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SDP200100089 Plan - Approved Final Site Plan and Comps. 2002-01-03
-a ■ MONTiCE L L 0 FiR E� IZ ES C ATE STATION NUMSP.R ELEVEN Shopping Center O. 42 -� N% i c Mill Motif e ko High School o Greek 0 0 Proposed o rl A Monticello Fire & Kescue Station Number tl n `fandam School SIGNATURE PANEL: - Albemarle County Planning Department: L C 2 Albemarle County Zoning; Department; ' n °t 1 r 3 0- Albemarle County Engineering Department: Albemarle County Building Official: Albemarle County Fire Chief- Albemarle County Service. Authority: W_i7 /6 1 Virginia Department of Transportation: 1� Other: rV t�r� Jaa wed By. -. I,t . COX, 1 ' 7719 THE COX CO M r16%NY- Planners Civil Engineers Landscape Architects G ~� o Gra /',000�T" 10� 2001 0 O 20 IZevi S�ci: INITIALS DEPARTAIENT d boa SEPTEMBEIc 4, 2001 OC7JOBE tZ 1, 2001 'n i y P-p 5 co�sville ❑ 6 PLANNING N0VEMf3Elz 20, 20U1 \/ici n i ty Map: 1"= (3,00° 0 M 174 ENGINEERING ❑•_ BUILDING CODES & ZONING SERVICES SHEET INDEX ■ 0.00 Cover ■ 1.00 General Notes & Critical 51ope Exhibit ■ 2,00 Existing Conditions 5urvey ■ 2.10 Existing Conditions Survey ■ 5.00 Site plan • ■ 4.00 Utility & Layout Plan ■ 4.10 Waterline Plan & Profile E 5.00 Middle 5chool Goad Plan & Profile ■ 5.10 Access Drive Plan & Profile ® 6.00 5torm Sewer Profiles ■ 7.00 Sanitary 5ewer Profiles I ■ b.00 5tormwater Managment / BMP ■ 9.00 Erosion & 5ediment Control Narrative ■ 10.00 Erosion & 5ediment Control Plan ■ 10.10 Erooion & 5ediment Control Plan ■ 11.00 Erooion & Sediment Control Details ■ 12.00 Landscape Plan ■ 15.00 Landscape Details ■ 14.00 Photometric Data Plan ■ 15.00 General Details ® 15.10 Wateriine Detailo ■ 15.20 General Details ® HIM box Indicates Drawing Included in 5et SHEET KrY ,��e9/9— 0/-- e�, dl�'/ Critical Sl op es 0 . i i'/RC1N�P COUNTY OF ALBEMARLE Dept. of. Planning' & Community Development 401. McIntire Road Charlottesville, Virginia 22902.4596 (804) 29&5823 November 13, 2000 Mark Spicer Albemarle County Fire & Rescue 401 McIntire Road Charlottesville, VA 22902 RE: SP-2000-39 Monticello Fire & Rescue Tax Map 91, Parcel 2E Dear Mr, Spicer: The Albemarle County Board of Supervisors, at its meeting on October 18, 2000, unanimously approved the above -noted request. Please note that this approval is subject to the following conditions: I. Development of the site shall be in general accord with the concept plan entitled, "County of Albemarle Fire and Rescue Station No, 11", dated September 15, 2000. Specific items for conformity include access from the "Future Access Road (to South) parking on the side and to the rear of the building; screening of the property to the east; and provision of interconnections to adjoining properties, In site plan development and review, consideration shall be given to orienting the building closer to and parallel to .the "Future Access Road (to South)", to create a more urban appearance of the facility. Consideration shall also be given to adjusting the apparatus bays to be set back further than the front fagade of the operational facility. 2. A screening buffer of dense evergreen vegetation shall be provided between the proposed driveway adjacent to the Kimco property to mitigate visual impacts and noise impacts on the adjoining parcel. 3. Such subordinate uses and fund-raising activities as bingo, raffles and auctions shall be conducted in an enclosed building only. No such activity shall be conducted between 11:00 p.m. and 8:00 a.m. 4, All outdoor lighting shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent streets. (This is in addition to Section 4.17, Lighting.) 5. Access to the facility shall be provided as either a private driveway or a public road. If a private driveway is to be used, it shall be located in the area shown as the "Future Access Road (to South). It shall have, at a minimum, a 4 foot asphalt pedestrian path provided along the east side of the drive, extending up the driveway up to the first parking space. A private driveway may be used until such time as a subdivision plat or Page 2 'November 13, 2000 site plan for the adjacent (Kimco) property is approved. At that time, a public road shall be constructed as an urban cross section with sidewalks and street trees. 6. Where regrading of slopes is required to create the building and parking pads, the applicant shall minimize use of 2:1 slopes. Where 2:1 slopes are to be used, landscaping shall be employed to enhance the appearance, stability, and maintenance of these slopes. 7. The preliminary site plan shall be reviewed by the Planning Commission. In the event that the use, structure or activity for which this special use permit is issued shall not be commenced within eighteen (18) months after the issuance of such permit, the same shall be deemed abandoned and the authority granted thereunder shall thereupon terminate, For purposes of this section, the term "commenced" shall be construed to include the commencement of construction of any structure necessary to the use of such permit within two (2) years from the date of the issuance thereof which is thereafter completed within one (1) year. Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the zoning Department will issue a clearance, you must comply with the conditions in, this letter. For further information, please call Jan Sprinkle at 296-5875, ' If you should have any questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, David 6. Senish � Chief of Planning & Community Development DBBfjcf Cc: Amelia McCulley Jack Kelsey Tex Weaver Steve All-shouse Bob Ball, VDO.T Special Use Permit SF-2000-39 MONTICELLO FIDE & FESCUE STATION #11: Final Site Plan Notes 1. Owner/Developer County of Albemarle, Virginia 401 McIntire Road Charlottesville, Virginia 22902 2. Landscape Architects/Engineers/Planners The Cox Company 220 East High Street Charlottesville, Virginia 22902 804.295.7131 3. Parcel Information TM 91-2E County of Albemarle Deed Book 1625, Page 651 Deed Book 1590, Page 434 Deed Book 1492, Page 678, 683 Plat Deed Book 545, Page 149 Plat 4. Existing Zoning: K15, Residential (Special Use Permit: 5P-00-39) see Attached 5. Planned Land Use: Fire and Ke5cue Station, maximum:1.773 Acre 6. Building Setbacks Yard: 25' Front,15' Side, 20' Back 7. Open Space: 12.05 Acres, 87.2% 8. Maximum Building Height: 28 feet Maximum Square Footage of Building: 13672 sq. ft. Maximum Square. Footage of Public Assembly Area: 788 sq. ft. 9. Maximum number of employees: 12 10. Parking Analysis: Kequired: 16 Spaces f(max. employees / 2) + (assembly area / 75)1 Provided: 29 Standard,1 Handicapped (van accessible) 11. Impervious Surface: 58,500 square feet 1.34 Acres, 9.71% 12. Adjacent Properties: TMP 91-1, Albemarle County Service Authority DB 919 p 746, Vacant K-1 TMP 91-11, County of Albemarle DB 1280 p 603, Vacant K-1 TMP 91-2A, Tandem Friends School 061623 p 551 Plat, 1)81590 p 434, Athletic Fields, K-1 TMP 91-2D, N/F Creekmill Subdivision D131623 p 651 Plat, DB 1690 p 434, Vacant PD5C 13. Datum and Benchmark Keference A. Boundary, easements and plat data based on surveys by Thomas B. Lincoln Land Surveyor Inc. 671 Berkmar Circle, Charlottesville, Virginia, 22901; dated May 2, 2000 B All elevations based on U5G5 Datum 14. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. D. Priori to commencement of any construction within any existing public right-of-way, including corinecr,ion to any utilities in an existing road, a permit for Said construction sha11 be obtained from the County of Albemarle. This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. C. All materials and construction methods shall conform to current specifications and standards of V.D.O.T. All excavation for underground pipe installation must comply with 05HA Standards for the Construction Industry (29 CFR Part 1926). D. Fro:d:vn and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading, or other construction. G. All elopes and disturbed areas to be fertilized, seeded, and mulched. Maximum allowable fill or cut slope is 2:1. Where reasonably obtainable lesser slopes 4:1 or better are to be achieved. H. Paved, rip -rap or stabilization mat line ditch may be, required to stabilize a drainage channel when, in the opinion of the engineer, the County Engineer or his designee, it is necessary. I. Compliance with the minimum pavement width, as shown on the typical pavement/road section detail, shall be, strictly adhered to. Exceptions will not be, allowed. K. Traffic control or other regulatory signs of barricades shall be installed by the developer when, in the opinion of the County Engineer or his designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices, latest edition. 15. General Water and Sewer Conditions A. Work shall be, subject to inspection by Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of work. B. 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. C. All materials and construction shall comply with general water construction specifications as adopted by the AGSA on January 15,1995. D. Datum for all elevations shown in National Geodetic Survey. E. The contractor shall be, responsible for notifying "Miss Utility" (1-800-552-7001). F. All water and sewer pipes shall have a minimum of 10 feet of separation and 3 feet of cover measured from the top of pipe, over the centerline of pipe. This includes all fire hydrant lines, service laterals and water lines, etc. G. 20' Wide easements, centered on the pipeline and appurtenances shall be, dedicated to the Albemarle Service Authority, except where the line is in a public road right-of-way. H. 3' min. separation required between waterline and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick therma-cel pipe insulation in 3'x4' sheets as manufactured by nomaca, MG. or equal approved by albemarle county service authority. insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel. 1. Touch read meters are being used by the albemarle county service authority. to accommodate these meters, meter lids will require a 1-3/4" hole tapped into the center of the lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior to meter installation. J. All water and sewer appurtenances are to be located outside of roadside ditches. K. Certification that 95% compaction is obtained shall be, provided for all fill areas under water and sewer lines and appurtenances. This certification sha'� be, signed by a professional geologist. The certification shall state the exact area that the certification applies to. L. