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HomeMy WebLinkAboutSDP200000153 Plan - Approved Minor Amendment 2001-05-10z GENERAL WATER AND SEWER CONDITIONS Rev. J=ary 27, 19N 1. Work shall be subject to inspection by the Albemarle County Service �uth a y or't inspectors. The contractor will be a p responsible for notifying the proper service authority off icials 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 meterials and construction shall comply with. General dater and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998. 4. Datum for. all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltit'y" (1-800-552-7001) . S. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7: All water and sewer appurtenances are to be located outside of roadside ditches. 0. Valves on deadendlines shall be nodded to'provide adequate restraint for the valve during a future extension of the line. GENERAL WATER AND SEWER CONDITIONS 1. ork shall be subject to inspection by the Albemar'_a Count S vice Authority inspectors. The contractor will be re,onsible for notifying the proper service authv ity off ials at the start of the work. 2. The 1 ation of existing utilities across the lane of the.pr osed work are not necessarily shown on the -�ans and whe shown, are only approximately correct. T e contract shall on his own initiative locate all undergrou lines and structures as necessar/aadiopted 3. All meterial and construction shall comply General Water and Sew r Construction Specifications by the Albema. e County Service Authority onary 20, 1983, amended July 1, 1989. 4. Datum for all ele tion shown in National. eodetic Survey. 5. The contractor shal be resposible for tifing "Miss Utiltiy" (1-80 552-7001). 6. All water and sewer pi s shall have mimimum of 3 feet of cover measure from the t of pipe, over the centerline of the pipe, his incl des all fire hydrant lines, service laterals an water ines, etc. 7. 20' wide easements, centere on he pipeline and appurtenances shall be dedicated to the Alb arle County Service Authority, except where the line is in a ublic road righit-of-way or an access easement, in wh'ch ase the access easement shall also be dedicated as uti 'ty easement. 8. 3' mimimum separation re fired bet en water line and storm sewer culverts or separati when waterline is insulated. Use 1/2" thick Therma el Pipe ;Insulation in 3'x 4' sheets as m ufactured by. N aca, Inic. or equally approved by bemarle County Se vice Authority. Insulation to exten 5' beyond centerlin of ciulvert'in both directions or 5' be and ends of culvert w en parallel. 9. Touch read meter are being used by the Alb airle County } Service Authori To accommodate these met is, meter lids will require a 3/4" hole taped into the cen r of the lid. Blind taps or lugs shall be provided'to pree; debris from enterin the box prior to:meter installati 10. All water d sewer appurtenances are to be locate outside o roadside ditches. 11. Certifi tion that 95% compaction is obtained shall b provid for all fill areas under water and sewer line and a urtenances, This certification shall bie signed by a rofessional Geologist. The certificatioin shall sta e the exact.area that the certification applies to. 12. V Ives on deadend line shall be rodded to provide adequate estraint for the valve during a future extension of the lin TM MAOp"' HIVANNA MAGISTERIAL ISTRICT 0nZ���� �>5 1,M%../3VE,'MBEw` 17, 1908'y/ REVISED DE.CEMBER 15, 1.997 REVISED JUNE 24, 1999 (COUNTY COMMENTS & !LIGHTING PLAIN) REVISED F E