' FROM INLET TO OUTLET SHALL BE 1.20 FEET; I..�, ti,.JI C� E i I VA iE L'`EPTH OF FLO1W F ILLET 5 CHANNEL TO BE DIAMETE R 5 � CCI E RI I,F �'I� ' YQ : A FILLETED 'Ih1VER FC �R A SMOOTH! � �4 12 TRANSITION tFLLi' PET%k11EE}°�.a A ='1. INLET OUTLET PIPE SHALL. � ". e ms ,� Pp(_)VIDED. MIN. 6 BEDDING DOTE W / N-0. 68 STONE 1. SEDDING THICKNESS REQUIREMENT SHOWN IS MIN11VI M AND SHALL BE SPECIFICALLY DETERMINED BY THE C()INISULTANT FSE. SCILt CONDITkONS, . THE s: C)NSLILTANT WILL RETE IMI E WHETHER MANHOLES HALL HAVE EXTENDED C)R NON - EXTENDED BASES. 3ALL JOINTSLIFT HOLES INLETS OUTLETS TO R E SE A d L E LU 'R TIE I INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING RAN H TIF --IN I ,T: FIG. S;- I - A. METER SIZE: DIMENSION A DIMENSION B DIMENSION C 1 1/2" 31„ E IN11 E..IRV S !ON1 2 " 31, ENG]iNEERS SURwF-YoRS PLANNERS PO Box 4119 304 Veri1(OTC Square Pi. Ljtichburg VA W02 chartot4esviillo, VA 22911 Phone 434316.6080 Phone: 4334.984.2700 _ _._ -_ vmw�v.wwassociate�.net '. 3" 4' 'SIN, 1' IM IN. m, N. ?2'i3 5 MIN, 12` tuIN g ; Cis;IeTHAN 4" PROPOSALS WILL BE SUB#JWTTEE. C)F IE'E t C. ,�dEC L �.N __AI IAA,,; ER is i SO Oikl SINGSINGILF SERVIC-1. STREET SU11FACE OR NDN -PAVED AREA 1 1 .. 0" MAX RJ.J ', ER COATED ST (. FAL STEPS CAST N P' L.A C E PRE'CAST REINFORCED "0" RING `1 E A I_ S 16" M A . VIII°>jllviUM ELEVATION 1. DIFFERENCE ACROSS.N.jFS� I.� 41,011 I' FROM INLET TO OUTLET SHALL BE 1.20 FEET; I..�, ti,.JI C� E i I VA iE L'`EPTH OF FLO1W F ILLET 5 CHANNEL TO BE DIAMETE R 5 � CCI E RI I,F �'I� ' YQ : A FILLETED 'Ih1VER FC �R A SMOOTH! � �4 12 TRANSITION tFLLi' PET%k11EE}°�.a A ='1. INLET OUTLET PIPE SHALL. � ". e ms ,� Pp(_)VIDED. MIN. 6 BEDDING DOTE W / N-0. 68 STONE 1. SEDDING THICKNESS REQUIREMENT SHOWN IS MIN11VI M AND SHALL BE SPECIFICALLY DETERMINED BY THE C()INISULTANT FSE. SCILt CONDITkONS, . THE s: C)NSLILTANT WILL RETE IMI E WHETHER MANHOLES HALL HAVE EXTENDED C)R NON - EXTENDED BASES. 3ALL JOINTSLIFT HOLES INLETS OUTLETS TO R E SE A d L E LU 'R TIE I INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING RAN H TIF --IN I ,T: FIG. S;- I - A. METER SIZE: DIMENSION A DIMENSION B DIMENSION C 1 1/2" 31„ E IN11 E..IRV S !ON1 2 " 31, ENG]iNEERS SURwF-YoRS PLANNERS PO Box 4119 304 Veri1(OTC Square Pi. Ljtichburg VA W02 chartot4esviillo, VA 22911 Phone 434316.6080 Phone: 4334.984.2700 _ _._ -_ vmw�v.wwassociate�.net '. 3" 4' 'SIN, 1' IM IN. m, N. I° 5 MIN, 12` tuIN g ; Cis;IeTHAN 4" PROPOSALS WILL BE SUB#JWTTEE. SIDE VIEW B DOOR HINGKS .............. -.,.._... _.....,........_..�.... 1 1.5" DIAMETER DRILLED i I HOLEUNITFOR TOUCH REACT r I I Tara VIFW I � I i 3" DIAMET-ti FLAT I _ ( SEARING SURFACE 6 i LIST HANDLE I 24" K 36" 3 ALUMINUM ACCESS } HATCH TYPICAL METER VAULT N.T.S. FIG. W- 7A. k" ✓'r5I I ¢�- ¢`I .Ni ! 'z`ffi 1 { E 1 h t i £ BA S^�, i I #i. SD SHALL R E 11, a AIN ROCK MATERIAL , THAN 5* W ANY E IN11 E..IRV S !ON1 5 "0I6:. ENG]iNEERS SURwF-YoRS PLANNERS PO Box 4119 304 Veri1(OTC Square Pi. Ljtichburg VA W02 chartot4esviillo, VA 22911 Phone 434316.6080 Phone: 4334.984.2700 _ _._ -_ vmw�v.wwassociate�.net DESIGNED BY: JDB 1 2 "MINL lrT EbIBEDMENT'` T-i_.I 0 R4_`1J k1 'r "'_-3.. €� CT J4 LID -.:r-..w BY H A NF L. OR l �' €;� :e IN`V :aSPRC' 4..1 1 E. rf • _#'ie, ... ,^" C)F IE'E t C. ,�dEC L �.N __AI IAA,,; ER 3 9AladN 5.... i iNSte: P EDC)ING s M TET . ..o�.w..-_-_------., .e Iri E= f ,.'I._,� rDATIC ,1N (� H-AI_L BE, REQUIRED WHEN SOIL -ONDI 1O1' S ARE UNSTABLE L:L. * I' NJOT P_ ,.O r'Ea >wL..