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 16.5tormwater Management Structure A. 5tormw5iter management for the project is to be provided by the existing stormwater management facility located below Monticello High School. This facility was designed with development of the subject property in mind, and sized accordingly. THE COX COMPANY Flannecv Grvil ErtRrtteer5 Lard3eaps ArchitZ 220 East Plyh Street Charlottesville Wlryinia 21-c le (6o4J2a3 701 GENERAL NOTES Date: Aday 7, 2001 Revioion: June 14, 2001 June 25, 2001 July 13, 2001 August 10, 2001 September 24, 2001 November20, 2001 Scale: North: Sheet Title: Genera! Notes & Critical Slope Exhibit Sheet 1.00 of 15 2 p00 .�s°s SyO ypo sI ae °° 1 1 p0 I a0 �a I I 1 t I I I 1 I 1 ' I I . I I � 1 � 1 I 2 I} T-2 & 577.520 I I � II II I � I , i I 1 I i , I i , I I BENCH I 1 MARK I I II V 3 ` i T-3 6 1 . 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A 508. i 8/ //f / / / 11, 1 4B9. 3 .I ------ i3 IPE i T 36" RCP 9I /////// //I 9. 491.5 -4-.3 11'1 508.3 t ' '"�- --------_ 1 / EDP 14F l 1 1 i '/f•�%//�///�1/i Q•2 I' 91.9 491.6' 491. f ' i ' - - " - " - 1 . h 'y , t I I . l 1 J J 508. 5 ' / / I f / 489.5 \ t''+, " _' _ I 11 // l l� f I ( 1NJL IN SDMH ! %//// // 1r 1 l ? / \ , ,' - - _ + ' I I 1 i 00.33 TOP f. / ! \ 1 491. I + '' 'f }i!I!/l 'I DMH/' 507.4 507.0E / r / If 1 / I 1 491 4 `� \, `",+ '`'\ t\ ^I ---- ', I /' - 495.3 I /I/ it I I SOP 4 �� / /////// // �/ t \ -. \ 91.4 / i \ , \ \\ \ ` r i ` ^\ ' r ' - I • III I i I I 83 p 50Q�3 l// It / / / I .4B$.7 ` \ 49 .2 ` \ \ `\\ ` l`! + .I } , r' I I.i I " : 1 )III I I�SY INV IN / 1!' i 1 ! l J P \ , 489.5 \ ' + ` \`, ` \ ` ' , i , i '',r ` ,'' , I / 491,06 / l/ (II l /� / \ \O itt ` \490.8 `\ , r \ , \ , , , , ,' END PIPE I I A 507.2 / ! s + ' � \` '. + _ 492.13 1 3 I / / 11��1 f➢EF ytA ENT 1 \ \ as . \ _ `�'` \ +\ ``\ \`\� + ` \ , \ `\ \ \ t , ` \ I. INV, OU'T RA�,•NAG / / \ .4 .\ ` / 1 99 ;/\ ,III{ 'll II I 7/ 300.�3 /1l/fffr4��tylLlj�f / \\ \ q 4'9.3/ 4 .2 / \ �`I �`` \\ ` '\ \ \\ \`\ ` `` \``\ `\` \\ �`\ \\\ \\ , 504.`2 , , , r ` `\ ,\�\ \ - - _ _ - I 1 '/ 505, 4 3 / 1 1 ! i I / r, \` %\46 7 `i I11j 11 ' 1 / ll 1 1 / I l I / l \ \ \ \ as9. s / I , `\` \ \`\ \ \\\`A. `\ `, \ \, +` '`\ \\ \----,2so-- _ / \ II III I IJiI{ p�fl/ili i/ I ^\\\ \\1 , 4 i \\ \ \ o ,', " _ °° --_ IIi III��� / 1p 1 r/I //t / \\\N o0 i \ \\ \\ ``\ \\ \` ` \ \\, \ \ ` \ O , t, t \ , 7 ,' \ ` , , _ O „-' _ I 506 1 1 I 1 \ t t , \\ `�\ + `\ \ �, \ \ \ �\ \ �,, t \\ �, , , i , , \`\`. I I 1 I 505.4 / /�Il d�, I I I I � \ 4B . 489.4 pgh \ t , t t , --5 _ t1 1 I 1 MATCH TO SHEET 2 _ -_____ • AA MONTICELLO HIGH SCHOOL TOPO GRAPHIClPHOTOGRAMMETRIC MAPPING BY: ,JAMES H. BELL, JR., P.C. P.O. BOX 430 MINERAL, VA 23117 DATE OF PHOTOGRAPHY: 03/31/00 DATE OF COMPILATION: 04/17/00 JAMES H. BELL, JR., P.C. PROJECT NO. 5011164 MINI -DASHED CONTOURS MAY NOT MEET NATIONAL MAP ACCURACY STANDARDS, Opt It b 7R B. LINCOLN IT. NO. 1326 5-)Z%v ) THOMAS B. LINCOLN LAND SURVEYOR INC. 671 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 804-974-1417 It BENCH MARK IS SURVEY CONTROL POINT T-3, A P-K NAIL SET IN CONCRETE MEDIAN OF MILL CREEK DRIVE. ELEVATION 567.78 LEGEND iF _IRON FOUND MH : MANHOLE SDMH : STORM DRAIN MANHOLE SMH : SANITARY SEWER MANHOLE WV : WATER VALVE 505.5 - FIELD VERIFIED SPOT ELEVATION 510.E : PRO T01;RAMME7"RI2 SPOT ELEVA T/oN TOPOGRAPHIC MAP OF MILL CREEK FIRE STATION SITE MILL CREEK DRIVE ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 40' DATE: CONTOUR INTERVAL: V MAY 2, 2000 USGS VERTICAL DATUM REVISIONS: NOTES: SHEET 1 OF 2 JOB#: 100-0041-00 FII_4 TMODEL NET2 \DATA9\ 100004100.PR0 Scale Reduced: 1 IF = 60' ■ ■ rm THE COX COWANY Planners Civil Enyireers Landscape Architect:; I- East High Street Charlottesville Virginia 229C2 (eV4)295 701 EXISTING NDIT-TO, ��pq U (f F.1q V1`4 O o It U(iQ h Q);? Job No.: rVcFll H OF L�c2 j F.ZSNX 0. COX, JR. Dt` s CERFIFit:A7E NO, I�e \1" 7719 .tut I10fJAI Date: May 7 2001 P eVlSlu^fl: June 26, 2001 5ca1e: North: (Reduced orh3inal1) / "= 00' - 0 Sheet Title: Exi5Ping Conditions Survey Sheet No.: 2.00 of 15 bs `_•`- _ `'-` �.\ III IIIIII I I , .0/ . MATCH TO SHEET �1 tO 41II11 \\ --- --- \ O `spO r`r, ii )1',`', ,r,' `, �' Wr,�r'1�t ,'r `, �, ' ' ,i, ,t' i ,,� , ,i ', ,i r' ' 1 it rr 'i' rr ','r ' , i,r ir r r'' r i , r' rr , , 'i ii '' r,rr rr rrrrr '' ' , r' r '' , ,r ,' r'r ! rt1 r ,r� '1 rir 'r r/I���i,i . /r' 5r:1r 3'lr� 3• -r.�- rJ.---5�--9' -0-�'r------�-'5Q-.5•-_rj-'_-; -r..-_- __- _J�_�1 -05--`_0`-_3- _6"-' -_-_'" '- - `{-s•J__.0-_-4-:_1-'---_----_---_-- _ - ---{t 50-d-:0"' � �I•.\\\ \\ \\ .` \I11Ir\\1 )` } AROpGJI) / , / / 1 I 1 II��II 1 \I I \Il \ \ \I \ I \\\\\\ \\ ~\�, `\\ _`'\„ '.\\\\\\\\\\\\\\\\\� '\\\♦`\\\ \\\\\\\\ \\\\\\\\\\\ K T-✓025 I1 02 3 504.5 41 'ii,_. Eu:1 \017 05.71 GRATE TOP'-___-_ __�_..504.95 ---------- -------- `- _ �^�•/�'. --_-'l ---- ` .\ 50 .7 INV 502.55 _ - - - .. ' . ` \ 506. 3 504. 4 / V . _` .� \ ./ 490. 3 -- ------TER_--- ------`- --- _....-...--- ,\ \ / ` ` \\\\\\\\\ 1 --_-- - ----•-----------`--- _ \ �� \ \ \ 90. 1 r .. 4 \ \ \\ \y \ \ \ 4 C3 - _ - - --� \�\ \\ 1 t 55 / 503. II11 r\\ / .� \ \\`�� \\\ \ __._-------JE 1.ir--- -- ------- --- -- - ---VARIABLE WIDTH ACS7\---- - - -/r\ I 504.4 I ( I \ // .\ �� \ \\O•\ \\\ \ ----'N-A-TERLIlJ EASEMENT - -- _ �------- ---- - ' r r--J2Q------ �N„`�,•._ /^ \ - I `• \"'\\ \ \ \ \\ \ \ 491.E 503, 3 -- -----' - - ------------- \\\\ --925'--' ---------- '____-'_--------_'"----- - ---------------- _ / / `EXIS�IING CENTRAL � \\\ \\\\\\\` 1 1 1 \ 513.`6 - TELEPHONE�COMPANY\`\ r ----- ------- _ I - - - - - - �LO:EAgEMENT. D.B. 1086 P. 31(>\ 493.3 MONTICELLO - - - -_ - . --a38- \ ` \' ` ult\\\,\\I 1 1`� \\ \ \1 \ \ \ \\\ \`\ \ I11\, �" - - i --` � �' '/ � \ \ 1\ \ `yso . ��\ i _ HIGH SCHOOL 532. 1 23. t \1\' 1,, 1\\� ! \\\\\\ \ 'III I Ili as 5 WATERLINE \ \ \ \ 11 1 \ \ \\ \\ \ \\I S.v"\-'497.1 S7 96. 9 -- -- - _. 11 FH \ \ \ 52 5 52 .4 \\\\ 1 \ I �.\\\\ �\ 351'4 W 498. 1 ` V V /%� 105� / J / 1 1 / 1 N , 524� 3 \` 1 \ `\\\\\ \\\ , 502. I \� \ `_ ��/ j // • \/ a i STUB TARGYS r `` 530 4 ) I 52712 1 \\\\- \ ` 532.221 532.2 , 53f.6 526. 41 52315\ ' 1t. \\ 1 - -- r / / L. - •_ T `• � V��^ 532, 6 50 \ \ \ \ \ \ \\ \ • 532.q 531.4( 530 529E2 \ \ j I 52a.p I \ \ \\\ \\\ \\\\'\\\\\ 5 ) \ 501• / 7 1 \ \\\\ \\ 52$ �/ \\ \ \ \ 1 \\ \\\\ \ 499.3 - - 4 . 3\ `- \ \ 538. \ ` \ \ \ 526.14 / \ \ \ \ . 500.3 \ r.^ `\ 1 \ \ \ I 497, 1 \ 531.5 \ W \ \ 1 / I 1 1 \ \\\\\\\\\\\\\\\\ 501.6 /1 .�'c]08--• \ �9.t4 1 1\ .531.E Q 529; 4 1 1 1 524. 3 / / \ \ \` \ \ \ b'\ \\�\ \\ ..3 I \ 50 . 5 ^� . 4 21 \ ) I I \ srn I f \ 1 y \ 1 i 528./0- 1 /l / l 523.5/ / / 4 1. 1 \ . \ \ .\\ \\\ \\\ I \ 0.7 .5490. \ • 500. 3 I 498. \ - 7 49 539. / / I \ N L� 1 153- \ 532 1 + 531, 4 ' 1 / I J 525.3 i / l / 5 \ . \\\ \\ \\ I \ / I\ \ Q. 1 \ \ \\ \\\ \\\ , 501..�R _ 50 .3 , 1 50, - ITS Y \ / 1 / I 1 1 / \\ \ \\ \\\\ \\ / 1 . 501.1 I 496.5 \ I d / \ \ / 53 , 4 / t 526.13 1 J \ 1 \\ \\\ \\\ 1 4 .2 \ 1 \ 1 \ \ \ 537. I 524. 4 \\ \ 497, 4 I l t / / 5 \ \\ \\ \ } 50 1 500. \ 49 50 536.6 537.16 I \\\ 4501\1.\�\` \Gt �.• 8 501/. t/1lII . 4 99.6 / 55INV I2\\ s53 3 1 4 526.11 519./ I \ \\\ \ \ \ 1\\ }l \ \ \ \ \ 5371.1 \\ (< 7N \ \ \ / I l / r 51B •'I\\\ \ \\ .\\\ 496.53, 500. 533:\5 ( / \\\\ \\ a\q65 �1 499.3 I 1 ! 49 *• \\ \\ \ \ / r / I 1 \ \ I I ) \ \ \ I / • 523.7I I / r r \ \`q\,\\\ \ VT SDMH� � 500. O t7 / 6.9 \ \ \ \ 491.7 53,7 O` \ \\\19\6V 3 \ TOP t \ 0.3 1 \\\\ \ \ \ 500.8 / r 53$. 3 \ 532.4 531. 6' \ \ / / / / 517. 4' r \ \ \ \ \\\ \\� \ 1 \ \ 1 \ \ / 1 ( l / I \ \\ 499.5 499.3 500. / / 49 4 \ r � I / / I .� �• \� \ \ \\\ , BRA\TE 1 A / p 1 I I 630. / / l / / / / 1 \ 5 \ \ \ 6 499.3 J99. 3 / / • 4`•� \ \ t / / / \\\ \ 535.A/ I I I 1 / _ / ! I 1 / / I t 1 �\ \� \ 9.3\ \ ' / / "�✓ )\ 5 / ' / i 517. 5 / ^.\\ \ \ \ \\ \ 1 r / 496. = / 495.5 / 1 ` \ . 490.3 527.1/ I / / I I / \ \ \\ \ r / r ' / 49a/ \ / / / \\\ 1 \ \ I • / / / / / / / \ \ \ \\ \\ \ �\ g ,A/�_ .6 .9 � \ \ \\ \ \ \ �49 < \ 495. 3 532 9 I ! •' r / / \ \ \ \ \ \ 4 497.3 496. • 8 5d3.4 t I 1 ' 1 / / / r / A=/S0S/197,21/.581,1' 7T/8g2,45' ` \\\ \ 4 533.6 iQ12,0�' 9/6 4--7~(s�LTA: t06°09'46" �-'D / r . / A%2,4 b \ -\ �\\\\ /0 � \ 49.�� 49. I ��~••��� ����_• '`` � / -/ --- __ l _/ it // -.-' I I / / / / / / I / / \\ l l \\ - - - ' / / / / / t / 1 / / / / ( / / / ! ' ' r / / / / / /-! _ C \ �\ \\ \ 0 A 497.7 \ { a94. 433.3 ` ��`\ �• . \\ � �\� c `r- - _ 4;469 1 J / / / / I l / , r \\\ \ �� ` / / , / / / / / / / / / / ' / / / r- \ \ . ry ` � F.n,,,„,J l � � \� ��, � •� ( l � 7 9` ^_- - / / \PV/ INV IN ��� (� . `` ���� 472.3 / ! / l / / 1 I I ! / _ \\ \ \\ \ _'-C�F}--- /' // / // / / / / / J / � r _ ._ Y / ) \ \ A89.91 \ -'�-_ \'\ , 492.xt. ` �, .` \��� \\�� � � \ �� i�,••/'�`•. 472.1 SDM• TOP Dt5$j 497.'3 INV OUT 72� A i. �\. 71 489. / / - - /' - r / / / / / / / �• \ - _ I 496. 7 \ / INV IN �j'� \ - I 487.12 \ 494.E ` ` 4 r / / , / 1 \ .% \ _ _ - _ r ' .-•/ r r / 1 I / / / / / , / / / / / i, 1 \. 5 96. 5, �\ INV IN INV 482.02 O - - / /'' / / / ' / / / 1 \ 1 I � �2 "� / - � � -' _ _ _ � r ' / 1 \ \ / / / / / / I l / I \ � / � / 492, t �- •� \` ...�� _ - / : [tIl 96.2 9 - p - ! 497r . 493.`b`\\ � �`�\ \ \ �. \'����� �_� i /i r ri /r _ �- �' �` 49Y,�1--_- / 493. I ` �� - `�/- - KIMCO, i.C. / / / - - - - _ - •--_ I / / / \ \ / / / / 1 , ,� ,� `2 \ \ "•���. 1{ . 4 497.6 a889 496.4 ,� 'D.B. 1280 P. 6Qa / / ! f I (` _ - _ ''- - / / / / 1 ) ! % { j / / // / / l , 43 3 / / \T = K�"� � 4a$.2 - !�• ` ` \ , 498.4 1 \ \\� d / r %` 1 l / / �`� �< \ ` fw \ \ \ / �\'\\\ r /� r / / / / / / r r / - - - - - - - - -- - - - - - - - r h / r '' r / / (fj / / / / !(•3 / l / l K_ / r -�}�.�, ` 4_Q�. 1 4199. / r ' r / / / / - ... - __ /� / ' r / / / / / / / , /»:' r=%• 1 r 85 90 �003� \ 496. 490.IA \ ( ���� �� _ - - .--'�' ' % • i ' % i 5 \ 6.1. F,S� �� \ 50/~- ' > 496. •�' _ ` _� / / / / / / / - r r r ' / '/ r / ' / / / / / / r r r s t I 1 M , 503.-U` \\ �1/ _=l\\ / \ RA6236 \ P-`�\�\'\•�\;\�\ 1 49\, 7.41 \ .