BR UA R Y 2 4 ; 1998 REVISED DEC. 12, 2000 (TO. SUBMIT SITE PLAN MINOR AMENDMENT) REVISED OC`fOBER 27, 1998 REVISED JAN.. 10, 2001 '(COUNTY COMMENTS) !REVISED FECURARY 15, 1999 (TO SUBMIT FINAL ,SITE PLAN) (REVISED APRIL 19, 1999 (RESUBMIT WITH REVISiONS) 'O�ALEM sum ASZSO�CIATES` 11N kzi U1 I Huu ADLJOHI GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. Prior to commencement of 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 ( V.D.O.T.). This plan as drawn may not acCr.u`ately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and constriuction methods shall conform to current specifications and standards of V.D.O.T. 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. The maximium allowable slope is 2:1(hor�izontal:vertical) . Where -reasonably obtainable, lesser slopes of 4: 1. or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 7. Unless otherwise noted'all concrete pipe shall bei reinforced concrete pipe - Class III. 8. All excavation -for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926) APPROVAL o 'lldD DEPT. OF WNNING v VIRGINIA OEPT. OF IHIGHWAXS 6 COMMUNITTYY DEV OEPT. OF ENGINEERING VIRGINIA DEPT. OF HEALTH LA- 'DEPT. Or' ZONING 4 ALBEMARLE CMTY SERVItEAUTHORITY ALBEKARLE COUNTY FIRE OFFICIAL 8UILVOING OFFICIAL SITE DATA: LEGAL REFERENCE: Tax Map 32 Parcels 37A & 37A1 SOURCE OF TITLE: TMP 32-37A - D.B. 1200-299, D.B. 364-500 (plat) TMP 12-3'/Al - D.B. 1449-397, 364, 500 (plat) OWNERS/DEVELOPERS: Sunset,. L.L.C.. TMP 32-37A, a 37A1 C/O Anthony D. and Mary K. Valente 1460 Stable Lane Charlottesville, VA 22901-2882 MAGISTERIAL DISTRICT: Rivanna SOURCE OF TOPOGRAPHY & SURVEY: Roudabush, Gale & Associates, Inc. Brian P. Smith, P.E. ZONING: C-1, HC applied for, AAA Overlay District, EC Overlay District EXISTING CONDITIONS: TMP 32-37A is mostly open with an existing structure used as a commercial office. TMP 32-37A1 is open, previously grad;d and undeveloped. PROPOSED USES: TMP32-37A - Retail TMP32-37A1 - Combined retail and storage with appurtenant office SETBACKS: 10' Parking from public; street 30' Building from public street PARKING REQUIRED: TMP32-37A @ 9,120 S.F. retail (gross) = 7,296 S.F. Net @ 1 SP/100 S.F. (Multiple Retail Areas < 5000 S.F.) = 73 Spaces Req'd TMP 32-37A1 @ 9720 S.F. retail (gross) = 7,776 S.F. Net @ 1 SP/100 S.F. (Multiple Retail Areas < 5000 S.F.) = 78 Spaces Rpq'd NOTE: THIS PLAN CONFORMS WITH ZMA 97-10 AND ZMA 97-13. I!L N C7 � 'hornas, Gale Lic. No. 144L LAND USE: TMP 32-37A BEFORE Building 1,000 S.F. Open 35,522 S.F. Paved 6,600 S.F. 43,122 S.F. (Including Additional Land) TMP32••37A1 BEFORE Building 0 Open 46,014 S.F. Paved 0 46,014 S.F. REC'EI'VED MAY 10 2001 PLANNING AND COMMUNITY DEVELOPMENT I % AFTER % 3% 9,120 S.F. 21.2% 82% 4,171 S.F. 9.6% 15% 29,83.1 S.F. 69.2% 100% 43,122 S.F. 100% % AFTER 0% 12,636 S.F. _% 27.5% 100% 5,798 S.F. 12.6% 0% 27,580 S.F. 59.9% 100% 46,014 S.F. 100% ��ff (Including Additional Land) NOTES: 1.) This site is not located in a reservoir watershed. 2.) The spillover of lighting from parking area luminaries onto public and property in residential or rural areas zoning districts shall not exceed one-half (1/2) foot candle. 3.) Pavement specifications: 6" # 21A Base Stone Dum ster Pad: " 2.5" BM-2 Plain Portland Cement Concrete 1.5" SM-2A W/ 3" Aggr. Base (21,4) 4.) Parking is to be shared between parcels. 5.)" Stormwater detention to be accomplished by modifications to existing storrnwater detention pond on the storage center property, TMP32-41111. 