=T' 12J P,EDrE. VwTTHIIIN EXIST111,11GTSiHALL. BE BACKFILLED, ENIITcLjTI1 IPT0I1E: 2,F,2,FC,R DUCTILE E IRON PIPE THE BOTTOM OF THE TRENCH SHAi:_i_ ECRAPE[) AND CC_'),N1P;'kCTE . ,a.ISIb ALL STONESEMOe#VED OR A'1't BEDDING `f F NO. a CLE SL ALL BE FaROVIDED. _ , Sia I€ # c� k._ E1 _.. ENCOUNTERED I'�T`E I°� F E PIPE SHALL BE INSTALLFID ON A MIN11.1r 6 CS TD -28 +` OP R13 T F �0,1y r 11iX+ ENG]iNEERS SURwF-YoRS PLANNERS PO Box 4119 304 Veri1(OTC Square Pi. Ljtichburg VA W02 chartot4esviillo, VA 22911 Phone 434316.6080 Phone: 4334.984.2700 _ _._ -_ vmw�v.wwassociate�.net DESIGNED BY: JDB P R 0 i E :1 THE HAVEN AT STONEIELD ALBEMARLE COUNTY, VIRGINIA SL T REV. N0. DRA`�'✓N B1': KTM DRAWING NUMBER: C-22 T1 TL E: AGSA STANDARD DETAILS DIH.RV. HFW �} '�f QQ 2� Q � 2C l W V`V AI NUMBER: � q /� /� 211001.04 L. 1 1 VQ 1.04 .. t- 1 L. L NAME: ,n 2 � � �©� i��u_C-22. GIW � D II `; 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS | THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE -SPECIFICATIONS 2. CROSSWALK MATERIAL COLOR SHALL BE VVH|TE6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE PosalloiI JOINT I.Iu�u* � 6. TRUNCATE DOME SEE SHEET I OF 5 A FOR DETAILS BACK OF CURB 48,11 WAX, 121 WAX. 20t ,------z SECT�x� �-r~ TION JOINT SECTBION | FOR GENERAL NOTES amTHE DETECTABLE WARNING mnnF^CE.oscSHEET rOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM[ CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCT&.6 FEET FOR ALTERATIONS. Tv0IrAI nrCI1%KI A WITH BUFFER STRIP AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA., ALTERATIONS AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. - TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK IOSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION N.VDOT REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 103 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE ET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSIPORTAT1014 203.06 05 DOWELS. &I'LOW PERMISSIBLE AT t2l, CONSTRUCTION 12* -t MAX � � smaK OF CURS 20-1 DOMES I OF 5 FOR DETAILS SECTION A -A CONSTRUCTION 0 PERMISSIBLE JOINT SECTION B -B � wnzou FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF .5. THE REQUIRED LENGTH OF A, PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE TYPE B PARALLEL APPLICATION GENERAL NOTES - t THE DETECTABLE WARNING SMALL BE PROVIDED BY TRUNCATED COMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECASTI WITH SLIP RESISTAINT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE R^V FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAI OTHER TYPES OF MATERIAL VOTH THE TRUNCATED DOMES DETECTABLE WARNING WAY BE USED WITH THE APPROVAL OF THE ENGINEER. MA*. -1 SLOPING SIDES OF CURB R*4IP MAY BE POURED MONCILITHICALLY WITH RAMP TYPE FLOOR OR By USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. A PERPENDICULAR 4, IF RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT A04INNO FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SMALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO, 5 X &' PLACED 1,'CENTER TO CENTER ALONG 5! WIN RAMP FLOOR,MID-OEPTH OF RAMP FLOOR. MINIMUM OF TM, Mo BOTH SMS M 6, CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS WI INCLUDED IN PAYMENT FOR CURB / CUM AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE 8 BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL AN ACCESSME ROUTE WITM THE RIGHT OF WAY OF A HIGHWAY FACILITY PL AT BE 12-1 MAX OR TS YF� K ED 12-1 MAX C ELi )K)K AND USED BY PEDESTRtANS. MIN 111 EMNG PL 0 1 THIN THE LIMITS OF THE CROSSWALK AND 41 TKAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X .2" HIGHER THAN PERI:11ENDICULAR'TO THE CURB. EDGE OF PAVEMENT AT X)K . SAME As Top OF CURB 9TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RAENI CANNOT ACCOMMODATE THE TURIIIING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRIFFtC. REFER TO STANDARD CG -13. COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS, ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SMALL BE THE WIDTH OF THE SHARED USE PATH It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS tDIAGONAL). TRUNCATED DOME W'-2_4" C -C, IR A 4'x 4'LANDING AREA SMALL BE PROVIMD TO MANEUVER A WHEELCHAIR --*4 INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x V 0 0 0 00 LANDING AREA WAY INCLUDE THE GUTTER PAN. 1 1- 15OX DIAMETER VARIABLE 4'MINIMUM TRUNCATED DOME DETECTABLE WARNING DETAIL CG -12 DETECTABLE WARNING SURFACE RE W ROAD AND BRIDGE STANDARDS (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 SHEET I OF 5 1 REVISION DATE I 1=9 203.05 PB_1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF 'FILL -,k GROUND LINE z es EARTH + ROCK OR EARTH UNYIELDING SOIL TDING MIN. 1/10 D1 X D BEDDING MIN. 1/10 Di X D X SEDDR40 MIN 1/10 D1 i 8". MAI 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE TOP OF FLL F F1 _�R GROUND LINE LEARTH ROCK OR MIIN1/10 D UNYIELDING 41, MATERIAL I Lit MAX MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS Of THE CLASS 1 SACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCOROMCE EXTENDED TO 12" ABOVE THE TOP OF THE PFPE, WITH SECTION 302 OF THE ROAD AND BRIDGE SPECFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INISTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE RE:OUIREMENITS FOR CRUSHER RUN SPECIFICATIONS. ADGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I SAICKFILL. EMBANKMENT NVOOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL ME7HOD "All 302 SHEET 1 OF 4 REVISION DATE VIRGINIA DEPARTMENT Or TRANSPORTATION 303 107.01 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS | THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE -SPECIFICATIONS 2. CROSSWALK MATERIAL COLOR SHALL BE VVH|TE6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE PosalloiI JOINT I.Iu�u* � 6. TRUNCATE DOME SEE SHEET I OF 5 A FOR DETAILS BACK OF CURB 48,11 WAX, 121 WAX. 20t ,------z SECT�x� �-r~ TION JOINT SECTBION | FOR GENERAL NOTES amTHE DETECTABLE WARNING mnnF^CE.oscSHEET rOF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4'WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM[ CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCT&.6 FEET FOR ALTERATIONS. Tv0IrAI nrCI1%KI A WITH BUFFER STRIP AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA., ALTERATIONS AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED WITHIN THE MARKED CROSSWALK AREA. - TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK IOSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION N.VDOT REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 103 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE ET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSIPORTAT1014 203.06 05 DOWELS. &I'LOW PERMISSIBLE AT t2l, CONSTRUCTION 12* -t MAX � � smaK OF CURS 20-1 DOMES I OF 5 FOR DETAILS SECTION A -A CONSTRUCTION 0 PERMISSIBLE JOINT SECTION B -B � wnzou FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF .5. THE REQUIRED LENGTH OF A, PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET Subdivision The Haven at Stonefield Stre et Nan-& Inglewood Diive Developer Edens & Avant Phone: I Engineer WW Associates Phone. -434 984-2700 5 10 14 1 15 15 05 DOWELS. &I'LOW PERMISSIBLE AT t2l, CONSTRUCTION 12* -t MAX � � smaK OF CURS 20-1 DOMES I OF 5 FOR DETAILS SECTION A -A CONSTRUCTION 0 PERMISSIBLE JOINT SECTION B -B � wnzou FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF .5. THE REQUIRED LENGTH OF A, PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET Subdivision The Haven at Stonefield Stre et Nan-& Inglewood Diive Developer Edens & Avant Phone: I Engineer WW Associates Phone. -434 984-2700 5 10 14 1 15 15 � � smaK OF CURS 20-1 DOMES I OF 5 FOR DETAILS SECTION A -A CONSTRUCTION 0 PERMISSIBLE JOINT SECTION B -B � wnzou FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF .5. THE REQUIRED LENGTH OF A, PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET Subdivision The Haven at Stonefield Stre et Nan-& Inglewood Diive Developer Edens & Avant Phone: I Engineer WW Associates Phone. -434 984-2700 5 10 14 1 15 15 5°V02.8xW2.9WWR -�--4" VDOT NO. 21A SEE PLANS FOR GRADE O � CROSSWALK TYPICAL PLACEMENT AT INTERSECTION VVfrHnw CROSSWALK FE ALK M1311 MA*Rr!P 51 S1"ALK DIAGONAL PLACEMENT SMALL RE rat OUTSIOE OF TRAVELWAY 04OSSW SHALL BE PROVIDED FOR CROSSWALK WITH BUFFER STRI 01tMWALK MEA_ SPRE CG -12 DETECTABLE WARNING SURFACE TYPE 8 (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 2^ 2: - 73-F' CHANN�^��NW�| d� ��T�|N|�J�� EL m� ,��-/r�//"//v�� WALL NOT TO SCALE SEE SCC CALCULATIONS ON DWG. No. C-17 FOR CHANNEL LINING MATERIAL AND DWG. No. C-15 FOR CHANNEL LOCATION. x THIS ITEM