\ I 50 _ �\ ; 1 ,1 i \\\1489\S_ 8� 3 0.01 (PLAN) ` 5. 1 I r r 1 \\ O \ I)I�• 26"PERPANENY IF\\\\ V \\Q 1\ 68 33'46"E DRAINAGE / \\� \0 49a.4 \ / / - I - ` \\ 5 \ \ s 1 .503: 1�49_'13'- /FA-SEME91i r _ r / / J '� i-�./ ."�• _ 500.4 \ \ \ \\ \ \\�..- .��/490.4 490.3 / / r t • �\ \ \� 1 \ \ \ \ I -- - / " ' - r r / r / / r / / ' r r .� /• _`. TJ, _ - r �- - -- \ 10 q - - 1 \ \\\ \ 1 \ TARGA3 ACSA SANITARY/ / / ' _ r _ o �a"W. . 500.4 \\ \ \ �4 / \' \ \\ - _ _-•i - - - - J r� __ _' .' ` \ \� 1 r SEWER EASEMENT/ / r - -- /-- - - of 501.5 501.1 \ \ \ \\\�49( \§ \\ \\ \ 3 IO2.60 1007 D.B. 1817 P. 19 / / . go,?, 5 \ \ \ , 49�.'5\\ \ \ - / 1 `_---_ _ _ _ "-_ / ~ `�-%"'�' --1-• _~� \\ Y''1Ci0//` / / / 502. 4 \\\\\ \ \ / r - - Q50850B. 6' � �- / / / . � / � - _ _ _ . 502.2 � , 501.2 ` \ .500 \ 1 \ \ \` __ _ ! - -- :••_� .�/ - T 501.$ r / / - `50j.- 501.5 5 \ \ \ TARG#4 / ` ` 502.3 5i01.5 \ _-_- ^- _ =- _ 5 504.7 \ 503.4 \ \ \ \ 501.3 r'"' 0 .5 \ ( / r r r / // �-` �` - 503.4 � ` - \ _ - SOL5 504.4 � \ , 501.1?/r 01.5 501.5 503. i ' / / / / 5o5. 4 �'� \ 503.4 602. e `` \ \ \ I - _ - � \ 504, 3 ` \ \ \ \ 1 I r 502.4 // 505.4 \ 502.3 \ r IF I l I } \\ 1 502.5 /- I1 \ \ � \\ ( \ \ �• \ �� 504.-1 . 503.\a 502.3 506.5 . 50 4 \ 506.3 � \ � � , 505. 4 � 504.5 .507.4 \ \ 506.3 505.5 \ O Op 507.5 PF� l r / - . \�\ ' \ TOPOGRAIPHIC/PHOTOGRAMMETRIC MAPPING BY: \ \ \ \ I l rl(r I �Sfi7,� \ \ \ 8 2/ / 508.6 \ \ 507.E \ P.O.JAMB H. BELL, JR.• P.C. P.O. BOX 430 155 r \ 501.3 506.3 \ \ MINERAL, 'VA 23117 111iI11 r / 512.3 \ \ \ l i 508,5 DATE OF PHOTOGRAPHY: 03/31/00 _.. DATE OF COMPILATION: 04/17/00 \ - �509. ` \ ,I�\\ \ , 13.6 \ JAMES H. BELL, JR., P.C. PROJECT NO, 5011164 509.3 , 509.z' \ \\ �` - \ \ _\ MINI-DASHIED CONTOURS NATIONAL MAP ACCURACY STANDARDS. MAY NOT MEET \ `� �18-' \ 1 /�\1 TMP 91-2A \ ) I TANDEM FRIENDS SCHOOL D 8 t$23 P 651 PLAT D.8, 1590 P. 434 OI%W8. LINCOLN CERT.. NO. 1326 sj21� THOMAS B. LINCOLN LAND SURVEYOR INC. 671 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 804-974-1417 BENCH MARK IS SURVEY CONTROL POINT T.3, A P-K NAIL SET IN CONCRETE MEDIAN OF MILL CREEK DRIVE. ELEVATION 567.78 ^cpo LEGEND IF = IRON FOUND MHz MANHOLE SDMH : STORM DRAIN MANHOLE SMH = SANITARY SEWER MANHOLE WV : WATER VALVE 505.5 = FIELD VERIFIED SPOT ELEVATION TOPOGRAPHIC MAP OF MILL CREEK FIRE STATION SITE MILL CREEK DRIVE ALBEMARLE COUNTY, VIRGINIA DATE: CONTOUR INTERVAL: V SCALE: 1" : 40' MAY 2, 2000 USGS VERTICAL DATUM REVISIONS: NOTES: SHEET 2 OF 2 JOB#: 100-0041-60 FILE# TMODEL NET2 \DATA9\ 100004100.PRO Scale Reduced: 1 if = 60 Ar If ■�% L`- -fHE COX COMPANY Planners Civil Englneer, CatrdScape Arctrltect� 220 East Nigh Street Charlctu5vlde %irglrla 229CZ (eC4)295 701 EXISTING INDITIO Job No.: 2 FRANK D, COX, )R. � CEKRFIC,ATE NO. 7719 xu CONAL Date: May 7, 2001 it eV1510Y1: June 25,2001 6cale: North: (Reduced Original !) :sheet Title: Existing Conditions 6url/ey Sheet No.: 2.10 of 15 7 __T ....... .. .. I... ........ . x j I —If I 1, X < tP Ii x v IX -V I�WATERMAV STARTIN0149R� RELOCATE HOOL UP THE HILL 'MG NTICEL� HIGH SC CO3NT(NNq T4.10)- EE S4 SEE S S x IP TAPP/ v 7AP . ....... 7AP- _" _ I P GA (BY OTHER CON COORNNATE I45 I---------- x x �s DI, x .......... x 1"�TOCKPILF,A REA 'it). (SE� Icr- I_bQ5DINATE LI 'GONDUIT (BY OTHER,§).,, A M-ED L�NE8 DENQ i UKLZ '§ 'bRBAN-POAD SECT16 (9 r x s Q ....... ....... ...... ...... �D �o I(D CATED T USE) N U A F RT RbAOE&I NT TO I fr. T x flyPA�,160 STRUCT7 E r < I'-20'(:WL EA60 AEN� x (D�MCATED,TOAGS.Aj �o x x Z_ R E \20'§TO 'M " ASE�MQNT c x �(DEQICATEO TO'%PUBLIC'(JSE EW- IIVER 4 x < I</ '267. 51 I�RL E 8",8FV r I9. EXIS ING 20' 51 38 VE V'C 519 COX 6' Z)y 20'�S EASEM�ENT T DIP DEDIC�TED TO ACSA) v/ -A P�l ING x ev, I.(SE�, S�IEE 10� > I(5 �EASEMENT 8 I ORI` .,(DEDICATED TO PUKIC SHAEL IIsL,bPEs N( I)T BE L STEEPER N 1 LEGEND: IUR BOA BLOW-OFFASSEMBLY ASHE6 CQkTO " S -'REPRESE�t FU-tURF FORPROP0,5ED FH FIRE HYDRANT J'u G)9ADING - ------ -- SS SANITARY SEWER 5 TIC TELEPHONE CABLE co CLEAN -OUT MH MANHOLE GV GATE VALVE �13 BFV B U TTERFL Y VALVE WL WA TERL INE NTY ALBgMARLE COV ARCH. ARCHITECTURAL SER 4EE qHEET 4.`1 0 FOR �VA EqLINE' V16E AUT40RITY TMP,91-1 �,o DIP DUCTILE IRON PIPE IPLANAND, 0 SW SIDEWALK PR; FILI E �G TC E TURAL F,'OqCONCRETE TOP OF CURB E A S 9TROC i-A, IL T AP�A TUS BA Y IRDL PVC ROOF DRAIN LEADER LIM17' 0 OETA S OF ROAD PL PROPERTYLINE TANDEM FRIENDS SCHOOL f QONSTRU��TIO RbL, �_O HA VE A MIN110UA4 OF 25%,1 01 CL CENTERLINE SEE PLUMOING DF?AW1)VGS/ TMP 91-2A IIkOPEI' FqR RbL, S� 60NNEbTIQN4� 1;1 4x el-- e, NOTES: IT el UEL �Ne Wff� A x EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHICH -E ARPH, x CONC FAP &,W LL D(ETAIV EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE FULL 20"WL EA�EMFIN ll� x 4 CUTOFF L UMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO AGSA) IDIqAT f TO REFLECT LIGHT A WAY FROM ADJOINING RESIDENTIAL v e, DISTRICTS AND A WA Y FROM ADJACENT ROADS -TE D ONCOE U61P�TE13 PAD 1TH`BL'OdK _R THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES WALLDETAIL)' I(SEEARdHIFO x ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR y RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED x ONE-HALF (112) FOOT CANDLE 6,��,piTY OF ALBEMARLt ITMP91 x ALL SIGNS WILL"REQUIRE SEPARATE PERMITS UNDER 4.15 OF THE ZONING ORDINANCE x , I., ISHADED AREA DENQ LES WHEN THE PROPERTY TO THE FAST IS DEVELOPED, THE SIDEWALKALONG THE PUBLIC DR VIEWA Y SHALL BE FUTU IRE ROAD VIA EXTENDED TO THAT PROPERTY, AND AN ADDITIONAL ,3 SIDEWALK, CONNECTING THE FUTURE BUILDING TO THE CONCEPTUAL EXTENTION FIRE AND RESCUE STATION S14ALL BE PROVIDED. F FUTURE ROADWAY x - - - -------- 36 ME COX COMPA NY Planner.4 GWEnqineerv, Latldswgpe Architecta 220 Ev_�t 141gh Ot4�t 22-96V (004)29:5 701 SITE PIAN ce ct F% 'A 1-719 1 ONAL Irl Date: Ma y 7 20(91 Revioioti: June f4, 2001 June. 25, 2001 Ju/y 13, To-o/ Auyuoi" OF2001 5eptetn,�er27 2001 Octo,ber t 2001 Novotnbwr20,2001 Scale: North: Ill= 30, �/11% 5heet Title: Site Plan 5hect; No.: 3.00 of 15 .0 THE COX COMPANY Planrrera CivilErryineers i11,21,pe Llhirzccs 220 East Nlyh Street awrlotte,wile Virginia 225-Ce (004)235 701 UTILITY & LAYOUT PLAN Job No.: 00-60 CEI:TIFICATEN . 0 M9 v Date: May 7, 2001 Revision: June 14, 2001 June 25, 2001 July 9, 2001 Auguot to 2001 September 27, 2001 October 1, 2001 November 20, 2001 Scale: North: 1"= 30' Sheet Title: Utility & Layout Plan Sheet No.: 4,00 of 15 P•-D g 3 •� / `>!' i THE COX COMPANY Planners Cl Engineers Lanci5ca�e Archiiect5 220 cast Hiah 5treet Charlottesi?lle Wryinia 223G—k' (E04)2357L31 WATERLINE PLAN & PROFILE Q) CERTIFICATE NO 7713 ry SSI�NAI Date: August 24, 2001 ReV1510Y1: September 24 2001 November 16, 2001 November20, 2001 Scale: North: Horz.: 1" = 50' Vat.: 1"= 5' 0 Sheet Title: ;Waterline Plan & Profile Sheet No.: 4.10 of 15 3L Aft J THE COX COMPANY Planner4 Civil Engineers Land, -cape Archinects 220 East Nigh 5treet CharlotteSK,le Wryinla 22902 (604)295 701 PROFILE Date: May 7 2001 Revision: June 14, 2001 June 25, 2001 July 11, 2001 August 10, 2001 August 27 2001 September 27 2001 Scale: North: Horz,: 1" = 50' (f Vert.: 1" = 5' �f Sheet Title: Plan & Profile Middle achcol goad Sheet No.: 5.00 of 15 IF Y—MZ ia 1"HE COX COMPANY Planners C I Enyltreers landscape Arcnrizcts 220 cast Hlyh Street Charlottesville >cryir a 22902 (204)295 7431 PLAN & PROFILE 3) Job No.: 00-00 H OF J NK 0 COX, JF CERTIFICATE No. i� 7719 ry 0 SS/ONAI Date: August 10, 2001 Revision: Scale: North: Horz.: 1"= 50' Vert.: 1" = 5' Sheet title: ,flan & "roPile Prrvvte Orlve Sheet No.: 5.10 of 15 Job No.: 00-00 H OF J NK 0 COX, JF CERTIFICATE No. i� 7719 ry 0 SS/ONAI Date: August 10, 2001 Revision: Scale: North: Horz.: 1"= 50' Vert.: 1" = 5' Sheet title: ,flan & "roPile Prrvvte Orlve Sheet No.: 5.10 of 15 r- m c� U1 Cil c� m z n Q Station 1Vum ber 11 The Co un ter of Albemarle Virginia ti N c� iv ovti �-3 No Om m u-i n a ,a 525 520 515 510 . . ........ .... ...... . . . . .. ....... . ...... ........ 1. > (D .... .. ........... . .. . ...... ..... ..... ........ . ... . .... .... .... . 505 .... ..... ..... .... .. ....... 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C_MrMp"�`_ CERrIFICA TE MO. k, 7719 0 IN A 9 Date: August IL 0,2001 Revision: ,September 16, 2001 October 1 2001 Scale: North: Horz.: I"= 50' vett.: I"= 5' Sheet Title: ,Sanitary Sewer Profiles Sheet No.: 700 of 15 ?-0 % - 3. 0, T I01 ... . .. ... ..... 0 51 i'. t ... ... ........ .... .... .... .. ....... .... ....... ... r . ...... ...... t_J M04TICELL0 HIGH SCHOOL % J f V ............ j iW ...... . ...... . ..... q f f 't N, Y�� f f V J I f/ X X1 ex' ................. ... . ... X. ......... ...... ....... .. .... ol -z X� ti. �J 5 EPERTHAPkV )5E REPReSEN FUtURIF, L�- WILL HE: DEV ,K.QPEI) 'I 1FRqM 1�fSSI�RV10�.AUTHOHIFYI 11j, "pl)SARYICE A TMP 51-1 FAS DRii INA G E A RIE_ U, i 901�1' 1�1 41 CL ;1e "V r Q V V` 117 .777 _. 