'TABLE OF CONTENTS SHEET 1' COVER SHEET (Revised to change Title and expand Table of Contents) SHEET 2 SITE PLAN SHEET 3 STORM AND SANITARY SEWER PROFILE ORIGINAL AND SIDEWALKDETAIL (Revised to add Retaining Wall Detail and reflect As Built Profiles) SITE PLAN SHEET 4 WATER QUALITY SWALE PLAN PROFILE v AND CROSS SECTION a�\ IV (�0� SHEET 5 HIGH PRESSURE WATERLINE RELOCATION PLAN yoo PROFILE AND CONSTRUCTION SEQUENCE NOTE 15 Q .`( SHEET 6 LIGHTING PLAN BY RUU LIGHTING PARKING PROVIDED:' Spaces, Plus 2 Loading Spaces (Applicants to hawe cross parkin �ggreem nt) NOTE: Future uses of these sites is limited to those for which existing parking is adegfa e If VDO'T' road modifications impact parking on these sites; modiffications to used �il J� be limited to that allowed by actual available parking. 4 SHEET 2A REVISIONS TO SITE PLAN SHEET 2B PREVISIONS TO LANDSCAPE _PLAI'41 _. NEW SHEETS SHOWING s - SHEET 5:A REVISED HIGH PRESSURE --WATERLINE- RELpCATI.ON-PLAN AMENDED CHANuES (THIS WAS PREVIOUSLY APPRO ED BY XC.S.A. ) SHEET 6A REVISED LIGHTING PLAN BY RULED LIGHTING SHEET 1 / `- File Number 1265 9 IN Denotes Proposed Contours 538 Denotes Excessive Pavement Slope _ - -• ---. 538 Denotes Existing Ground Contours •r-�.. �, ? `"'r"i Denotes New Easements Denotes Asbuilt Paveing Contours r w I `i Denotes Existing Pavement °D �20' WIDE X 10 ' DEEP X 8' PARKING CALCULATIONS REQUIRED PARKING = 151 SPACES. PROVIDED PARKING = 156 SPACES LOADING SPACES PROVIDED = 2 SPACES TMP 32 - 41 H 5torocJ e Management, LLG I .B. 1645 p. 6c12 D.B. 1313 pp. 111 TI lot) D.B. 04 . b" D.B. 031 . I1I,112 (plot) Zoned: HG p NOTE: This sheet reflects changes to the original Site Plan on Sheet 2, It is not intended to replace Sheet 2 f I II I I I� I I I -3 � 1 — — — — HIGH OPAQUE FENCE Storm Grate TMP 32 - 4101 � ❑UMPSTER ENCLOSURE ON T0p=534.ga ,� STL. REINF. P. CONC. SLAB Trinity Land Trust � � Existing Water And � �--- D.B. 1517 p. 43a _,;,._,._ •.. : � �.....�, 5„�,�� q D.B. 1517 . 446 ( lot} fr; ti ` `'rf ( 5, 5anitar Sewer Easement p p 4�,( D.�.1666 .73� ;f L Zoned L( ' I ,x.i .I 23' Y/� 2 ' DUMPSTER p y I A\p ro,�imat ° Lor at'on Of ` Blook Storage Building o U�.,19� 260 - I5'pl�ater tine 1^asement � � �' p ,...... ---- — I FF=544.75 i�.B, 73 p. i l l I 4�� 2 30\2 . f ,i`� 55 's . <wa �:' p ! I �' d-Ti' t EX . FF .=542.4+/- 1 it g �-- ; � ��:;..�..: ' d•,• . Existing i `i z� _ _... ...... -,.... - See Oe t 5 i n / „ �_.. - __._._.,.. •..�„_ -. (D '� � • wa � Ret. Wall Heights — a o ._ _, _.. w.�.. ._.... 1 Iron s t 1 She .._ _.�..._w- -1 p N3 r56 _......._.. .A r. �; v i ao .,i e � et _,.. - Ex.a� n 17-. 04u w_ _.e°�� n fD��.M. _ .- �---- _-_ .. ' "E 19 83 3 f �` �l -•.'.7 �F5^�o.0 �_ O A � 6 r 1p�51 /� G W �1 1' •, I '� I 9 /. tc=34.31'I 5g x h + x x• f r 1't LAD CAPrE Inv . =532, 5% _ 33.4 c. 5 ! 6 16 LTI 7t�.=�a.31 �k 1-- EAS- , ES-15"RCP � fi ; ` /f TC?36.66 ,� • — �` . — _...: ; — _ �_ ` _... „�! , , '� � � fw, '— _ j„"' ,� �n �� � �r F I r ,— — r r ~.'.,. 1 I.-'r='' '; fi . d _• -- ' — r f / 1�3 x : i it DI l " -- ` Tc.=� .,1 TOP=532.30-`""'-�--... EX ! a v, e d NO 5 W ``� - ____ � TQ 35 �K � " ; -- ! " � ^ r. '� ' I 20' Sanitary `15 6 ; f, �-- _ _ _ — -- - M -y Sewer Easement - �`^ 4 / 66 131 Y y ! 1 4 IC. 1 `� f�•3f.1) , r�. — r c I f ( -T3 T — I — 1 — 1" -� III -,� I 1 rF'� G �I P.B. iEf P. 2. f TC, 9IL, 201 5an1 ,. Semen - 20 W -- - . •-• * I \ --- • ' Ingress "'- Easement_ <-3 \ VEPGO Easement unspecified width 0.6 330 p.2g5 ---- - Iron F _ - -�--' fnd. o\ • 5tormwaier mona�em t pgreemen �--• D.B. 18 a R/IN Mon. fn S4f°31' 15"W d 135.90 '"/Ex . DI . -7 // TOP=530.16 I.20',-' Iron fnd. •;: 20' 5toirm Sewer Easement - asement 0,13. T265 p. 24 221. 