MAY BE' PRECAST OR CAST INPLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3.g�s���omL�s (ALONG FACE OF CURB) � mLo���P*m FOR AS RADIAL CURB, 4, THE DEPTH OF CUR13 MAY BEREDUCED AS MUCH AS 3" OW' DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN, No ADJUS�MENT IN THE PRICE BID IS TO BE MADE FOR A DECREA I SE OR AN INCREASE IN DEPTH, 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CUM IS EXTRUMD ERENCE STANDARD 6" CURB 502 VIROINIA DEPARTMMT Of TRANSPORTATION R iary Flexible Pavement Deshm Worksheet for New Subdivision ased on 2009 VDOT Pavernent Desi -.a Cjuide for Subdivision and Secondary Roads in Virginia ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF I 201.01 County Abernarle (County Code 02) JDI 8/12/1.1 Subdivision The Haven at Stonefield Stre et Nan-& Inglewood Diive Developer Edens & Avant Phone: I Engineer WW Associates Phone. -434 984-2700 AtJ I' Projected 2 -way traffic for the street segincrit considered, as defibied in theSubdivision Strect Requirenients. �CBRD �Design CBR = Average ofCBRf x2/3 and modified only as discussed in tbe Pavement Design Guide. �CBR value of the subgrade satWle, ta�ken mid tested as specified in the Pavtettient Design Cruide., DME VDIDT.District Materials EnL�ineer, EPT �Equivalent projected traffic, 'HCV Nuniberoflicavy ConnnercialVebioles(e.g trucks, buses, cte., with 2 or more Wes and 6 Percentaga of the total t raffic volume comp osed of HcaNy Conitrercial Vehicle- S !Resiliency Factor Relative value oftbe subgrade soil's ability to withstand repeated loading 'Thickness index ofproposed pavement design computed by the Coi vention I Pavemei t De rhickness index required. based on Design ADT and SSV, determined by Appmdix 11. N 1i SoU Sample CBRT RF ' 2500 1 0.0 Source 1. Present ADT Value 4 DME 4. Design Period rs 6. Des�p ADT 2500 For preliminary design, use SSV fi-om Appendix I 5�O (A)Litnitedto Design ADT<400 - Show pavement material notations and thicknesses from Appendix IVTablesA andB (B) Show pavement Section as developed in the Pavement Design Guide DR =1 17-6 Desetiption of Proposed Pavement Section Surface 1.5" SM -9.5A 1.50 2.25 338 Base 4" BM-25,OA Base Mix 4.00 125 9.00 Subbase 10" VDOT No. 21 A Aggregate 10.00 0.60 6.00 DP must eqtal or exceed the value ofDR. (a x OK SH op ENGWEERS SUKVFYORS F PLANNERS 0 PO Box 4119 3040 Awn= Sqwe, P1, ks" Phone: 434.316.6080 Pbone; 434.984.2700 REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESS|BLE~ PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE /-- TOPSOIL AND SEED 4° MIN. |�-1'-O"----- 1 | HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES SLOPE PER SITE GRADING AND DRAINAGE PLAN SEE DWG. No. C-10. VDOT CQ -2 VDOT , CG_2� \�o \. / 2' CURB CUT DETAIL NOT T0 SCALE PROVIDE )/" PREMOLDED EXPANSION FILLER WHEN ADJACENT TO SIDEWALK OR OTHER CONCRETE OR DISSIMILAR SURFACE. CONC. SIDEWALK PARKING AREAS AND TR/A/ELW/YS PAVEMENT SECTION SEE DETAIL ON DWG. No. C-11 OR USE ONE SIDE CG -8 CURB AND GUTTER AND THE OTHER SIDE CG -2. IF THIS OPTION IS USED PROVIDE PREMOLDED EXPANSION FILLER BETWEEN FRONT FACE OF CG -2 AND FACE OF CG -5 GUTTER PAN. TOP OF GRATE TDBESET FLUSH WITH TOP OF CURB. ADA COMPLIANT ALUMINUM GRATE, WITH UL LISTED -SKID SURFACE. SEE NON SITE LAYOUT PLAN DWG. No. C-8 FOR LENGTH OF GRATE. 3^ 3~ 2' ---PROVIDE SOLID PLATE ON EACH EXPOSED END ' 3 CURB CUT DETAIL FOR ADDITIONAL INFORMATION, 2. CONTRACTOR TO SUBMIT SHOP DRAWING OF SELECTED GRATE SYSTEM WITH UL AND ADA CERTIFICATIONS TO OWNER FOR APPROVAL PRIOR TO ORDERING. CURB CUT WITH PEDESTRIAN GRATE NOT TO SCALE Dmi THE HAVEN AT STONEFIELD DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA DIHR BY: SITE PLAN DETAILS AND PAVEMENT DESIGN WORKSHEET HFW 21100104C-C-23.dwg CIVIL t 4: NIA 8126111 Z` R -C P MAII_� BOX -C-( IT _.J -0 cp I I C It ASS f + ------- ------- f'-( � -',-u(: _..� ,!f -�'-S_ '-C_/y-.-C'�. �I "�+bo'.^'`+,_0.y�D ,,. -. 11, - ,. .',.+-�r-+a»,�,`.1. ! + � I - .W_-., __ ..._:::n -: 5J'- r_.___._.I..1.