7 J_ Iq <7 % 91 51 19 tit % El 519 zx;lz .2 iNn % 11Z 5A K, 0 V ILI TANDEM FRIENDS SCHOOL TMP 91-2A Al Y 0 40 W 'ZI; - q C TY J DUN OFA�UEUARL� TMP 9 -11 Ile xlt % ly > % 61 �k �6 A 4� Short Version BMP Computations For Worksheets 2 - 6 Alberriarle County Water Protection Ordinance: Modified Simple Method Plan: Monticello Fire & Rescue Station No. 11 Water Resources Area: Development Area Preparer Edo Woolley Date: 1 O-Aug-01 Project Drainage Area Designation Site (East) L storm pollutant export in pounds, L = [P(Pj)RV12 J C(A)2.72 J Rv mean runoff coefficient, Rv= 0.05 + 0.009(l) Pi small storm correction factor, 0.9 1 percent impeNousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A I T3-8- 3-1 C pollutant concentration, mg1l or ppm target phosphorus f factor applied to RR V required treatment w1ume in cy, 0.5" owr imperv. area = A(l)43560(0.5/12Y27 RR required removal , L(post) - f x L(pre) %RR remowl efficiency , RR100/L(post) Impervious Cover Computation (values in feet & square feet) Item p�re-development Area post -development---- Area Roads Length Wdth subtotal Lengt i Width subtotal 50 1800 36 175 26 4550 0 0 0 200 19 3800 0 300 28 8400 01 1800 1��-18 3330 20080 Driwways Length Width no. subtotal Length Width no. subtotal and valks 0 0 01 0 8201 41 11 3280 �0 0 0 0 70 451 11 3150 -1- 0 0 9805 751 451 11 3375 Parking Lots 1 2 3 4 1 2 3 4 F_ 0 7750 16201 48WI 1336F-O Grawl areas Area 3700 Area 1 13901 x 0.70 2590 0.70 2695 1 24601x Structures Area no. subtotal Area no. subtotal 01 01 0 13672 -1 13672 + 0 0 0 0 0 0 13672 Actively -grazed pasture & Area Area yards and cultivated turf [777--70 x 0.08 = 0 F_____01x 0.08 0 Actiw crop land Area --]x Area 0.25 = 0 F------]xO.25 0 Other Impervious Areas 0 4500 Impervious Cover 1% 10% Rv(post) V I(pre) I (post) New Deve I opm e n t (For De ve lopm e n t Area s, exi sti n g i m pe rvi ou s cover <= 20%) C f I (pre)* Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 1.00 20% 0.23 19.52 11.66 -7.86 -67% Dewlopment Area 0.35 1.00 00/0 0.06 2.40 5.83 3.43 59% Drin-ki-mg ater Watersheds 0.40 1-00 1 % 0.06 2.86 6.67 3.80 57% Other Rural Land min. \,alues Redevelopment (For Development AreasI existing impervious cover > 200/4 C f I (pre)* Rv(pre) L(pre) L(post) RR _% RR Area Type 0.70 0.90 20% 0.23 19.52 11.66 -5.90 w1opment Area 0.35 0.85 0% 0.06 5.83 3.79-- 65% Drinking WaterV �atershe�ds� 0.40 6.67 64% Other Rural La _J Inte Manual, Page 70 rev. 16 Feb 1 M GEB I STORMWATER MANAGEMENT The runoff from the site will be captured by existing natural swales and storm drainage that will transport the stormwater across Mill Creek Drive. Once on the other side, the water will be detained by the existing stormwater management facility that was designed to handle all increases due to full development of the Albemarle County properties. Erosion control stone placed at the end of all new storm sewer outfalls will protect the channels and decrease the flow velocity. MILL gait Jh THE COX COMPA N Y 1`1.wwor-4 Civil Eriqt'neer,, Lirdgcape A rc h-ite, V-6 220 Ezigt Plah Stree� Chz?r10rt,,_,;Y!11,, Viryinis 22900 (004)290� 701 BMP STORM WATER Q) 0 -JJ 0 Q;5 Q) Jol;; No.: 00-(00 1 -�H OF FRA NK 0 COX 9 CERTIFICA - . M, 9 ONAL Pate: Auyuot 10, 2001 F�evi6ion: Auguot; 29,2001 5cale: North: 60, Sheet; Title: Omp 3torrnwat;er mgn,51yemen t Sheet No.: 0.00 of 15 MILL gait Jh THE COX COMPA N Y 1`1.wwor-4 Civil Eriqt'neer,, Lirdgcape A rc h-ite, V-6 220 Ezigt Plah Stree� Chz?r10rt,,_,;Y!11,, Viryinis 22900 (004)290� 701 BMP STORM WATER Q) 0 -JJ 0 Q;5 Q) Jol;; No.: 00-(00 1 -�H OF FRA NK 0 COX 9 CERTIFICA - . M, 9 ONAL Pate: Auyuot 10, 2001 F�evi6ion: Auguot; 29,2001 5cale: North: 60, Sheet; Title: Omp 3torrnwat;er mgn,51yemen t Sheet No.: 0.00 of 15 EROSION AND SEDIMENT CONTROL NARRATIVE Monticello Fire and Rescue: Station No. 11 Erosion and Sediment Control Plan The County of Albemarle, Virginia PROJECT DESCRIPTION The scope of this E&S narrative and plan is for the purpose of developing soil in preparation for the Monticello Fire and Rescue Station, and associated: access roads, parking facilities, utilities, and landscaping. A total of approximately 4.72 acres will be disturbed during construction. EXISTING SITE CONDITIONS The topographic and built improvements existing on the subject property are depicted on the accompanying E&S plan, site plan, utility plan & profiles, and the general notes sheet. ADJACENT AREAS The site is bordered on the northeast face by Mill Creek Drive. Monticello High School resides on the opposite side of the road. The Eastern face of the property is adjacent to an athletic field within the Tandem Friends School property. A portion of the sanitary sewer line will run along its border, and tie into an existing manhole that is 90 feet into their property. The County of Albemarle also owns the southeastern boundary to the property. A portion of the grading associated with the project will occur upon the County property known as TMP 91-11. The Albemarle County Service Authority presently owns the southwest boundary to the site. At this time, the ACSA will not be disturbed by this project. The western border to the property is part of the Creekmill Subdivision. This property will not be affected by the proposed project. OFF -SITE AREAS With the exception of the 90-foot tie-in to the existing sanitary sewer manhole on the tandem School property, all land disturbing activities shall occur on Albemarle County properties and within the limits of project shown on the plans. At this point, no off -site borrow, waste or grading activity will occur. SOILS This site is located in a geologic area referred to as the Piedmont Physiographic Province. The soils in this geologic area are weathered from the underlying metamorphic bedrock. The naturally occurring soils at this site were found to be moderately to highly plastic silts weathered from the Catoctin formation which consists of .basic lava flows, schist, and gneiss, composed of chlorite, plagioclase, amphiobolle, and epidote. The soils observed here appear to be weathered from metamorphosed sedimentary soils such as phyllite and schist. The map units on the detailed soil map depicted on this Erosion and Sediment Control Plan Narrative, represent the soils in the survey area. The map unit descriptions, along with the soil maps, can be used to determine the suitability and potential of a soil for specific uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They also can be used to plan for the management needed for those uses. The profile of the soil classifications follows: Myersville Silt Loam (58C): This deep, moderately steep (7-15%), well drained soil is on narrow, weakly convex ridge tops. Typically, the surface layer of this soil is dark brown and brown silt loam about seven (7) inches thick. The subsoil is mostly yellowish red silty clay loam about twenty-nine (29) inches thick. The substratum is red, yellow, brown and black shades of mostly weathered green stone to a depth of sixty-five (65) inches, that crushes to silt loam. Permeability is moderate, and available water capacity is moderate. Surface runoff is medium with moderate erosion hazard. Subsoil has law shrink -swell potential. Bedrock is generally at a depth of more that five (5) feet. Orange Silt Loam (6313): This deep, gently sloping (2-7%), somewhat poorly to moderately well drained soil is on broad, weakly convex ridge tops. Typically, the surface layer of this soil is dark yellowish brown silt loam about nine (9) inches thick. The subsoil is mostly yellowish brown silty clay loam about thirty-three (33) inches thick. The substratum is multicolored brown, gray and yellow loam to a depth of fifty-five (55) inches. Permeability is slow, and available water capacity is moderate. Surface runoff is medium with moderate erosion hazard. Subsoil has high shrink -swell potential. Bedrock is generally at a depth of fifty-five (55) inches. Rabun Clay (72C3): This deep, strongly sloping (7-15%) soil is well drained soil on narrow convex ridge tops and on narrow convex side slopes. Typically, the surface layer is dark red clay loam about four (4) inches thick. The subsoil is mostly dark red clay about thirty-six (36) inches thick. The substratum below a depth of sixty (60) inches is mostly red silty clay loam. Permeability is moderate, and available water capacity is moderate. Surface runoff is rapid. The hazard of erosion is�severe. The subsoil has low shrink -swell potential. Depth to bedrock is generally greater than five (5) feet. CRITICAL AREAS There are very few critical areas on the site. These include manmade slopes greater than 4:1. These slopes were created by the construction of Mill Creek Drive, in the form of cut slopes and spoils stockpiles. EROSION AND SEDIMENT CONTROL MEASURES The contractor shall provide, construct and maintain erosion and sediment control measures on the site, in accordance with the Virginia Department of Transportation and the County of Albemarle erosion and sediment control measures (refer to the Erosion and Sediment Control Plan sheet). All vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas that may not be at final grade but will remain dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. Soil stabilization refers to measures that protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the early application of gravel base on areas to be stone. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of use. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land - disturbing activity and be made functional before up slope land disturbance takes place. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. The following structural practices will be implemented according to the requirements set forth by the Virginia Erosion and Sediment Control. a). Safety Fence (3.01) A protective barrier consisting of polyethylene web secured to a conventional metal post driven into the ground a minimum of 18' inches. Posts should be spaced at 6-foot centers. Used to prevent undesirable use of an erosion control measure by the public. To prevent access to an erosion control measure. Specific Application: Safety fence will be used at areas where pedestrians may come into contact with the planned work. b1, Paved Wash rack Construction Entrance (3.02) A seventy (70) foot paved section shall be installed at the point of vehicular ingress and egress on the construction site. This paved area shall be used for washing sediment from vehicles exiting the site. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as larger land disturbing activities. Specific Application A construction entrance shall be placed adjacent to Mill Creek Drive on the northern border of the property cZ Construction Road Stabilization (3.03) Temporary stabilization with stone of access roads, subdivision streets, parking areas and other traffic areas immediately after grading to reduce erosion caused by vehicles during wet weather, and to prevent having to regrade permanent roadbeds between initial grading and final stabilization. Specific Application: Construction road stabilization shall be applied in areas which require stabilization after preliminary and fine grading. These areas include but may not be limited to the travelways. dh Silt Fence 3.05 A temporary sediment barrier consisting of synthetic filter fabric stretched across and attached to supporting posts and entrenched. Used to prevent sediment from leaving the site. To decrease the velocity of sheet flows. Specific Application: Silt fence will be used at the foot of the cut / fill slopes. Inlet Protection (3.07) A temporary sediment filter around a storm inlet or curb inlet, in order to prevent sediment from entering storm drainage systems prior to permanent stabilization of the disturbed area. Specific Application: Inlet protection will be used around all storm drainage inlets and curb inlets. fL Temporary Sediment Trap (3.13) A temporary ponding area formed by constructing an earthen embankment with a stone outlet. It is used to detain sediment -laden runoff from drainage areas less than three acres for enough time to allow most of the sediment solids to settle out. It can be constructed only where there is sufficient space and appropriate topography. Maximum effective life is 18 months. Specific Application: Sediment traps will be used to detain runoff on the site at the foot of the fill and cut slopes. gL Outlet Protection (3.18) Structurally lined aprons or other acceptable energy dissipating devices placed at the outlets of pipes or paved channel sections. To prevent scour at stormwater outlets and minimize downstream erosion. Specific Application: This form of protection shall be performed on all stormwater outlets by using riprap. See site plan for locations, Surface Roughening (3.29) This erosion and sedimentation control measure involves creating horizontal depressions on slopes or leaving slopes in a roughened condition by not fine -grading them. This is done to aid in the establishment of vegetative cover or seed, to reduce runoff velocity and increase infiltration, and to reduce erosion and provide for sediment trapping. Specific Application: This form of protection shall be performed on all slopes 3:1 or greater as shown on the accompanying E&S Plan. Slopes less steep than 3:1 should have the soil lightly roughened and loose to a depth of 2-4" prior to seeding. D. Temporary Seeding (3.31) The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. This protects slopes exposed during construction until permanent vegetative cover can be established. Temporary seeding will apply to all areas on the site that will not be brought to final grade for periods of thirty (30) days to one year. Selection of the appropriate seed mixture depends upon the time of year it is to be applied (See schedule on E&S details sheet.) Specific Application: Temporary seeding shall be applied to all denuded areas prior to permanent stabilization in the form of either hardscape or permanent seeding. Temporary seeding shall be used on all fill slopes and diversions. D. Permanent Seeding (3.32) Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. Specific Application: Permanent seeding will be applied to all portions of disturbed area. k, Soil stabilization Blankets & Matting (3.36) Stabilizing disturbed areas of a steep slope, channel, or a shoreline by applying protective covering on a prepared area. The matting will protect the young vegetation and promote its establishment while increasing the permissible velocity of turf grass stands. j)ecificApplication: Where the concentrated flow cross disturbed soils. h., Dust Control (3.39) Reducing surface air movement of dust during land disturbances, demolition or construction activities in areas subject to dust problems in order to prevent soil loss and reduce the presence of potentially harmful airborne substance. Specific Application: Dust control shall be applied as necessary if time requires. PERMANENT STABILIZATION All areas disturbed by construction will be stabilized with permanent seeding immediately following finish grading. All seeds will be approved by the "Virginia Crop Improvement Association," Blacksburg Virginia. Seeding will be done with the following: Two (2) parts Kentucky Bluegrass (Poa pratensis), by weight; minimum 98% purity and 90% germination; maximum 1 % weed seed. Three (3) parts perennial Ryegrass (Labium perrene) by weight, minimum 85% purity and 90% germination; maximum 1 % weed seed. Fifteen (15) parts Falcon Fescue; minimum 98% purity and 90% germination; maximum 1 %. weed seed. Permanently seeded tireas shall be protected during establishment. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Hay or chopped cornstalks will not be permitted. Mulch and/or lime shall be applied at a rate of two (2) tons per acre. Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; relcommended for grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: a)I Nitrogen 12.0 % b)I Phosphoric Acid 8.0 % c)I Soluble Potash 8.0% With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. The following measures shall be incorporated during fertilization: Apply fertilizer at a rate of 1000 lbs./acre. Apply after smooth raking of topsoil. Do not apply fertilizer at same time or with same machine as will be used to apply seed. Till fertilizer into upper two (2) inches of topsoil. Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in the dissipation of fertilizer. The following rates and practices will be adhered to for all seeding that occurs on -site: Apply seed a rate of 6-Ibs,/1000 sq. ft. evenly at right angles with a spreader or seeding machine. Rake in lightly, covering seed to depth of 1/8 inch. Do not seed area in excess of that which can be mulched on same day. Do not sow immediately following rain, when ground is too dry, or during windy periods. Roll seeded area with roller not exceeding 112 lbs. Immediately following seeding and compacting apply mulch to a thickness of one (1) inch. Maintain clear of shrubs and trees. Apply water with a fine spray immediately after each area has been mulched. Saturate to -six (6) inches of soil. MAINTENANCE All erosion and sediment control measures must be maintained and repaired immediately to insure continued performance of their intended functions as stated in the Virginia Erosion & Sediment Control Handbook, Third Edition 1992. In general, all erosion and sediment control measures will be checked weekly and after each runoff - producing rainfall event. All seeded and sodded areas will be checked regularly to ensure that a good stand is maintained. Areas will be fertilized, reseeded and resodded as needed. DISPOSITION OF TEMPORARY MEASURES All temporary erosion and sediment control measures, including the temporary sediment basins, shall be removed within 30 days after final site stabilization is achieved or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. STORMWATER MANAGEMENT The runoff from the site will be captured by existing natural swales and storm drainage that will transport the stormwater across Mill Creek Drive. Once on the other side, the water will be detained by the existing stormwater management facility that was designed to handle all increases due to full development of the Albemarle County properties. Erosion control stone placed at the end of all new storm sewer outfalls will protect the channels and decrease the flow velocity. a Soils Map Soils Key Not to Scale 58C Myersville Silt Loam 63B Orange Silt Loam 72133 Rabun Loam —w A THE COX COMPANY Planners Civil Errgineers i,ardscape r�rchitccis 220 East 1:1yh Street Charlottesvlle Ylrjinia 22902 (804)295 7431 E&S NARRATIVE Q) a? 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" ; J i . ` , �` I I �, �, 1:� ell . x I \ _��,_ - " , _� 1 7 1�5 " � , i 1-51 _\�,_;_,"�, � -, "", - 11 `1 I` I I I - - - - - - ��l 5�,� IS44 //�, / - / f '� \ 1. , 11. . t 11Z � . " *# * I", \ � 4" I � y � 1 I . I ,� I 1, 11 I 1� .�� I \ . , \ , SLOPE DRAIN . , � I � 4, . i F - <� 4 i V I � 4 ..' / / ) i - . 00 , \ "I , � (tF � I , � I .1 1.1 (�� /,,' / IV ,- / I I 1. \ . , � I k . 1, q\ I � ". I � x 1. It '000 ,01 'k CLEARING t . . -, ,Z-� , " -�,,i, I 1. I . ,, 411 / , / / I � % k, .. � � 11. 11 I . I i 1 ,;-�; I 11 .1 " /11 �. '.I . t L S I ,� I I I . / I ey ', �, � . � .. I . i I t 11 .. 11 , 'I 11 F I .? : I � ..,' . / / �, e? I I , " "o 1*1 �. \ `\ � 11 11 \ � 1� % 1. � I I 11 I � Q ',.,I - / f I , /,�, " ./, 11 Is . I '% i i I ---, � k � i , _.- . _,", I k I 11 � i , . f , - . / � v I I -1 \s - � i ! �, � / I .), k, , I I , i I j - I I � .-. t I . I I .1 I . m � " � .1 �-, a - 'k t I : 4+ ( I i ., / / " 1! ".., - - / /11 \ " 11 I i I t I / / if / `/ / 11 11 I k . 11 i 's %* +,.�, �: / I � I 11 11 f 1� . A , I 1, � (�� TEMPORARY DIVERSION DYKE 11,�, �,,',, t I '� % t \ � I � 'L : I I I i � I . '.1 �, I I � I � � ; I I f f / 9 , 1� , \ '�, 0 I . I � - 11 11 V 'L f / I 1��' . � � " -11 lt0 . 'y f " I � I ; I " � I** 1 j I I I II I i I , : 1�111' . !::; //; / / 1, 11 'n I I " / ? - I ` I 11 Ir I /\ ,�, I 1. , I . ,I I �� . 11 iN .� , /, � / .') / 1% " �, \ t I� 'i ? � . 41111�1 D \�, � I , (--) - � . 11. � 11 '. 11.� 1�1 , : il �� - " , 11,�'11,,i, i e-11 \ \ I I I *11 \ , k � i t ;D " , 11 / j, � _\ / ,� � , 11 IV <,, q , .00000e , I / \ �,. \, I , , -11 , 11 �) V,�j � / i 2 1 j � % . . \ ., \ I 'If- 4% � , I , j i i if I I 11 ) .; I , � � ��, / . x I : x , I I I I I 11 ! � , I i , 11 . , I,- I I � �1, <� I I \ _ . fe �0.�__ �.._'__ � _�___ �_.__ . - 'ci: I I I I I / ,/",�;�,,/ / 010 '40, " � __ - _1_______1______1-____-__ _-----_ . -i- I - -I, ,__ --------§ I �, I _K x Im a OR __!L .4116 JEN9 A - - rHECOXCOMPANY Mantle" CM1 Eivittearg Landocape Architecto 220 Ev.,3 t Hly h 5 tree t Chdrlotte-6ville Wrqinis 2296'iLl (,904,)295 701 Q) 11-4 �_, ce � (1) .Q � c� '4-1 %" ri 0 . , I —1 �, q. , -, ', v-d . p,q $; ;:�b z 0 (j (1) :q t�l N. z U " , V4 ;1 Q� (1) 10 � z � q Q 0 6 �z (t rw (4 Job No.: 00-60 �H op,,��, I,/ CERTIFICAFE 1-719 1 �� ON A U Date: Auyuo� 10, 2001 Pe'violon: — ,5qpt_-mb,_-r25, 2001 Octa�er 24,2001 Naveml7c�r2o,2001 scile: North: pi- 50' - 1117� �� sheet -rive: Eroolon & 5ediment Control Plan Sheet No,: 10, 00 of 15 .w4w f 0;, M (3 ? e z ----------------- c? si N`.; ----------- it ------- \_ ----------------- 10- it 7,a 7K \3 V_ Si, ---------- ri ------- AV C) j 713 z ------------------ % ---------- rri C) C) M 73 % 4�, - r 713 z I�D M 713 7C '0 N, 18 ------- '000,000 _n M ---------- 7Z ---A 71 .1 rTI. ----------------- .......... C) K 'jt X VY c_ v) % % --,8' Z.y" ------------- ---------------------- 7- -------------- Dc� "" U_ -40 tZ f- cl) --------------- 4c Q) --------------- NN c) V rTj 7a. U, rn------------- Fn '- M% �4 Q 1 -'� ::Q -' / ; , ." , , . r3 ------------ Tn M ------------- Y ` ..... Z�_ - 1000p "000 Ax, ------ A z< X, 4f Al! 4' IX 5�9'0 j`� I . .................. I 1.. 