31 ' Stormwater Manac}ement Ex. San. Mh. S51 °55' 49"W Ir 285. 51 g TOP = 534.61 P.B. OR p.25 L Ex. DI. $�' // / Top=529.5 \`�c7Q Inv. =525.2 •61 --- �/--------------------------------- -------- - -------------------`----__ ---------------- --- - --/--------------- 2q (�. ______----- ____________ __ / U.S. ROUTE f, A 15' Yeppoo EaSment D.B. 1660 p.6cil 38 Pk set In pavement 425' to 5t. Rt. 64q — Prof fit Road TMP 32 - 3-7B2 'rrginia Oil Gompon. Inc. D.B. 11,53 P. OP Zoned G-1 IJ J- Thorrons r No. 1443i3 r 1. w Z� 2 N 0 zo U Q °c W > o rV�•� 4 V Z w J 2 V CD 0 do �w UwW'- Uow N o; cc o fi 0. W g o� ay �CD (� w L r REVISIONS Revised: Jan. 10, 2001 Planning Comments DATE DEC. 5, 2000 rev. Jan.10, 2001 SCALE 1"=20'HORZ CONTOUR INTERVAL 2 FEET �Q 06 � � g 0 '` Z Z tL p 46J Z �W (z Z� � a 0 tJ M LL 0 :2 Cq pM cr) w ()a J� cZ G W W FILE NUMBER 12165 QyP�A�mprojl1286•IuIIEND SHEET 2N6 ADDITIONAL LANDSCAPING for 1.5:1 Slope Area KEY I SIZE QUANTITY VARIETY 8, CYPRESSQCYPARIS LEYLANDII-LEYLAND CYPRESS (with timber boxes) 24" 12 ELAEGNUS x ebbingii - SILVERBERRY 3 gallon 140 JUNIPERUS(common) - JUNIPER planted 3' on center with jute mesh. `00 20' WIDE X 10' DEEP X 8' �►' HIGH OPAQUE FENCE Storm Grate TMP 32 - 4101 0 L31 DUMPSTER ENCLOSURE ON Top=534.g8 Trinity Land Trust .i, : sTL . RE I NF . P. . coNc . SLAB I _ D.B. 1511 p. 43cl =3 4 � "Locotilon D.B. 1511 p. 446 (plat) zoned LI BuiIdin ApproximaN 61oc k Storage g 15 Water Line Easement T- o FF-544.75 D.B. 1515 p. III additional plantings with 1Q p.B. 466 p. 2691 3 jute mesh, on 1.5: 1 slope areaUM mI�` c mQ between existing landscaped areas. I �: L I i � U r.0 „� u, ` . r ax ,� rw ti � � N38 15 26 W in _0 C_ �, . ,�10 . Top 534.91 �� 17.04 11 X N� 3 i1f �I0 E 419 83 Ex . San . MO . iron w co / ,� �1. +r om w° a� �a �, '. �r. �. Top 542.47 SP.t'� er .. ,w. 'A` + +r:t ." 44 ate- ab " Ab ew .w o ,� Inv =532 57 tc=34.3i .5% TMP 32 - 41 H I 5torac� e Management, LLG M. 1645 p. 6q2 D.B. 13-15pIII (8lat) D.B. 1837r,,*,,2 pp D.B. 1831 p. (plat) Zoned: HG 23' X 20' DUMP5TEP PAD EASEMENT 05.1955 p.260 2 .7' 30.2' / Lo m Existing Water And Sonitar�y Sewer Easement D.B. 1666 P. 131 LANDSCAPING SCHEDULE KEY TY. SIZE VARIETY CANOPY 37A 37A1 A 6 5 3 1/2" CAL./16' ZELCOVA SERRATA - GREEN VASE ZELCOVA, 591 SQ.FT. EA. B 6 3 2 1/2"Cal./14' ACER RUBRUM - RED SUNSET MAPLE, 409 SQ.FT. EA. C 3 6 2 1/2"Cal./12' AMELANCHIER CANADENSIS-AUTUMN BRIWANT SERVICEBERRY 456 SQ.FT. EA. D 0 3 6' CEDRUS ALANTICA - BLUE ATLAS CEDAR 113 SQ.FT. EA. E 1 5 3 1/2" CAL. TILIA AMERI ANA - LITTLE LEAF LINDEN 254 SQ.FT. EA. F 25 16 18" SPREAD COTONEASTERIDAMERI 23 SO. FT. G 1 4 4 1 6" ILEX ATTEND TA - FOSTERI HOLLY 50 SO. FT. H 9 '17 18" SPREAD JUNIPERIS -!SARGENT ,.JUNIPER 32 SO. FT. I 43 38 24" ILEX CRENAT "GREEN LUSTRE "- GREEN LUSTRE HOLLY J 5 15 2 1/2"Cal./12' PRUNIS YEOD NSIS - YOSHINO CHERRY 245 SQ.FT.EA. TMP 32-37A TMP 32=37A1 SITE AREA 43, 122 SF , 46,014 SF 10% REQUIRED CANOPY 4,312 SF ' 4,601 SF CANOPY AS PER PLAN 9, 910 SF - - ---111. 864 SF . PAVEMENT AREA _ _ 2 H31 SF ' 27,580 SF 5% PAVED AREA 1,492 SF 1,379 SF INTERIOR LANDSCAP NG I F_ - I , ® I I® • 0 tc.=34.3 I.C.33.4 C.-33.5 , tc. 35.34 t +� L PT. 200 21 fPark g _ - - - - - - - - - - - -I -<1 ES-15 " RCP . Tc -•aB - - - _ , - - - - - - _ - - - -- �- - - - Storm Pipe ' ® `Stm Mh EX 65 �" - c.