{_'. �}'�i +7' .5 J + 1 4, w7I .6'*F i1 I I IJ r1r : �_; .,_I• , 4'._ _ I,I.,\��& }/.f '010 0 0 V V 0 + ----- -- 0 + 1 0 0 1 b'0 0� 0 b.0 0.0 0.0 + 1 .0 - .0 -_ //V( +wj 10 tu 0.01 b.p 1 +0,0 0.0 -0 b,o b. 10 0 V� .0 + T-711111- 01 + .1 1 16.0 0. �-o sI U b fi .0.1 +0' + + 0 "0' 0b.o b. N'A�v 0.0 'D t�o 0.00 4�-'o 1 b.q[ jb�o '60 1-1 J L� �(0 b.o, +0'0.0 J/ 0. +0.1 4 1 +0.1 to. 1 +0.1 0 b�o ojoI 0.1 0. + D + C 0. 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'b 'b.o +o.0 b.o b +60 0.0 .0- 1" 1 u +o.o �0 0.0 +0.0 +0.0 . . ...... .... + +) or., '01 _1 0, 0.0 -b.o u", "'k, 4 '0.0 _A0 . .......... . . w 0.0 0.9 - - - ----- - ------ - I" F ------J ­­_ . + + -In, A + + IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 40' 40' 0 40' + THE CONTRACTOR SHALL SUBMIT THE SITE PHOTOMETRICS AND a + b 'b --.o +0.0 +0'0 ... +wr 0-0 !-120-7 1 - - F., - - M : i �� ::S� - ­. ulft-1-1 , 1--Z i A __ '. - -Mon, 0 '0 +0.0 LUMINAIRE SPECS TO THE LOCAL INSPECTOR BEFORE ORDERING. lmt :0-1 1 - -5- 0.0 0.b 0.0 0.0 0.0 0 0. U.U: IM �0 0.0 0.0 '0 4 b.4 10.6 &7 .7 .7 0.7 THE OWNER RESERVES RIGHT TO SUBSTITUTE LED BULBS WITH -.0 --- 111111 --"' - - - - ..- - - _ . . ...... . . . . ........... . . - __ _ I ­ RI -1 I b + 10. OTHER BULB TYPES. b.6 0 w �121 + 0 bo 0 0 0 R., 0.6­��5.0 0 =6-1676-701' 0 -b �A,'Ok-_b.4 3 0.2 01 - - ---- 0. b A b-0 .0 bo o 0-o 0.0 .0 .0 0.0 b.0 _w - - ---- ... . . ..... THIS LIGHTING DESIGN IS BASED ON INFORMATION SUPPLIED BY OTHERS. A N'= -_ 0,0 �io .0 .0 w ).0 + CHANGES IN ELECTRICAL SUPPLY, AREA GEOMETRY AND OBJECTS WITHIN + 0 0.0 0-0 0-0 0-0 6 + T + + +02 '02 +02 03 2 .11 .1 .0 O.G .0 0.0 _31111 L_ R (�.J 1,111EM �m_ w 'WEaw", - Nil! 02 THE LIGHTED AREA MAY PRODUCE ILLUMINATION VALUES DIFFERENT .0 b.0 *0. 0 b.0 r 4 -"r -'!!!r :)-U �50 , \ Z_ ", +_a.i i 48e, R wjl IN b.0 FROM THE PREDICTED RESULTS SHOWN ON THIS LAYOUT. - - , V u 11 �\ t 1 - �' A R,4t,U t.0 to to to t.0 tu to bm T 110 _-0.1 U.2 Wd U.1 U.1 U�'[ U . ..... U.T - + '0 off 0.0 0.0 0.0 0.0 0.0 VA tj �.i V.1 to 0.2 U.1 0.0 0. bii +6 THIS LAYOUT IS BASED ON JES FILES THAT WERE LAB TESTED OR COMPUTER 'b.0 0.0 r 4 + 0 bo +0 Fr +k +A A 6.6 u by GENERATED. ACTUAL RESULTS MAY VARY. 'd.1 +0� 1 0.1 0,0 0.0 0.0 0,0 0,0 U.0 �O 0.0 U U.0 1 10.1 10 1 b. I -b.1 �o,o +o.o 46.o Vo Ab.o b.o 'o.o 'bo +o.o bz 'o..o b.o b.1 0.1 b.i b.i v 0. 0. lih1w �o U -b.o .0 0 b . . ...... . . . ........ EP 4_ -T-7- ' EP --- - ----- - - Calculation Summary K N0. SHEET RE_MS!�ON 1-3 Y DATE 10. ILFHFFET REVISION NTERCOM "D zine Lignting bowtions 2707 SATSUMA DALLAS, TX 75229 Luminalre Schedule Label CalcType Units Avg Max Min Avg/Min Max/Min Max/Avg Parking Illuminance Fc 3.64 9.6 0.0 N.A. N.A. 2.64 Luminalre Schedule Symbol Qty Label Arrangement Lumens LLF Description -M 8 A SINGLE .1 0.750 I)SCS-11-1.90-11350001K - 20' POLE LEF-E] I B D180* 20800 0.750 SLS-VBM-A-E-1B-X-2 117.5' POLE & 2.5' BASE + 4 C 4 @ 90 DEGREES 36000 0.750 SLS-VBM-A-E-3B-X-2 27.5' POLE & 2.5' BASE DRAWING NUM13ER: 6 D 3 @ 90 DEGREES 36000 0.750 SLS -VBM-A-E-3B-X-2 27.5'POLE & 2.5'BASE 5 E SINGLE 1 36000 0.750 SLS-VBM-A-E-3B-X-2 27.5' POLE & 2.5' BASE I F SINGLE 1 20500 0.750 SLS-VBM-A-G-1B-X-2 2T.5" POLE & 2.5'BASE ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avwrnore Square P1. Lynchburg, VA 24502 CharlotwwW% VA 22911 Phone: 414.316.6080 Phone: 434M4,2700 wwwmwassociates.met 1,/Or �J(0114;4 DESIGNED BY: PROJECT: SET REV. NO, DMd THE HAVEN AT STONEFIELD 2 DRAWN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUM13ER: TLB TITLE: PHOTOMETRIC PLAN C-24 DIHR BY: HFW SI-1EET NUMBER: - W',IVA NUMBER: FILE NAME: DISCIPLINE: SCALL-: DATE: 21 1001.04 21100104C-C-24.dwg 1 CIVIL H: 1 " = 40' V: NIA 8126111 25 of 28 Discera 4 LESDiscera.LEDDisc ,4 i Discera 4LEDPhotometry Lono Armun r�i Pro feet. ��@@yy rya�} /h` p@a R . �, 6k CCT '6'CTt ra3 vV iP8 .t€71 19 �.i38 Sd6f�rt L+7R iPas t yr..a 48S i13 s' . 5C 1� Srttl s9N t .oa..... C; -00-1111-50Qty t " r P Ei: : y E } _ • _ _ rr _ _ _ : , � ' LWill �rur►t t,1 Single L, rr€1 DoubleLit r > . ., �.,.: � ti ... _ -ter .,..., . � �.. ._.,.�....