7 "oo _7i 7_11 All rnm 1p rn Y e I I ------------------- 0, �o "OR:) W, IZZ N, MN. ---------------- 000�, ZE Q_ Q __j ;000 j 0�/ Mj. Cal) <�4 ,A X X 4>� C, , X X, V Zz %Q1 � - Z-1y, —8, All Q 4 7� I , I t �_ W/ ->< 13 1�0 j, in V 1 I 1z' lc:� Ix .... .. ....... e ...... .... ... X . ...... .... . .. .. X., T ,;�v A;, ;7 % YA) 14 C�l X, Y e Ai y, N IX j t 't 1 ZN ", 4, M M c) T t D) Clan 9 scl) 31) a i f 7S rn �1/7 %fd I .? ip: IN rn j:z rn Q A co co A (b iz Ail, lf DO I :10 M li A IT, k�i` f,�v I Q) C/) Q v � iii , 1q, x/ M Fn If % x x rri e Ae x f Qb 'e, i 1 4 Z k" ."Y", 4 V 4/ M .'k S .1 i rn 4;; cn 5,� /J co Al' 1_4 llf, ...... . cf) if IK I, J, % I f I 7z c,, 0 Q_ co N, --k > w f7 N) F�11 MONTICELLO FIRE & RESCUE Station ATu m 1: 1% e r 11 The County of Albemarle 0 0 Vir,zjn-za Q) TEiVPORARY DIVERSION DIKE Monticello Fire & Rescue: Station No. 11 a Engineering Calculations for the Erosion & Sediment Control Plan See attached details for Anti- Vortex Top of Dam REC011/I11/IENDED DEYVATERIIVG . 6 Device and Dewatering device (Existing): 505.5 SYSTEl1I FOR rSED11VIENT THE COX GOMPANY Compacted Soil Sediment Basin Computations for the Basin "C" BASINS P/anner� Civil Engineero Lardscape i+rcnitecu Is° min. End of Pipes wrapped with metal 220 cast High 5treet aroCrr5vil!r inia -Flow flashing and concrete collar fora Disturbed Drainage Area: Acre watertight connection. -III- _ �IIIIII 2 eon 20 I B L 0 CK & GRA VE L CURB INLET PROVIDE AAEQDA E STRAPPING 4.5' min. SEDIlI/IE'1VT FILTER Wet Storage Required: 67 (cy/ac) * 21.41 ac POL'ETHYLENE CAP (`-- OWIL. 1434.5 cy 7s" 25VARRIIES ASEwS CURB INLET REQUIREDPERFORATED POLYETHYLENE' FOR'ORYDry Storage Required: 67 (cy/ac) * 21.41 acDRAINAGE TUBING, DIAMETER STORAGE 1434.5 cy VARIES (SEE CALCULATIONS INDETAILAPPENDIX 3.14-A) .`Top of Dam: 505.50 Riser Diameter: 54"WEr O-STYLE " COUPLING STORAGE (@�N DIVERSION DIKE R :' ° Emergency Spillway Crest: na Barrel Diameter: 3611 --3611 CMPOT TO SCALE Principal Spillway Crest: 501.25 Trash Rack & Anti Vortex Device _ 2.5°�°UE�IATIERING ORIFICE, n - __---_ DIAMETESCHEDUR VARIES40 E(SEEEL TCALCULATIIONSUB 1-FOOT rII� UM, - �-- Dewatering Orifice Invert: 498.95 Diameter. 78 CORRUGATED ME TAL ETAL RISER APPENDIX 3.14-A) , g Existing 36" RCP WIRE SCREEN CONCRETE BLOCK Cleanout Elevation: 497.00 Height: 25" , TABLE 3.31-B -� ---�- GRAVEL FILTER Upstream Toe of Dam. 492.10 ~ ACCEPTABLE TEMPORARY SEEDING PLANT NWI`ERIALS CMP welded to NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB 'QUICK REFERENCE FOR ALL REGIONS^ Wet Storage Available: 1455.0 cy ? stand pipe FOR DEWATERING 'ORIFICE RUNOFF OVERFLOW FILTERED WATER WATER WITH Rate SEDIMENTDry Storage Available: 1440.0 cy Plariffim Dates Species lb . acre s ::!..!:!!!! = ? `DRAINAGE TUBING SHALL COMPLYWITHASTM F667 f AND AASHTO M29 �pI� I IL- Geotechnical stability of the dam ...:.:..:: Sept. 1 -Feb. 15 50/50 Mix of / I _ ' `\ _ \ SEDIMENT BASIN "C" Annual Ryegrass must be confirmed by others. , (Lolium multi-florum) SEDIMENT 50 _ 104 WIRE SCREEN ? 2•' X 4•' WOOD STUD ) , I Cereal (Winter) Rye . CURB INLET (Secale cereale) _.. ... .. ........... .... SPECIAL APPLICATION Feb. 16 - Apr. 30 Annual Ryegrass 60 100 THIS METHOD OF INLET PROTECTION IS APPLICABLE AT (Loliummulti-florum) PAVED CONSTRUCTION ENTRANCE ANTI- VORTEX DEVICE DESIGN CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. PRESSURE RELIEF May 1 - Aug 31 German Millet 50 HOLES 1/2' DIA. (Setaria italica) * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE - O O i DRAINAGE SWALE DIRECTS FLOW � A �' `•__\�� O A TOP STIFFENER IF REQUIRED / TO SEDIMENT BASIN { �% ) / 70' AIIN LJT ,// IS-X-X-ANGLE WELDED EXISTING - I _____\_ __ /! TO TOP AND ORIENTED PER- 3" SM-2A ASPHALT TOP COURSE pAVE)aENr -0------- - --- - 0 J( O PENDICULAR TO CORRUGATIONS. 2 FLARED / Source: Va. DSWC RED END -SECTION 777 O -G e CORRUGATED BL0CK AND GRAVEL DROP INLET TER CLOTH IN. O METAL OR RE " STEEL PLATE. TEMPORARY SEEDING :VD?1Aj PRESSURE RELIEF HOLESMAY TS SEDI1vIENT FILTER 6 "1A AGGREGA,E BASEBE OPEN WHEED, IF ENDS OF CURB OR CORRUGATIONS ARE LEFT FULLY NOT TO SCALESIDE ELEVATION EDGE OF PAYT GCONNECTOR SECTIONI PLAN VIEW I ATTACHED. THE TOP IS EXISTING GROUND N T BLOCK WIRE SCREEN CO CRE E • TACKWELD- _ :.;;;;__1:_T___;;_ED CYLINDER IS_GAGE CORRUGATED 70' MIN. � _-_ --_ - _ _ -�-1 T ,y �f ]� �,9j� ALL AROUNDTE'�I.P®RARY S1i D11V1 �1 Y T TR1�I..Y j _� - METAL PIPE OR FABRICATED FROM -------- .. 1 /8" B ASPHALT PA`EO H STEEL PLATE. ,., • �- WASHRAC7C - - - �zi 1' VARIABLE•-�� , _ _ _ _ I L I REINFORCED �I-' ., .:...-' EDGE ..I ... ..: '::.:. . ::.': _--- SKI CTION ' NOT�s• (� ��VARIA�B�L��E ORIGINAL --- ' Ri SE 8' Mlrr I , ... .. ....... . .....•,.,i, .......: • •.. •.. �• :.<:.r.,; :, . : •' - - - THE CYLINDER MUST BE GROUND !) :;'.'':I.Wl7:•.':r;:7'. i.:.', '. ,.., COSTING I FIRMLY FASTENED TO ELEV. -��- :--r... •, - THE i 1. .. ., .. .. ... ...:...::..:.:. PAVEMENT_s;;o-':. TOP OF THE RISER. SUPPORT ' 6 X T BAR SIZE 67 CV, YD,/ACRE * .••;• •: '•c,.: .,I,�..:. ,'..- _ __ _ _ __ ,,. VARIABLE•.. •. . •• APPROX. REBAR 2,-_'•- •"'• ' ' ' "" P �,! q. 20 SPACER RAR ' 6 N. SUPPORT BARS ARE WELDED tv '1 y 1J\TT\ (TYPICAL) _ TO THE TOP OF THE RISER -i>_a€i€:;_5i: OR ATTACHED BY STRAPS i POSITIVE DRAINAGE PLAN BOLTED TO TOP OF RISER. TO SEDIMENT RISFR DNMETER �. ��� 67 CV. YDJACRE B 1RAPPING DEVICE (EXCAVATED)--��•� ---�,� • MUST EXTEND FULL WIDTH WHERE FLARED END -SECTIONS ARE ISOMETRIC �Iw FILTER CLOTH ORIGINAL OF INGRESS AND EGRESS TO BE USED WITH BITUMINOUS SECTION A -A GRGN D GRAVEL FILTER r_ OPERATION PLAN VIEW . COATED EAIIIDT PAVED METAL PIPE, q - THEY ARE TO BE GALVANIZED ONLY. S^ICI I *SEE PLATE 3.13-1 COARSE AGORIFrATE�• CLASS I RIPRAP WIRE SCREEN FILTERED WATER TEMPORARY SEDIMENT BASIN OVERFLOW CROSS SECTION OF OUTLET WATER \ .... ®� I �' "r�' WATER 12' NIH. - I NOT TO SCALE WITH SEDIMENT ` _ CLASS I RIPRAP LENGTH (IN FEED _ ... '�.%'`'' I .. .. ... 2X-- _ IIII . I r II �JLI o (IN AC AREA .. , _ DROP INLET •a .. _. .. .... _. ,� WITH CRATE " DIVERSION SEDIMENT lI ,• �,t. . . 1) ' ... .. _.. .... .. .. _ DIKE r._._:1_....._____...i/�_._.__.•__�__.._-____.._. _.___f__..�.- H FILTER °`°"' " Monticello Fire & Rescue: Station No. 11 TO)E PLATE Engineering Calculations for the Erosion &Sediment Control Plan C� A SPECIFIC APPLICATION SECTION A -A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HOLES ON 17' CENTERS -MAX. HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW NOTE: A �IWUIUN WA1Elt T1AP OF 52I11Y (1•) IS REWIf�D h1TFl A WIt111AU11 WASH NOSE DI/L CC 3H.IIIA1 (1.5•) /I/// CAPACAROUITYTIS NECESSARY ECESS R TO PREVENT EXCESSIVE PONDING ELEVATION Sediment Trap Computations for the Trap "B" W S )jf( ��j � \ TYPICAL CROSS-SECTIION ��11 l SOURCE ADfYIED from 148;1 ilarY>gnd Standards fpLSoil amfon ar>d Stdku�l COrrtrDl, and Ya, DSYIC pb{e 3.02-1 I COARSE AGCREGATEa * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. �,,,-__-_ L APPROX \ EXCCAAE/AATED (� �\ R CLGTH�-\�'--1. ,. oPE„ Disturbed Drainage Area: 2.81 Acre "COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #s INLET PROTECTION C e PAVED) CONSTRUCTION ENTRANCE WITH WASHRACK I. Wet Storage Required: 67 (cy/ac) * 2.81 ac OUTLET (PERSPECTIVE VIEW) *�NOT TO SCALE C NOT TOSICALE I ' ' ' 188.3 cy PIPE SHEET THICANESS DIMENSIONS TOE Dry Storage Required: 67 (cy/ac) * 2.81 ac OA' A B H L 'N C PWE SEDIMENT TRAP ALUMINUM VTOL MAX, VTOL 12T0 VTOL - 188.3 Cy 1Y .OB{ ,06V 6• 6' C 21" 2M1' 24" 15 .06{ A60' 7 9' 6' 26' 3W 2e NOT TO SCALE ta' .06{ A6d ✓Y 1C' 8' 71' 36' Z{ _. ,060' 10' 1Y 6' 7ti 4Y 24' Job No.: 24• ,06{ .QW 1D' 13' 41' W 24^ Bottom of Trap: 491.50 00-00 7A mr .07$' 12' 16• 8• 51• W 24" TYPICAL TREATMENT - 7 coNSTRUC'TION OF A SILT FENCE 3T oe'r ,07V I W �e 7C Bottom of Stone Weir: 492.90 42' .064 .IW 16' 22' 11' �. WITHOUT - WIRE SUPPORT To of Stone Weir: 495.50 • (>S"OIL STABILIZATION BLANKET) � ) 48' .064' .105' 10' 27" 17 78 90" 24' p 1 60'1H' 7Y fY a7 114' 76' r 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH /,ms^ to5 ta' 70' 1Y aa• 102 36 Top of Trap: 496.00 INIS TALLATION CRITERIA UPSLOPE ALONG THE LINE OF STAKES. Z I 6'MAX. EARTHEN DIKE PROVIDE INLET ANCHOR 5LOT�,r• _ C O (COMPACTED) PROTECTION Wet Storage Available: 203.8 c �/ EXTENSION CORRUGATED METAL _..r� �•,I �_/� APPROXIMATELY 200 STAPLES REQUIRED ••�U� ! I�� �-� // EXTENSION COIR Dr Stora e Available: 201.0 cy GERTlF9TE N0. PER 100 50. YDS. OF MATERIAL ROLL. / II l / A Y ANCHOR slors, JUNCTION sLOTs/• WATERPROOF SEAL a v, CHECK SLOTS TO BE BURIED G' IV 12' v I I I II TA 12" MAX. 4:1 OR FLATTER / ��� / / II /' 24:1 ''•.� .. .. .. SS / . ��C e' MAX. STEEPER nLAN 4:1 1 I J Q 0 NA L �,;ri �. r �.•!'� - JUNCTION SLOT EDGE AND ENO JOINTS I I II' ICI 1 I 1 I I FLOW / / II� PROVIDE OUTLET I Monticello Fire & Rescue: Station No. 11 ��• ��f ,,,/'ti„�^�i"' 1 f'r- TO BE SNUGLY ABUTrED ���/// •/ F PROTECTION °� STANDARD FLARED END SECTION -, Date: CHECK SLOT - IIII Engineering Calculations for the Erosion & Sediment Control Plan Augu,t �o, 2001 EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE Ills " OF THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE (JUTE MESH WILL HAVE I , 1 ROCKS, CLODS, ETC. REACH THE NATURAL ANGLE OF REPOSE, TERMINAL FOLD STAPLED LAP JOINT IN , 4" � LIEU OF EDGE JOINT) I I I I I I I 11 LIP JOINT T MIN. 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT - (JUTE MESH ONLY) , I I II II ReV1510N: TAMP FIRMLY TO STAKES LAND EXTEND THE EXCAVATED SOIL. Sediment Trap Computations for the Trap "A It SLOPE I1REt A TAIEN�T ANCHOR SLOT I 1 I 1T INTO THE' TRENCH. ,�- 5' MAX. EE R FLATTER 3' MAX. STEEPER THAN 4:1 ! 1 I I SECTION VIEW $eptember24, 2001 November 20 2001 1 1 NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING Disturbed Drainage Area. 1.29 Acre 6" TO 12" � I I I I I I - =,. g Wl[S. CREATE PROB[.EMS • I I 1 1 I I - IIII IIII \"\ "CHECK SLOT 1 I I I I 1 / ..