=�. Dirt r t TOP= 538� _ 4 „ f: WTOP=532.30 '°"^- TOP= M.Mh. Paved , N37 5 �. • ���M1` EX Stm. Mh. - } 20 Sanitary 15.56 _ - - -- - - --- ° ''� ' `•``- ~ _.� --�- - `"` � Sewer Easement _ -�' '� '`- ' "y� - _ - -- -- - - - G- D.B. 1666 731 24' 1, 34. • TC. F ifL O I N I 34.3iTC. 1 +33.82 34.39T F I S ES F Ex. Cork.. .walk,•r ;: G 1 7. 33.7 34.2 F 33.B2 0 I 1 NI+ TC. W o1 C to LO VEPGO Easement ' W �I �. Iron Set TMP 32 - 41A Anthony D. 4 Mary K. Valente D.B. I511 p. 451 D.B. 1511 p. 455 (plat) Zoned G-1 EX. San .Mh. TOP = 531.56 II.=520.16 IO.=519.96• i LO nu 00 I l � 13'• .j MI 1 � 1- 3 1 I 1 I- E) I TOP TC. •W Easement 10 ' __-- -�`-'- VEPCO Easement \ unspecified width \ D.B. 330 p.2g5 un5peclfled width G D.B. 550 p.2g5 F F =�� FF-534.47 proposed N.47 C 34.47 + 33.0TC.: - 34.Of 1C. , k, -0 �-o � 41 flirt ' 15" 11315. W021 +/_ � 4, ;44219. i24 15' IX 20 II­ QN D 20' Storm Sewer F F b 9 7 1 O Lnn cn Easement -cn D.B. 031 438 rri `-'' p' ° �:1 15' Vepco EaSment - = coo D.B. I668 p.6�il U rn ry - for Brick I (J) ru rrr o a o 00 , ' � ram+•- i 1 Ex ' cane.. walk. ;t7. � . � t.. .v: ', • : Saar. , , i I 24' Gross Access Easement c�v D.B. 1831 p.420 Ex.St Mh. , TOP=5i4.501 ilk �QQ���p,e��•,� .. �.. 20' Storm Sewer Easement Y. I H �� H E , F F F I - 24' Gross Access Ea5em t ' -- -- -- -- -- -- -- _-D.B. 1531 p.42S X.Stm.M-h- -- ----� �- - TOP=536.1� 20' Storm Sewer Easement o N ( X. Stm. Mh. D.B. 1265 . 243 and D.B. 118,3 038 I OP=539.47 Pave - - - - •�_ - - �-- 3 ' Bu In Se back L H ,Q 3 Sa .Mh. P � r: WWI : 4 Iron //Ex . DI -7 fnd. ° �TQ�� O % // TOP-530. 16 Ex. DI Tap=529.5 Inv.=525.2 .6 A/ ------ "'�--------------__------ -----------------__-------------------_____------- _----------- - _ -- --U.S. . L�� -- - ----------- -__-__---------------------- -------_--------- 2q �-J. 'Man em nt Agra D.B. S q p.2 kL 15' \/eppGo Eaement D.B. 166.5 p.6gl ----------------------------------- ------------------------------ -------------- ---------------------------- TMP 32 -- 3I62 Virginia Oil Gomponq Inc. D.B. IIb3 P. 035 Zoned G-1 .Mh. -- -- -- -- -- --- • Pk Set in pavement 425' to 5t. Rt. 64q - ---�-- Prof fit Road , 0:.- -N J. Thomas s Gel Lip;. No. 144:3B V(co w O W � N = Q �`N NQ a � (D p �W Sp O q U. p 0 y co � W V, 01 Z it °0 OLL W � U. W Z 4 0 W ai W (� w W = C) a REVISIONS Revised: Jan. 10, 2001 Planning Comments lo DATE DEC. 5, 2000 Rev.Jan.10, 2001 SCALE 1"=20'HORZ CONTOUR INTERVAL 2 FEET 0w Y r ti co W z oN LL co z a.Z ;�5, 4-1 to J 0. W W a W, ZV < Z Z 0 O cc CL w v� Z W� J� O Z rG W V) FILE NUMBER 1265 QWP0WaL\TM R00266•,4MM SHEET 2B/6 o - AI-1 AI B B/ • z O �i. H 0i rrllrrff'((11 PPv,� �,29oE h Q cc aqM ,\ i� Q h WGP9oE m Q W Q — ® oQ > O cc i,._i O ---__ 5I63' _ � /o - A -- 0 � "-_ � w > u w z I- �Z® ® 71 24'.ee o Gg51' y - 3a",ecP (D CA r \ EX/S7/.VG - 2EM0 ✓E �C o Vl 0•�/0 ry i I q V U ! \ \ _ - `" �1� �Ew Q 30" --- �A I N I m ,' \ O - ��C. G eJO d� r O O � 4't.2oMEN0) , ---------------- FILL BaT/o.✓! oFMH wl COAIC-,C677Z 9FTER til �11 Ali �P V \ �10 04' '� ' /8 ' U h v c s d N orn�v-voE.2 ,e 7 29 �9 ��9 /B ' /8 ':ecP '� p - _ - , � -4�= ,ecf' r � � �a /Z.4/ % r �' I ►N t N -'J�30 /o S�j o v C ' , I N�I QEMO ✓E E X/ST. el N o o -� V - yea-- o-;-�Itq V l9N c i l C' _ @, N I CE O >- LLJ G/ N W, �� > cr- D cn w_ G T O p N cn z � N •� �� I (Y) AZ I AI CC Q ® z n H CD CD z N W J T S LQ Q REVISIONS k . Q ��/ •��•' /.5 "Tc'Cf � �T' ' (j� EX GROUND -• — -- � ' _ - `" - - Q 570RM REK Z1161-0)0 •� /. 