�, s a hrt,�rr� " i Single Short air �: i3�u�l� h+�r� #tom �L - L r Id for li khans r� uirin lNno d rllautiene, � �� � -_: Glrn: A n �,de�, ti�pp.. .. ,.» b.. z� Mount ,. 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Cohtlalratra t�ht itrgkrr� rein l� lirniter3 °a€ubr'ram�= i � txa nrrt�rrrsl;j�ue-, q 14' i=t.3 <rJ) i,dE •,. r rrtQuuci'ft r irafr rra u grade, LEL��' �hrsa€rthsl tt� C£3 gra LED lu�ri+ l]dfia<� ed L �rt"s per Waft 40 40 1 32 Z Fm � iij lay rrrz 9, �' deft �irlvvri � tih�"..drr�Ner. ne�ire at��' be, lr�xm dafa�s in ,a, � . � x: :;Elm Elieut for Geld lartipe to€ fir% ti N and ahrfutr n liip for tap to I tl Ing end,ara nt c m iaw i DO NOT HEAVILY PRUNE THE TREE AT PLANTII PRUNE ONLY CROSSOVER LIMBS, GO-DOMINAN LEADERS, AND BROKEN OR DEAD BRANCHES, S INTERIOR TWIGS AND LATERAL BRANCHES MA` PRUNED, HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND' THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. SET TOP OF ROOT BALL FLUSH TO GRADE OR 25-50 MM (1-2 IN.) HIGHER IN SLOWLY DRAINING SOILS. 200 MM (8 IN.) 50 MM (2 IN.) MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. TAMP 501L AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1800 MM (6 FT.) DIAM. MIN. -- 2400 MM (8FT. ) DIAM. PREFERRED TREE PLANTING DETAIL SCALE: N.T.S. ROOT FLARE REMOVE ALL BURLAP AND WIRE BASKET FROM TOP 1/3 OF ROOTBALL WATER SAUCER SET BALL 2" HIGHER THAN FINISHED GRADE 3 MULCH LAYER BERM BACK FILL WITH CLAY - LOAM TOP SOIL FREE FROM STON E AN D DEBRIS CONIFER PLANTING DETAIL SCALE: N.T.S. REMOVE ALL TAGS. TIES, ETC. FROM SHRUB FACE FULLEST SIDE OF PLANT TO THE OUTSIDE OF GROUPINGS LOOSEN BURLAP TIES OR _ REMOVE CONTAINER SET BALL 3" HIGHER THAN FINISHED GRADE WATER SAUCER 3" MULCH LAYER BERM NATIVE BACKFILL COMPACTED PLANTING SOIL SHRUB PLANTING DETAIL SCALE. N.T.S. ADAPTED FROM THE INTERNATIONAL SOCIETY OF ARBORICULTURE BCH TREE MUST BE PLANTED SUCH THAT THE tUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT ,LL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE' REJECTED. DO NOTCOVERTHE TOP OF THE ROOT BALL WITH SOIL. I = 100 MM (4 IN!.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL. _ REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASiKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INT€;? PLANTING HOLE. PLACE ROOT BALL ON UNEXCAWATED OR TAMPED SOIL. " I 9 PLANT SCHEDULE TREES CODE QTY BOTANICAL NAME / COMMON NAME ACE BLO 5 Acer palmatum 'Bloodgood` / Bloodgood Japanese Maple ACE BR2 7 Acer rubrum 'Brandywine' / Brandywine Red Maple CED BRA 2 Cedrus deodara 'Bracken's Best Cedar' / Bracken's Best Deodar Cedar • COR KOU 2 Cornus kousa / Kousa Dogwood CRY JAP 20 Cryptomeria japonica / Japanese Cryptomleria GLE INE 15 Gleditsia thacanthos inermis ' Skycole' TMl / Skyline Thornless Honey Locust ILE FOS 13 Ilex x attenuate 'Fosteri' / Foster's Holly • ILE EM2 3 Ilex x 'Emily Bruner' / Emily Bruner Holly ILE NEL 12 Ilex x Nellie R Stevens' i Nellie Stevens Holly JUN EAS 19 Juniperus virginiana 'Brodie' / Brodie Eastern Red Cedar JUN BUR 6 Juniperus virginiana 'Burkii' / Burkif Red (Cedar MAG GRA 3 Magnolia grandiflora / Southern Magnolia MET GLY 2 Metasequoia glyptostroboides !Dawn Redwood PIN TAE 16 Pinus taeda / Loblolly Pine QUE NUT 23 Quercus nuttallii 'Highpoint' / Highpaint INuttall Oak QUE HIG 10 Quercus phellos 'Hightower' / Hightower Willow Oak TAX SHA 4 Taxodium distichum Shawnee Brave TM / Shawnee Brave Bald Cypress THU EME 11 Thuja occidentalis Emerald' / Emerald Arborvitae THU GR3 13 Thuja standishii x plicata Green Giant J Green Giant Arborvitae ULM PRI 24 Ulmus americana Princeton' ! Princeton Elm 9-11 ULM EVE 10 Ulmus parvifolfa 'Everclear' 1 EverclearLiacebarkElm GROUND COVERS CODE QTY BOTANICAL NAME / COMMON NAME .