-� V � �' - * V TO Z' - �/- _ Wet Storage Required: 67 (cy/ac) 1.29 ac •� T TA1AP CHECK SLOT - c FlRML'T -•'4p •�' VAR. I VAR. I ' EARTHEN DIKE �\ 86•4 cy 6 TF III = IIIf� \ (COMPACTED) ' o' To 6• MIN. PLAN VIEW 3: l DIAGRAM SHEET FLOW INSTALLATION STAPLING DI Ing Dr S or t a e Re uired•1 PERSPECTIVE VIEW �;�- Y g q (cy/ac) .29 ac �_ ICHECK SLOTS AT MIN. '. a, I E. D 6 T L WR N .11 SEE FORM ED FROM 0 LE V STAPLE INTERVALS; 5 O' C-C I B" 86 4 C O - F SM! OY SOIL: i D Y MIN. LE NGTH OR LE WITH ALL TAP T R .'D W L r:\ 8" S NO E Q • � - - I FLOW ! FOR OT HER SO L. MIN. LENGTH o 0 M r LE LE I I N" LANK TS �. ., o '� -• �' ":`..-6" STAPLE "COMB NATO 8 E ~[FIRMLY A. \ �\ IIIII _ _ Scale: North: JUNCTION SLOT TAMP TERMINAL FOLD \ 8 _ ,/•/ 2^6' TO 17 °4 TAMP FIRMLY - _ - / / I I a _ _ -IIII 11111CI IIIIIII • DOZER TREADS CREATE / F 2 I 2 \ Bottom of Trap As Shown GROOVES PERPENDICULAR f« 4' f 520.00 TO THE SLOPE. �', '% r r/ SECTION A - A eE "=i"�:' _ _ Bottom of Stone Weir: 522.40 SVo / -�- // - IIIIII \ Top of 523.50 Sheet Title: - - Stone Weir • r POINTS A SHOULD HE HIGHER THAN POINT B. * Outlet Protection to be placed at outfall of Slope Drain To of Trap: 524.00 E & S Oeto#5 rgT �jA �'I1INflT DRAINAGEWAY INSTALLATION p p 111b lV - (FRONT ELEVATION) I Wet Storage Available: 87.0 cy Sheet No.: SR SURFACE ROUGHENING B/M EROSION CONTROL MATTING (EC-2) *.SILT FENCE �® TEMPORARY SLOPE DRAIN I l D;r- Storage Available : 93:6 c NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE /1.00 Of 15 THE COX COMPANY Planners CivilEnoneery Lanc75cd,,e Archltect5 220 EdSt Hryh Street Charlome5vill wrlyl.7ia 223C2 (W4)29:5 701 TDSCAPE PLAN Q) Jo'o No.: 00-60 F,Q 1NK 9 COX. '6R l CEKTIFICATENO. v fi M9 �ONA1. _�s Date: May 7 2001 Revieion: June 14 2001 June 25, 2001 July 13, 2001 Augu.St 10, 2001 September 27, 2001 NOvemlw20, 2001 Scale: North: 1 "= 30' Sheet Title: Landscape Plan Sheet No.: 12.00 of 15 . 7) W SLOPE PLANTING BED FOR POSITIVE DRAINAGE SPACE GROUNDCOVER PLANTS AS SPECIFIED IN PLANT LIST, ADJUST SPACING AS NECESSARY TO EVENLY FILL PLANTING BED MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY ' `� l`�wYr 1� .Yf( YY7l. ..tl� s���r�•...r1/(( I-:-::: =55 SUBGRADE 12" MINIMUM PLANTING SOIL. USE STORED EXISTING TOPSOIL, AND/OR IMPORTED TOPSOIL GROUNDOOVER PLANTING. DETAIL . ' � � •1 pvu�L.�. �Tpad,►�l� gALVINj=-0 Witte c lwRtp Tit UGH NUSf- ` t?t v>tf >1=R Mott: i'l•.IFLN i (-w DOWN S-'A'r-f_ A.S sf wfmp Pou r>ur- STFANP G-jaL\JINIZ-P WIP' W©uNp Two E.L. TURNS �,,4zOUNU Becut'iNcl TREE.STAKING DETAIL NO Off OtLow lmrlGHt> 194.AN U" i (: j. w4' STAID :) AVUIV MALL .. TREE -...S.T.-AKING DETAIL,. PLANTING AND WATER THOROUGHLY PLANTING PIT DEPTH IS AVERAGE DISTANCE BETWEEN TRUNK FLARE AND BOTTOM OF ROOTBALL, LESS 2". (CAREFULLY EXPOSE TRUNK FLARE IF NECESSARY) Ht ••, ff FHUM HQ0 BALL ANU FfOLF BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TO 1/3 FULL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. I1 ll 11 r Fill t 12" MIN. UNDISTURBED SOIL PLANTING PIT WIDTH IS THREE TIMES AVERAGE WIDTH OF THE EQUAL EQUAL EQUAL ROOTBALL TREE PLANTING DETAIL WATERING BERM 3" HT. SET TOP OF ROOTBALL 1" MIN, ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER THOROUGHLY - — CUT AND REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL BACKFILL PIT WITH STORED EXISTING OR IMPORTED TOPSOIL TO 1/3 FUILL. WATER TO SETTLE SOIL, THEN BACKFILL TO FINISHED GRADE. I �J tt � SHRUB PLANTING DETAIL Job No.: 00-00 (rl OF i 5 FRANK G. COX,r GERr1RCArE NO. 0 7719 4v SSl0NAL E� Date: August 10, 2001 Rcvioion: scale: North: A5 Noted 5heet Title: Landscape Detal(5 Sheet No.: 10.00 of 15 ^�+ DETAIL MINIMUM AVERAGE WEIGHT RING 190 Ibs. COVER 120 Ibs. 310 Ibs. 1 3, 7 1 /2 4 3/8 catalog Number SPECIFICATIONS a ,lV� � A Notes Type FEATURES & SPECIFICATIONS HOUSING The housing shall be precision die-cast aluminum construction. The fixture shall beC-UL&ULlisted 'suitable for wet locations" HOUSING — Rugged, .063" thick, aluminum rectilinear housing. Con- tinuously seam welded for weather -tight seal and integrity. Stan- dard finish is dark bronze (DDB) polyester powder. Other powder Area Lighting LENS FRAME The precision the -cast aluminum lens frame shall be attached to the housing with two concealed hinges. architectural colors available. g g LENS A clear, thermal and shock resistant glass lens shall be silicone gasketed to the lens frame and secured with clips. DOOR FRAME — Naturally anodized, extruded, aluminum door frame with mitered corners is retained with (two) .188" diameter hingeKSF2 LENS AND GASKETING The fens frame shall be supplied with silicone gasketingsecuiedaround the entire perimeter ofthe housing. pins and Secured with (one) quarter -turn, quick release fastener. Weatherproof seal between housing and door frame is accom- INSTALLATION The housing shall be trunnion, two inch slipfitter, or 3(4 inch threaded knuckle mounted. All mounting systems shall have a plished with an integrally designed, extruded silicone gasket that METAL HALIDE protractor type degree scale for accurate aiming of the luminaire. snaps into door frame. 320W, 35OW, 40OW OPTICAL SYSTEM — Reflectors are anodized and segmented for supe- 15' to 25' Mounting REFLECTOR Design 550 shall have a field adjustable beam spread. The reflector system shall utilize one fixed panel and four moveable rior uniformity and control, which allows the flexibility to mix d istri- panels of various contours. Precise variable beam angle settings from 17-75 degrees (NEMA Ix5 to 5x5 or 5xl to5x5)shall butions without compromising the overall lighting job. Reflectors be achieved, at the factory or in the field, by removing the fixture's adjustment cover and adjusting the cam. The fixed beam attach with tool -less fasteners and are rotatable and interchange - angle of the reflector system shall be 75 degrees. Beam orientation shall be set at the factory or in the field by rotating the able. Five cutoff distributions available: Type 11 (roadway), Type II reflector system 90 degrees. All photometric data shall be certified by an independent testing facility. (asymmetric), Type IV (forward throw, Sharp cutoff), Type IV (wide, forward throw), and Type V (square symmetrical). BALLAST All CWA ballasts shall operate within +10% to .10% lamp power regulation, Ballasts are rated for -20' F operation. LENS — Lens is .125" thick, impact -resistant, tempered, glass with All non CWA ballasts shall be HPF. thermally -applied, silk screened power door shield. D FINISH Polyester powder coat, electrostatically applied, which is preceded by a five step pre-treatment process including an ELECTRICAL SYSTEM — Constant wattage autotransformer is 100% iron phosphate priming stage for superior coating adhesion. This process meets or exceeds all ASTM testing requirements, copper -wound and factory -tested. Removable power door and —L including those for 1,000 - hour salt spray endurance testing. positive -locking disconnect plug. SOCKET — Porcelain, horizontally -oriented, mogul -base socket with Specifications —Arm L —{ copper alloy, nickel plated screw shell and center contact. UL EPA: 2.0 ft.z (.28m2) All dimensions are inches (centimeters) listed 150OW- 600V. (includes arm) unless otherwise specified. INSTALLATION — Extruded, 4" aluminum arm for pole or wall mounting Length: 25 -5/16 (64.3) 1All 7'to beam read can easily adjusted from - A � �-- D —t „'te75" �the �edo�ifa�i factory. , is shipped in fixture carton. Optional mountings available. Width: 18-t/2 147.0) p Mounting Option Drilling Template LISTING — UL listed for wet locations. Listed and labeled to comply Depth: 8-5/16 (21.1) SPxx,RPxx,DA12P 5 T T with Canadian Standards (see Options). Weight: 52 Ibs (23.6kg) WBxx,DA12WB 6 BI C Arm: 4 (10.2)'X 7 ORDERING INFORMATION Example: KSF2 400M R3120 SP04 SF DDB cap O F Yoke is ® Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number. 6- ii- srardard KSF2 400M DIMENSIONS EFFECTIVE PROJECTED WEIGHT A 10.12" (257.04mm) AREA (EPA) 20lbs. (9kgs) Series Mounting10 Options B 8.00" (203.20mm) 1.2 sq. ft. I. 11 M2) Voltage C 11.40" (289,56mm) KSF2320M•1 t20 SP04 Square pole (4" arm) Shipped Installed In Fixture Architectural Colors D 11.40" (289.56mm) e 4 SF Single fuse (120, 277, 347V, n/a TB) (powder finish) KSF2 350M 208z (standard) g E 4.63" (117.60mm) KSF2 400M'•7 z SP09 Square pole (9" arm) OF Double fuse (208, 240, 480V, n/a TB) Standard Colors 240 F 3.90" (99.06mm) RP04 Round pole (4" arm)4 PER NEMA twist -lock receptacle only (no DDB Dark bronze (standard) 277 photocontrol) DWH White Distribution 347 RP09 Round pole (9" arm) ORS Quartz restrike system (75W max; lamp WW04 Wood pole or wall not included,120V only) DBL Black R2 IES Type II roadway 4801 a Classic Colors R3 IES Type III asymmetric T63 (4" arm► EC Emergency circuit WW09 Wood pole or wall CR Corrosion -resistant finish DMB Medium bronze R4SC IES Type III forward throw, sharp cutoff (9" arm) CSA Listed and labeled to comply with DNA Natural aluminum R4W IES Type IV wide, forward W604 Wall bracket (4" arm) Canadian Standards OSS Sandstone throw WB09 Wall bracket (9" arm) SCWA Super CWA Pulse Start Ballast. (TB only) DGC Charcoal gray R5S IES Type V square L/ARM When ordering KMA, LLRSPL Low Loss Reactor Pulse Start Ballast DTG Tennis green DA12 (277V only) Optional Mounting Shipped Separately' DBR Bright red NOTES: PE1 NEMA twist -lock PE (120, 208, 240V) DSB Steel blue 1 Use ED28 reduced jacket lamp. (shipped separately) PE3 NEMA twist -lock PE (347V) 2 Consult factory for awailability in DA12P Degree arm (pole) pE4 NEMA twist lock PE (480V) Canada. DA12WB Degree arm (wall) 3 Optional multi -tap ballast (120, 208, KMA Mast arm adapter PE7 NEMA twist -lock PE (277V) 240, 277V). (120, 277,, 347V in Canada). SC Shorting cap for PER option a SP09, I'l or VVW09 must be used KTMB Twin mounting bar KSF2HS House side shield (R2,1`13) when two or more luminaires are oriented on a 90° drillling pattern. KSF2VG Vandal guard 5 May be ordered as accessory. 6 Additional architecturral colors Accessories: Tenon Mounting Slipfitter (Orderseparately) Mere is no substitute for available; see Architectural Colors brochure, form no. 794.3. Number of fixtures �' ' / • 7 May be ordered with SCWA or LLRPSL. Tenon O.D. One Two@1801 TwoQ9013 Three@120° Throe®90°3 FourO90°3 A Division of JJI Lighting Group Inc. 8 Must be ordered with SCWA or LLRPSL. 