37 /o 1v I �` Q APRIL /9, /ODD DEC. 7, ZG`GD cv I �• I � � 53.z�' 45 f.3ULLT PROF/LE$. /%n� I N J�A�qtiI. Z5, ZOO/ ° G.. 73 `iJ ABUILT PROF. RUS. MARCH ZJ, zoo/ v, DATE OCTOBER 27, 1998 40TE � PROI//UE" I/2 " EXP101510,AY JOI"7,,5 F'OR K/.9L X6 1-0,14CENW' 70 CUP,31IJ0 OR 6U/LOht/G,. G,eyaiy� ,yo?E; AGL �/LG MATER/<JG TO BE /N�PECT.E/.�' •9t/O COMPACTED , SCALE 4" TYPE 4-3 //z" EXPJ41J5/OA/ IAIT c tiwTA ET By A gUAG/F/EO GEOTEcyt//C9L %4 " CONCRETE TOOLED 3O ` O.C.�/ , WITH Cc//C GWLK As Noted CONTROL. JO/AIT PREIWI DED EX,of1AUs/Ord/ 5' O.C. F/LL�R n W/RE' ME51-1 "'�''a's "`T CONTOUR INTERVAL g' (GXG /o//O) :'. ,j'4��? :.�nQ: ' G�'© /„ Sip ,' 8 ,.;:.'cx?. ao •' ` ' �?o: o' 4" ROLLED `GR411E1- ,6.46E l # Zl 57'OAIE ) DRAIAJAGE MAT ' 5'MAX ; Mhtl CJa6. •.r�",'c' cz�,g e> ,4 W/ WEEP HOLES II 'O.. 7-YPRC411_ i i COWDWCTED S!_/BGRFIDE OR PER cf3 /X_/�� W 'I Q 1�====•=__•_==•_ /„ THICK Q r Lli I� Q H z A5 BUILT R67-41 AIG11 0� o WALL:: DETA/L__CC " 53 %T.S.) w 'v ,45--FURA�/ISNEQ C3Y. A: Cr. D/GLARD, IAJC, SZ SI w � z CC 0 D Q 0 ►� 1 Z f to mLLJ m m � � 0- a 540 -� � ~ PROP. GRADE W CIO N /50 z 4 ^ 0 W.�. lZ" D.I.P. -- — —' - - _ ___ — — _ __ ____ _ TOP �5 5t / Z7. tirx� t� 30"RCP 0 5z0 J -- /GI/N. SEP. 5Z0 �O �0(9 SHEET 3/6 O i Z36.OGB �O. oW % \ EX. /8"D,/, ,(J J. Thomas G'aIa > ._ N ` N ��t1! LJC. No. 144 3B 5/0 0 5/0 `- S14AIIT14RY SEMOD? ,DROP/LE SCALE HoR/z. - /" = ZO' = /O' �� FILE NUMBERPERT, 1265 SHEET 3 OF 3 (ASBUILT PLAN) X D.r Y L. EXISt/,c/G Jill /Z ' D/.P. W.G. CURB _ le 8'x8' _ ----------- F'/-- /z rfIPP/,s/G PROR) 74PP/.UG _ _- DUM.PSTER --- - EXIST. IZ" D.LP wL R') AP E' X/5r �,�/L CUT/C �~- I • SGEEVE - (PROP.) AREH TALL , TNRU5T 1 CUT/C4P EX/5T. B COA/C. DI ' W.L. , I,U5T.4LL COLL ,4R TI•IR,UST 34OCK Z - ale-" ,B6LOw J MEGA - LUG t/ERT. (PROP) PLUG. SEE CO,UC. COLLAR DETAIL ° BELOW �01D (PROPO5ETD) - - (PROP.) �~- (PROP.) PARK/HUG .9REA 144TER .DIETER (PROP) (70 BE 5/ZED BY A.C.5.,4) WATER SER!//CE (PROP) I 4' S/DEI�AL K SEE REVISED PLAN VIEW REr, 11- 57'0/7E5 ON SHEET I ` ? `d!,5A Gf 4T��C /AlE r I-�L Air' l✓/E CCALE /"= ZO' 1 5ZD ,DOTE, THE CO,UT TOR .CS O,V A107-ICC THAT A HYDRANT WILL BE �UCHIyq� BL Y C.4,1/�IOT 8E TRELOC.4 EQ AI ol WAY TO HYOID LOS/,l/G 5E,9Y1Cc- TH/5 SHALL BE FIELD /,UYE.STIGFITED AT THE TIME OF COAISTRUCTION .BY A,U A.C. 5. A. 1A.A5PEC7'01?A,VO ME CONTRACTOR. DI -3A I �\ NOTE MAINT141i 5' M10NU/N 0 COXER OVER 70P OF to 14i WArERL lAJE. X g ao EX15r IZ" WL. W - ---- --� '-------- PROPOSE p W 4 0 Oi 0 Ali - IN WPC /Z" D.%P. CL. 5/ WATERL/,vE (PROPOSED) k 0 O v W cv4 Na qo w 10 `N N WATER MAIN � NCRET•E COLLAR I)E7i,4/L STEEL PLATE 0" x 3' x %°) ASTM A36 AND HEX NUT ASTM A588 (ITP) UNDISTURBED EARTH UNDISTURBED SOIL \� ��� 4-'DIA TIE HODS ffPI fiGC� � � ACT1/ 3/4ACRA /IYOI r (SCH 40) PVC SLEEVE---` fTl'P) PLAN CLASS A-3 CONCRETE b THRUST BLOCK MEGA' LUG PLUG OR CAP UNDIISTURBED EARTH MEGA -LUG PLUG OR CAP THRUST BLOCK 1W MIT, UNDISTURBED EARTH PPOF146 XIElul/ SCALE: NORIZ. - /" _ /0' I/ERT• - /''= /O' Y11EGUCH/t F. NYORA,U7 TO 41EDlAN i BARS 3 *5 BARS EACH SIDE 6 '06 BARS BELOW PIPE Fr6er�o'J � �'y'iro//rrai' or�r sf,-z�� on Gerd �.vi��r onch�i16,0/1 all �'ofbc►,-rd. ft3r berrrlr IV fYirvvy' /Z vrr Z sfrd�J ap b'0 > / ®J Jrs'Ov�r� �� �2•ir.J �/2 dC. %or fZ "finds f /offer PAINT ALL•ZX709EO 3TFEL WITH TWO COATS ON BITUMIKOU3 PAIMr. BEND PIPE SIZE A B C 0 E F I1%4• 1'-9" 1-3' 2'•6" 1'-2" z'-o.1 1y4" 8 • Ill' • 3' 3' -0' 2 -6 I'_-_� 2 • a:' 1 114' 10" 2'-3" 3'-g' 2 •6'.2 -D- 3 -0" 2" 12- 3'-0"14'-3" 3'-0 2'-!r /B" 37a I3'-6" } .3" S-0" 4'-6 2 /2' ZZ %Z• - 8'I ®" 2'-t" i -t' 3 1o" 3,-3* 3'-0" 3'-0" 2-9" 3'•6" 3'-9" 4'•3- Z' 12" 3'-9" 6'-Y' 3 -0" Y" 45- 3'-0' 6'-0" 3'-0"13%3" 3%31 2 V4" 3'-0" 1-a" 3:7 ' z V4" 4• " 1 z" s -3" i .