� SOD FES 61,947 sf Fescue Sod / Sod CONT PER UPDATED CIVIL SiTE PLAN JP AREA TOTAL AREA 30 gal 2 PER UPDATED CIVIL SITE PLAN JP 12122111 B >3 B 2-1/27 12' Min. 397 sf 2,779 sf B Ft B 7-8' 143 sf 286 sf 15 gal 128 sf 256 sf B R 6 7-8' 123 sf 2,460 sf B Nr B 2-1/2" 424 sf 6,360 sf B Ei B 7-8, 16 sf 208 sf B Et B 7-8` 44 sf 132 sf B Et B 7-8' 44 sf 528 sf B Et B 7-8' 16 sf NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE CONT CAL SIZE AREA TOTAL AREA 30 gal 163 sf 815 sf B >3 B 2-1/27 12' Min. 397 sf 2,779 sf B Ft B 7-8' 143 sf 286 sf 15 gal 128 sf 256 sf B R 6 7-8' 123 sf 2,460 sf B Nr B 2-1/2" 424 sf 6,360 sf B Ei B 7-8, 16 sf 208 sf B Et B 7-8` 44 sf 132 sf B Et B 7-8' 44 sf 528 sf B Et B 7-8' 16 sf 304 sf B £t B 7-8' 16 sf 96 sf B Et B 8' Min. 54 sf 162 sf B Ft B 2-1/27 60 sf 120 sf B a B 8' Min. 207 sf 3,312 sf B if B 2-1/2" 370 sf 8,510 sf B lx B 2-1/2" 1Z' Min. 370 sf 3,700 sf B €t B 2.1 /2" 12' Min. 79 sf 316 sf B Ft B 7-8' 10 sf 110 sf B Et B 7-8' 7 sf 91 sf B a B 2-1/2" 12' Min. 397 sf 9,528 sf B Et B 2.1 /2" 12' Min. 44 sf 440 sf CONT 40,513 Total SF M LANDSCAPE REQUIREMENT CALCULATIONS PER COUNTY OF ALBEMARLE COUNTY CODE • STREET TREES CALCULATION SECTION 32.7.9.6 1 LARGE TREE PER 50' OF ROAD 275 LF OF ROAD / 50 = 6 TREES FOR HOUSTON STREET (7 PROVIDED) 370 LF OF ROAD / 50 = 8 TREES FOR BLACKBIRD LANE (10 PROVIDED) 625 LF OF ROAD / 50 = 13 TREES FOR INGLEWOOD DRIVE (36 PROVIDED) • PARKING LOT LANDSCAPING CALCULATION SECTION 32.7.9.7 STREET TREE LANDSCAPING: SECTION 32.7.9.7.a 1 TREE PER 10 PARKING SPACES 358 PARKING SPACES/ 10 = 36 SHADE TREES (36 PROVIDED) INTERIOR PARKING LOT LANDSCAPING:: SECTION 32.7.9.7.b 5% OF PARKING AREA MUST BE LANDSCAPED PARKING AREA = 135,036SF REQUIRED INTERIOR PARKING LOT LANIDSCAP'ING = 135,036SF X5%a =6,750SF PROVIDED INTERIOR PARKING LOT LANIDSCAPING=15,804SF (I 1.7%a) • TREE CANOPY SECTION 32.7.9.9 10% OF RESIDENTIAL SITE (20+ DU) MUST BE COVERED BY TREE CANOPY 332,711 SF X 10% = 33,271 SF TO BE COVERED BY TREE CANOPY (40,513 SF (12.2%) TREE CANOPY PROVIDED) REFERENCE NOTES SCHEDULE 32 EXTERIOR IMPROVEMENTS SYMBOL DESCRIPTION Double Ground Hardwood Mulch (Y Thick) 15, 71 cy T_HE LANE:)ART DESIGN GROUP, INC. Horticulturists0 Landscape Architects IN Land Planners Yi R'd� A (dal' W,u ♦,YI ..� �tE N .3 �tE �-. _..,f�� .. � 324 East Saint Jahn St., Suite F2 Spartanburg, SC 29302 (864) 585-7500 Phone (864) 585-3808 Fax Io naia rtclesigngroup.com ENGINEERS SURVEYORS PLANNERS ASSOCIATE PO Tina 4119 3040 AV mem Square PL Lyncliburg.VA24502 ChAflMM'ViliG,VAazgIn Phonc. 434.316.6086 Photic: 434.M4.2700 evw'cn,ww�ss©aiarps_n�e PLANT NOTES 1. MATERIALS LIST WAS PREPARED FOR ESTIMATING PURPOSES, CONTRACTOR SHALL MAKE OWN QUANTITY TAKE -OFF USING DRAWINGS AND SPECIFICATIONS TO DETERMINE QUANTITIES TO HIS SATISFACTION, REPORTING PROMPTLY ANY DISCREPANCIES WHICH MAY EFFECT BIDDING. 2. ROOT TYPES MAY BE FREELY SUBSTITUTED IN CASE OF BALLED AND BURLAPPED OR CONTAINER GROWN. ALL PLANT MATERIAL MUST ADHERE TO ANSI Z60.1-2004 (AMERICAN STANDARD FOR NURSERY STOCK) SPECIFICATIONS FOR ROOT BALLS AND CONTAINER SIZES. 3. CONTRACTOR TO VERIF'YT14AT ALL PLANT MATERIALS AREAVAILABLE AS SPECIFIED WHEN BID/PROPOSAL IS SUBMITTED. 4. UNLESS SPECIFICALLY NOTED, ALL PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, AND SO TRAINED OR FAVORED IN DEVELOPMENTAND APPEARANCE AS TO BE UNQUESTIONABLY AND OUTSTANDINGLY SUPERIOR IN FORM, COMPACTNESS AND SYMMETRY. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF, FREE OF DISEASE AND INSECTS, EGGS OR LARVAE; AND SHALL HAVE HEALTHY, WELL-DEVELOPED ROOT SYSTEMS. THEY SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT VIGOROUS GROWTH. 5, SUBSTITUTIONS OF PLANT MATERIALS WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. IF PROOF IS SUBMITTED IN WRITING THATA PLANT SPECIFIED IS NOT OBTAINABLE, CONSIDERATION WILL BE GIVEN TO THE NEAREST AVAILABLE SiZE OR SIMILAR VARIETY, WITH A CORRESPONDING ADJUSTMENT OF THE CONTRACT PRICE, 6. PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPTTHAT PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED IF APPROVED BY THE LANDSCAPE ARCHITECT IN WRITING. USE OF LARGER PLANTS SHALL NOT INCREASE THE CONTRACT PRICE. IF LARGER PLANTS ARE APPROVED, THE ROOT BALL SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. 