2-3/8„ T20-190 T20-280 T20-290 T20-320 T20-390 T20-490 11500 MELROSE AVE. FRANKLIN PARK, IL 60131 - Phone (847) 451.0040 - FAX (847) 451.6768 e-mail: quality@mcs.com - www.qualitylighting.com (52200) Specifications subject to change without notice. ©2000 Quality Lighting SITE LIGHTING (TYPICAL) FRONT SIGN NOT TO SCALE SOLID COVER SHOWN PERFORATED AVAILABLE -IF SPECIFIED TANDIARD LETTERS NLES'S OTHERWISE PECIFIED TOP OF COVER 30TTOM OF COVER SUPER CAST, INC. MODEL NO. MH—RCR-2001 OR APPROVED EQUAL -f 3/4- TYPICAL MANHOLE FRAME COVER NTS FIG S-1—D TD-4 �TEGHTING (TYPICAL} 15' POLE NALE FRAME & COVER (SEE FIG. S—I—D,E) STREET SURFACE OR NON —PAVED AREA SLOPED AREA -� Z 1'-0" MAX 2' _ 0„ t; » "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED a� �•. EQUAL CAST IN PLACE 3'-0" MIN vt PRECAST REINFORCED CONCRETE SECTIONS 1,2 MIN "0" RING SEALS 16 MAX �. MINIMUM ELEVATION a DIFFERENCE ACROSS M.H. 5" 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE r VARIES DEPTH OF FLOW 1 FILLETS + CHANNEL TO BE _i_ -- r" `�•-- .._ .. »� 3/4 DIAMETER OF !. CONTRIBUTING �""' =- ---- .••.• SEWER. d A ° 121) A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN r INLET & OUTLET PIPE SHALL BE. PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN NTS FIG. S—I—A TD-1 I-- LLJ z I Imo. ..�.. 0 12" it 595-KSF2 H u i7 RE` L IP6 7 J 4 9100 SERIES HID 175 WATT MAX. TYPE IN -GRADE LUMIINAIRE MODEL#": The 9100 Series HID flush mounted Up -lights represent the state-of-the-art in flush light construction. These multi -purpose modular units are designed for flush mounting in planting areas or in concrete, and are used for illuminating building facades, walls, trees, and similar applications. The lamp module and Y '` power modules are factory sealed, thermally protected, and connected by submersible rated connectors. Round or square body styles are available. SPECIFICATIONS: DOOR( FINISH: Cast aluminum or cast bronze that locks the lamp housing into the Rough -In Section with a single tamperproof stainless steel fastener. ROUGH -IN SECTION: Injection molded ABS, U.V. stabilized, impact and corrosion resistant for use in all types of environments. NOTE: HYDREL RESERVES THE RIGHT TO CHANGE LAMP' MODULE HOUSING: Stainless steel, sealed and ANY SPECIFICATION WITHOUT NOTICE. purged of all moisture to -100°F (38°C). Connection to lamp Any dimension on this sheet is to be assumed as a reference dimension: module is done through submersible rated connector. "Used for information purposes only. It does not govern manufacturing or THERMALLY PROTECTED. inspection requirements." (ANSI Y14.5-1973) POWER MODULE: Sealed unit encapsulated in an engineered CIE Q composite resin to eliminate all water entry. C.S.A. LISTED U.L. LISTED LAMP' TYPES: See ordering guide. LAMP INCLUDED. FOR WET LOCATIONS PATENT PENDING VOLTAGES: See ordering guide. DIMENSIONS: LIGHT DISTRIBUTIONS: The Spot Reflector is specular spun aluminum. The Wide Flood Reflector is diffuse spun aluminum and the Wall Wash Reflector is diffuse hydroformed aluminum. 12„ The Spot and Flood Reflector assemblies have 150 of internal (305) lamp tilt on a 3600 axis of rotation. Lamp tilt is not used in the Wall Wash units. The lenses are clear tempered flat glass. Convex lenses are available. r THE COMMON LIGHT DISTRIBUTIONS ARE: 9150 9100 SPOT = 7° spread; WFL = 140° spread; MODEL MODEL NFL = 30° spread; Il = 60° spread; Square Round WW = 10 to 1 Uniformity Ratio Reflectorized lamp distributions vary depending on iE-- 30 �305) '1 manufacturer. Check Photometric Sheets. r ., CONDUIT ENTRIES: 1/2" NPT, 3/4" NPT, and PG16 Bottom openings are available in the cast aluminum integral Junction Box. Suitable for thru-branch wiring. This box has 24 cubic inches of volume. 181, 18" ACCESSORIES: See Accessory Sheet for construction details. (457) (457) Y I HYDREL is a registered trademark of Lithonia Lighting WALL WASH 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 • PHONE: 818/362-9465 • FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\LTG-91 4/2000 SITE LIGHTING (TYPICAL) FLAG POLE �"' t\dOT TO SCALE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION —� �— NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S—I—B TD— 2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL f 36"MIN LARGER THAN 6" IN ANY i DIMENSION 24"MIN 8"MIN INTIAL BACKFILL* EMBEDMENT f (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE _ MECHANICAL TAMPER -- I HAUNCHING NO. 68 STONE — — — BEDDING 6" max 4" min FOUNDATION (SHALL BE '•. REQUIRED WHEN SOIL i.. CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO, 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-7 s ■ o� " It THE COX COMPANY Planner3 Civil Engineers Landscape rcniucts 220 East High Street Charlottesville Virginia 229G02 (a04)295 701 GENERAL DETAILS O V Q� Revision: Scale: North: as ,Shown Sheet Title: General Details Sheet No.: 15 00 of 15 I •®'Z STEEL PLATE (3" X 3" X 5/8") ASTM A36 AND HEX NUT ASTM A588 (TYP)' UNDISTURBED EARTH UNDISTURBED 4 - 3/4" DIA SOIL (TYP) TIE RODS ASTM A588 (TYP) 7 : ' �:'• WATER MAIN FILL VOID W/ CONCRETE = THRUST BLOCK �►°�`. ' ' z Z MECHANICAL JOINT--,"".";".-'; : TAPPING SLEEVE PLUG OR CAP 11'0•.'4. �' AND VALVE WRAP W/ PLASTIC SHEETING MIN 1" (SCH40) PVC SLEEVE (TYP) UNDISTURBED EARTH PLAN • .: '' CLASS A-3 CONCRETE 4 MECHANICAL JOINT "� .;` PLUG OR CAP :'.'• ► MIN • I:.� �• Opyp00opOOpy '• f•,••••�'I • oOpOpp000 QOppOpO0y000ypOypOOjpOOpOp0000000p000000tlO00p0 OYOOCOOOOOOOOOOpO00�0y 00000 00GC_ OOy00Y�iL 0, ,, p0000 Otltltltl00 .i. •• 0000000000f MIN • "' 18" ELEVATION UNDISTURBED EARTH 4 # 6 BARS 24" TRENCH 24" MIN MIN WIDTH ABOVE PIPE T 4 #6 BARS- 00 z 3 #5 BARS EACH SIDE 6 #6 BARS BELOW PIPE SSECTION NOTE: 1. WHEN THE CONCRETE COLLAR IS INSTALLED ON THE OPPOSITE SIDE 1 OF THE VALVE, THE VALVE SHALL BE RODDED TO THE COLLAR, AND THE PLUG OR CAP SHALL BE RODDED TO THE VALVE. 2. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 3. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 4. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CONCRETE COLLAR DETAIL SAE NTS - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE USE BRACING STRAPS OF BEND. ON ALL PIPE SIZES - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. X� 4 BARS 0 12" ON CENTER I V FOR 12 BENDS &LARGER B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 11 1/4' e - 6 V-9 2'-3 2'-6" 1'-2 2'-0' 1 1/4' 8' 2'-3 3'-0 2'-8" 1'-6 2'-6' i _1/4' 10' V-9 X-9 2'-6" 2'-0 3'-0 2" 12" 3'-0 4'-3" 3'-0" 2'-3" 3'-6" 2" 18' V-6 5'-6' 3'-3' V-0' 4'-6" 2 1/2 22 1/2' 4' - 6" 2'-6 3'-0 2'-6' 1'-6 2'-8" 1 1/4' 8' 3'-0 4'-3' V-6" 2'-6' 3'-3" 2' 10' S-3" 5'-0 X-0 2'-9' S-9 2' 12' 3'-9 6'-3 °- '- 4'-3 2" 18' 5'-0 7'-6 V-3 4'-0 5'-8 2 1/2" 45' 4' - 6' Y-0 6'-0 3'-0' 3'-3 V-3 2 1/4 8' Y-6 6'-6 3'-0' 3'-8' 3'-9" 2 1/4 10' 4'-8 7'-6 3'-0" 4'-3"1 V-0 2 1 4 12' V-3 9'-0 X-3 5'-0 2 1/2- 18" 6'-6 11'-0 3'-9" 6'-0 7'-3" 2 1 2" WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1 /4" ST N1 R HEX NUT WASHER PLATE 3" THREAD fl ! c%4 1 NOMINAL INSIDE 3 4" ANCHOR DIAMETER EXTRA = BOLTS STRONG STEEL PIPE 4 BARS 0 12" PIPE BELL ON CENTER FOF 12" BENDS & CONCRETE CLASS "B" LARGER CHART FOR UPPER SECTION VERTICAL BLOCKING N' BOLTS TO FACEHCENTER OF K ON END LOOCKS.CHOR CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES- MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL �' THE LOCAL STANDARD. � ~k- I PMnTW nP RRANrW V4RIF7S 36 MIN VALVE • , � � ,a 8 X 6 TEE 2500 P.S.I. CONCRETE � ...}: I `:1 ".._..._..._ ..... • ... ._ . i 1i _ may. �. i 1 1 BASE AND THRUST y ,. ` 1;:.. °� •.- °: BLOCK AGAINST UNDISTURBED STABLE ` SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N. T. S. FIG. W-4 TD-17 n• 44" MIN. 17.5' ---" I 6' MIN, q 6" MIN. (22.5' FOR COMPOUND METER) 4 e. • a 60" _ a (22.5' FOR COMPOUND METER) p: 18 MIN. 17.5"----+►� ,s M a 37' MIN. a I 12" MIN. WINGNUT LOCKING ASSEMBLY v. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 811. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C FD-23 45' max L WOW n 45' _._ max PLUG 11 Ii 2 � ` 1 � 1 FOR ALL BENDS FOR TEE OR WYE FITTINGS WIDEN TRENC - - _ ACCOMMODATE ' ANCHOR IF REQUIRED. in• M BEDDING AS \ �� •~� ' REQUIRED _ \ /---�-�- rlTj~�, V M N• T SECTION 1-1 SECTION 2-2 I PIPE DEGREE I BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD.I (FEET) CU.YD. BEND i L I H T I L H I T 90 2.50 2.50 3.01 0.24 1I 1 4" & 6" 45 1 2.00 2.25 2.60 0.15 1 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 1 2.50 0.15 11 1/4 1 1.50 2.00 2.50 0.10 I I 13.66 3.16 3.21 0.48 8„ 45 I 2.66 2.66 2.77 0.26 22 1/2 1 1.66 2.16 2.69 0.13 1 3.16 2.91 1 2.66 0.32 11 1/4 1 1.66 2.16 2.67 0.13 1 I 90 1 4.83 3.83 3.42 0.83 :10" & 12" 45 22 1/2 I 3.33 2.33 3,58 2.58 2.95 2.86 0.43 0.24 1 3.83 4.00 1 1 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18 1 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 SIZE BRANCF VALVE THE WATER MAIN WATER PVC SLEEVE THRUST BLOCK VALVE M.J. FITTING--\ VARIrQ ,.vu YJ,L_YL. TO TEE ON-LINE (TYPE "B" VARIES �II M.J. PLUG -THREADED FOR COUPLING AND CAP METER BOX (SEE FIG. W-7) -NO. 57 STONE ==z2" PIPE SLOPED TO DRAIN IF __j GRADE ALLOWS ° P 2" GALV. •:'.'.: VARIES VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 1u-14 TD-26 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING ` S STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN PJDGR SOIL UNDER -CUT CONDITION . qpl.... . ......... ..........". ..."..... ._............ 4 Iq INITIAL BACKFILL 4 MI UNSTABLE 8" 8. g" 8» SOIL MIN. MIN. MIN MIN. ' #68 STONE .'4 68 STONEIt ' ' sr2s j•, ST f•'S.• IL O�CI{� STABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-13 PLACE 5' GALV. " WITNESS " POST PAINTED = I BLUE TO INDICATE VALVE LOCATION AS O DIRECTED. MARKER LOCATION MAY BE SUBJECT 1 TO HIGHWAY DEPARTMENT APPROVAL. `t i i FINISHED GRADE I ; ADJUSTABLE VALVE BOX W/ LID I BINGHAM & TAYLOR FIG. NO. 4905 z t. (SCREW TYPE) OR APPROVED EQUAL z N I a r t0 M.J. GATE VALVE WATER LINE : 4 V....... _..... _......... ............... ............... _..__".. 1 2500 P.S.I. ! CONCRETE 41 THRUST BLOCK 2'x 2' BEARING AREA. 4 A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-18 A: w 11, IL THE COX COMPANY Planneri Civil Engineers landscape Architects 220 East Hlghi •street ChariottesviNe Virginia 223c2 (B04)235 7431 GENERAL� DETAILS Revision: Scale: North: Ao Shown Sheet Title: Waterline Details Sheet No.: 15.10 Of 15 l'�'C.)?