�' 3'-3' s'4' C11,4Ar AOA' SECTION NOTE: I.WHEN THE CONCRETE COLLAR IS INSTALLED ON THE OPPOSITE SIDE OF THE VALVE OR WHEN A VALVE DOES NOT EXISToRESTRAINING RODS SHALL BE INSTALLED TO THE PLUG. ?-ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPINALTIC PAINT AFTER ASSEMBLY. 3.CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 4XIMENSIONS SHOWN BEYOND THE TRENCH WIDTH .ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER 1XIRING CONSTRUCTION,THE COLLAR DIMENSION'S SHALL INCREASE ACCORDINGLY. Uses lilil '1ri(: sraeAe % Del Ail. Ptrt saes. r'/vim ✓ic.: r Jr�o iP�io'P.�r - 111MLn/ Mehl a( S/d hrar.�/uf �� two% �,s/•e+r /if/Gt71. /�1J�C j/4••9�k'f�lorBC//S dro. errYi-✓ .rir� s/et°/,%ce ° � •�/O%Zi S/d 9o'/IcaF C/osf S�i�rl0/V IN AN I IBM I FIG. W - 3A TD- Is EXIST. lE" W.L. OL>I~T.j 550. J.-Thomas Gala- > LiC. No, 1443D 540 530 5E0 CONSTRUCTION SEQUENCING NOTES FOR WATERLINE RELOCATION 1. As a first step, the horizontal and vertical alignment of the existing waterline shall be field 'verified under the supervision of RWSA personal and a survey crew to assist in making the necessary measurements. 2. Based on the Field Survey Data a revised plan and profile will be generated by Roudabush, Gale and Associates, Inc. based on the information generated in step 1. Copies will be submitted to ACSA and RWSA, 3. Upon approval by ACSA and RWSA a meeting with ACSA and RWSA will need to take place to assure that the construction sequence to relocate the line will minimize interruption to service from the existing line. 1 PLACE 4 ' GALY "WITNESS. POST PAINTED SLUE TO / INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO O HIGHWAY DEPARTMENT APPROVAL. FINISHED BAADE o UAli •� e ADJUSTABLE VALVE BOX W/ LID. E BINGHAM 5TAYLOR FIST. NO. 4905 iD OR APPROVED EQUAL. Fill • M.J. GATE VALVE LINE WATER rf:®: 2500 PS-1. CONCRETE :®: • :. ®' THRUST BLOCK. :;:.o a - BEARING AREA. MOTE: IN REMOTE, AREAS, VALVE BOXES SHALL EXTEND SIX (6) 114CHES ABOVE GRADE TYPICAL GATE VALVE FIG. 'W-5 IV-17 0 L. • f 4' '•� �-e' • H.%�* •1/yl/Offs .; PLUG I ,•'I. AV- T ail mar . I •/ d V I r.r. FOR ALL BENDS FOR TEE OR WYE FrrTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED u� 3'm11a 4 r - 4CP maba fs .' ` 71 H H:•.� ` .'';: -L BEDDING4. :a AS REQUIRED PLUrRval G 4'."• 450 rein T----4 1..-•- T SECTION- I SECTION- 2 PIPE DEGREE SEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CUYD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 `411 a 61+ ` 225V 1 2.00 is? &I 8 2.00 2.25 2.50 0.13 11 15 1.50 2.00 2.5 1 .21 ,+ 45 221/2 2.66 1.66 2.56 2-I6 2.77 2.69 Q2 4 I 3.16 2.91 2.66 O. 32 11 1/4 1.66 2.16 2.67 0.13 1211 90 4.83 3.83 3.42 0.82 0.43 3 83 4.00 2.83 0.52 22 1/2 2.33. 2.58 2:86 0.24 11 1/4 1.83 2.33 2.84 0.16 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION. CHANGES S17F n€an rung 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 VERIFY THE TYPE B SIZE OF ALL THRUST BLOC" i CONCRETE THRUST BLOCKS FIG. W-3 O U ICU a CU N s UH Q z H 0 � /"� �1 J 0 CC H > U) Ir O J W J J I..LI U _j > U3 F -I z W O o v a � U CD U) Cr cn O M CL U)rr W < C:) (fi LL Z Z < I LJJ W a• 3 ® H 0 Z Q REVISIONS APRIL li /i DATE Feb. 15, 1999 Z CL W Q Z <m 0 �Q O CC U H �-7 CC � I- (n of LLJ Q J CU U) U 1-- Z � 0 O QQ UJ o 0_ LLj ¢ O a� w U O LULLJ CD Q (N o< ZX I--•1 Uj M X W< CL U) o-- FILE NUMBER 1265 SHEET 5 � � 11 550 540 530 520 13 , PROPOSED Biock Siorage E3uilding SAN• MH' - TOP=547.0+�� II =537.2 ' 536 CUT/CAP EXI 534_---- --- - BLOCK` -M ERJ T- UG -RELOCATED } waterline`0 existing YORANT " W to be a FROM ' A.. TO B- -- __- - • . � - -W - 1 \ \ 3 W 170.00 f t— 46 \ \ \ 52 '-------- '\ \ a X SEE St 12X// 8°ram \ L1J ARV . - J `F \ yyATER�-INE W •----' .. r • � o / � s o .. ..