7. ROOT FLARE OF PLANT MATERIAL MUST BE AT OR SLIGHTLY HIGHER THAN EXISTING GRADE. PULL MULCH BACK 6 IN. FROM ROOT FLARE. 8. TREES WITH MULTIPLE LEADERS, UNLESS SPECIFIED, WILL BE REJECTED, TREES WITH A DAMAGED OR CROOKED LEADER, BARK ABRASIONS, SUNSCALD, DISFIGURING KNOTS, INSECT DAMAGE, CUTS OF LIMBS OVER 20 MM ( 3/4 IN.) IN DIAMETER THAT ARE NOT COMPLETELY CLOSED OR FLUSH PRUNING CUTS THAT DO NOT PRESERVE THE COLLAR AT THE BRANCH' WILL BE REJECTED. 9. TREE PLANTING DETAILS AND SPECIAL PROVISIONS FOR PLANTING MUST BE FOLLOWED. 10. CONTRACTOR SHALL TEST SOIL pH AND CONDITIONS FOR ALL SOD AREASTO INSURE THAT PROPER SOIL REQUIREMENTS ARE MET FOR THE SODDED LAWN. SOIL SHALL BE AMENDED BY CONTRACTOR AS INDICATED BY SOIL TEST AND SPECIFICATIONS TO ACHIEVE PROPER SOIL CONDITIONS. 11. ALL PLANT BEDS TO RECEIVE 3" DEEP HARDWOOD MULCH. 12. CONTRACTOR TO MAINTAIN THE PLANTINGS AND CONTROL WEEDS IN MULCH AREAS THROUGH THE DURATION OF CONSTRUCTION UNTIL FINAL ACCEPTANCE, 13. ALL PLANT' BED AND SOD AREAS TO RECEIVE 1007,6 1RRIGATION COVERA.GEAS SHOWN ON THE IRRIGATION PLAN. 14, IN THE PLANT SCHEDULE, PLANTS NOTED AS "SPECIMEN", SHALL BESELECTED BY THE LANDSCAPE ARCHITECT AT THE NURSERY OR PHOTOS OF THE PLANTING STOCK SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT FOR APPROVAL 15, PREEMERGENT HERBICIDE SHALL BE APPLIED TO PLANTING AREAS PRIOR TO LANDSCAPE INSTALLATION AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 16. PLANT BED SHALL BE TESTED FOR pH AND AMENDED PRIOR TO INSTAILLATION. 17, ALL PLANT MATERIAL SHALL CONFORM TO STANDARD SET FORTH BY "AMERICAN STANDARDS FOR NURSERY STOCK" ANSI Z60.1-2004 PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 18. ALL PLANT MATERIAL SHALL BE PROTECTED DURIN G TRANSPORT AN D DELIVERY TO JOB SITE WITH SHADE CLOTH OR OTHER ACCEPTABLE MEANS OF WINDBURN PREVENTION. 19. ANY SUBSTITUTIONS IN SIZE AND/OR PLANT MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING CAN BEGIN 20. ALL TREES MUST BE STRAIGHT TRUNK, FULL HEADED, AND MEET ALL REQUIREMENTS SPECIFIED. 21. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND U11LITIES AND SHALL AVOID DAMAGE TO ALL UTIL111ES DURING CONSTRUCTION. SHOULD THE CONTRACTOR CAUSE' DAMAGE TO ANY UTILITIES, NECESSARY REPAIRS SHALL BE MADE AS QUICKLY AS PRACTICABLE, AT CONTRACTOR'S EXPENSE. 22. ALL ELEMENTS OF LANDSCAPING SHALL BE INSTALLED SO AS TO MEETALL APPLICABLE ORDINANCES AND CODES REQUIREMENTS. 23. CONTRACTOR SHALL ASSURE DRAINAGE AND PERCOLATION OF PLANTING PITS PRIOR TO INSTALLATION OF PLANT MATERIAL. CONTRACTOR SHALL FILL ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE THAT PROPER DRAINAGE AND PERCOLATION IS AVAILABLE. CONTRACTOR IS RESPONSIBLE FOR TIRE REPLACEMENT OF ALL PLANTS LOST DUE TO INADEQUATE DRAINAGE CONDITIONS. 24. BALLED AND BURLAP MATERIAL SHALL HAVE THE TOP ONE HALF (1/2) OF THE BURLAP AND STRAPS REMOVED. 25. CONTRACTORS SHALL REFER TO THE LANDSCAPE PLANTING DETAILS, PLANTS LISTS, GENERAL NOTES AND THE PLANTING SPECIFICA11ONS FOR COMPLETE LANDSCAPE PLANTING INSTRUCTIONS. 26. TURF GRASS SHALL BE PLANTED AFTER ALL PLANTS ARE INSTALLED AND MULCHED. SEED AND/OR SOD BED PREPARATIONS BY MEANS OF PULVERIZATION TO LOOSEN SOIL SMOOTH' AND FINE GRADEAREA REMOVING ANY ROCKS, ROOTS, TRASH, AND CLODS OVER ENTIRE AREA. 27. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING IN FULL ALL PLANTING AREAS (INCLUDING WATERING, SPRAYING, MULCHING, MOWING, FERTILIZING, ETC.) UNTIL THE OWNER AND LANDSCAPE ARCHITECT ACCEPT CONSTRUCTION IN FULL 28. CONTRACTOR TO GUARANTEE PLANT MATERIAL FOR 12 MONTHS ESTABLISHMENT PERIOD FOLLOWING DATE OF COMPLETED CONSTRUCTION. 29, ANY CONFLICT IN THE NUMBER OF PLANTINGS THAT OCCURS BETWEEN THE TABLE AND THE LANDSCAPE PLANS SHALL BE RESOLVED BY THE INFORMATION SHOWN ON THE LANDSCAPE PLANS. F DESfGNEO BY: PROJECT: SET REV. NO. JP THE HAVEN AT STONEFIE LD 2 DRAWN BY: jP ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE' DIHR BY LANDSCAPE DETAILS, NOTES AND SCHEDULES C-27 WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: SHEET NUMBER: 211001.04 LANDSCAPE H: N/A 8126111V. N/A 2 8 O f 2