• . p ... �..: _ . o . i:�. o p......: �,. p \ \ � EXISTING _..•- - ED a o \ / \ L o a / \ t 13: IFF FF G LTC). 'o \ Lu Io FF=533.8 \ \ iCD F F F CD I -! i i I C i � _ / 33.8 p' 5 33.0 5' 32.4 TC. . c \ L1J \ i s i ' y M.5; X (U cv \ 1 _ .. _. _ _. ` - ..- ._ _ _ - -_ _ _..: - _ -_ t EX. 'TOP = 531.56 F 63 I I -520. 16 F \ \ Lo I + i _ ._ - I0.. =519 i , J_-TOP 531. 1 F , \ \ EXISTING BUILDING ' HJ6X. 3j�re 532 CUT/CAP E�IST . W.L. / / ��- \ ,INSTALL THRUST , A , BLOCK G MEGA -LUG PLUG T RUST BLOCK P- -/— 3D� ` 12'* TAP SLEEPL!UGVE' / 131 AO FIN 12' G. ; j--f- -�--- G. PROPOSES_ I I � �---r T =528 . - J \ \ 12" TAPS?EEVE 12]G\v- 52 --7 S46 °33' 00,.W \ \ \ EX. F.H. — — ` \ I I \ ( ' \ \ N o G G, 30 TOP=529.8 \ o \ 6�30 t \ \ \ 18 2 4 f S 46 58 ' W 1'1 VA \ i VA A 'i "( D.I. W.L. Q C�UTH RIVANNA S. B ° L e €-TH REVANNTAM.- _.._.�___.___ ROUTE 2� U. S. I NOTE: SEE WATERLINE DETAILS ON SHEET 5/61DATED APRIL 19, 1999. SCALE I" = 20' 20 10 0 20 40 SCALE IN FEET i c NOTE: IMAINTAIN 31' MINIMUM + COVER OVER TOP OF ! + 'WATERLINE . # t c 711 co seminole ;commons1 j + ? propose gra ing I c } Po fe n t cu future glriading # \ c LU `�� J + '-- Q 1 ? l ? f , f{ !! p FZ-3 I z n > W # Z H Z ( ( z ( (it cr X CD Cp Cd i ( SANITAR 8„ D.I. SEIWER No �~ t € ( a W xLu w� # I u+uu 1*vv d*rfv 3+UU 4+00 550 A $ 530 520 t 434 P, S U I U w �. 0 ^ W 04 W Z �(o N� � NQ C' Qr ZO U cr 0 ®� WZ, � VQ ®W �3 z � N a0 CO 0L. WL0 �wCOIJ OC CC p ti 4 uJ cp vt Z Q g T- 00 W Z Q W = REVISIONS MARCH 31,2000 RWSA Comments DATE MARCH 27, 2000 SCALE 1" = 20' HORZ VERT CONTOUR INTERVAL 2 FEET z r a. 0 C0 co® a W� ®a 0 wz LL N ® CC 0 a�cc ZOLLI> w Luz cl) W LU ®�� CC� W �QC CC Q (L o M oC 9 UJ �- � 02 W z cr 2 FILE NUMBER 1265 Q/J P0W E W iM PROJ/1265. PRO SHEET 5A/6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 050 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.50 0.50 0 0 0 .1 .1 .1 .1 1 1 .2 .8 1.5 5 .1 0 1 1 .8 1.4 5 .1 0 .1 .1 .8 1.�45 .1 0 1 1 .8 1.4 5 1 0 .1 p. 8 1.4 5 .1 0 0 0 0 0 0 0 0 0.50 0 0 .1 .2 0.!3-)D n uzZ T 0 0 0 0 0 0 0 .2 .2 .2 1.3 6.2 0114.9 4.2 .9U22 1.2 6.2 4.9 4.2 .9 .2 1,2 6.2 14.9 4.2 .9 .2 1.2 6.2 14.9 4.2 .9 .2 1.2 6.2 14.9 4.2 9 0 0.50 0 .1 .2 .6 1.1 1.4 1.2 8 .5 1.2 3.8 5.6 3.1 .1.2 3.8 5.6 3.1 .9 .3 1.1 3.8 5.6 3.1 .9 .3 1.1 3.8 5.6 3.1 .9 .3 1.1 3.8 5.6 3.1 .9 .1 0 0 0 0 0 0 .1 .5 1.5 3 4.7 3.3 1.5 .7 1.2 2.2 2.7 1.13 . 1.1 2.2 2.6 1.9 .9 .4 0. 0 1.1 2.1 2.6 1.9 .9 0,50.1 .4 5 1.1 2.1 2.6 2 .9 .4 .4 1 2.1 2.7 2 . .9 .3 .1 0 0 0 0 0 0 .1 .2 .8 2.8 6.4 13.4 7.1 1.7 .9 1.1 1.3 1.3 .8 .6 .7 .9 1.1 1.1 1 .7 .8 .9 1 .9 .8 .8 .8 .9 1 .9 .8 .8 1 1.1 1.1 .9 .6 .6 .9 1.3 1.3 1 .5 .2 .1 0 0 0 0 0 .1 .2 1 3.6 9'.5 1.7 2.8 3.2 2 .8 .6 1.4 2.8 3.1 1.9 .9 .6 1.4 2,8 3.1 1.9 .8 5 .9 2.1 3.2 2.6 1.3 .6 .9 2.1 3.2 2.6 1,2 .6 .9 2.1 3.2 2.6 1.2 .3 .1 0 0 0 0 0 0.50 0 .1 .2 .8 2.9 6.4 12.7 6.6 1.8 1.8 5 6.3 2.6 .7 5 1.5 5 6.2 2.5 .7 ,5 1.5 5 6.2 .5 .7 .8 2.9 6.3 4.6 1.3 5 .,8 2.9 G.4 4.6 1.3 .5 .8 2.9 G.4 4.5 1.2 .1 0 0 0 0 0 .50 AO 0.50 1 .2 .6 1.6 3 4.6 3.3 1.6 13 12.9 2 8 2 Q7 3,2 13.7 6.7 1.3 .3 .7 3.2 13.7 r1 6.7 1.3 .3 .7 3.2 13.7 G.7 1.3 .2 0 0 0 0 0 0 0. 1 1 .8 1.2 1.5 1.2 .3 3 O O 0 A C 2 R I E .1 .1 .3 .8 1.2 .4 1.1 .7 3 0 0 0� ii 1 .2 .6 1.5 2.9 4.3 3 1.3 4 0 0 0 0 0 0 0 0. 0 1 .2 .8 2.7 6.1 11.9 5.7 1.3 3 0 0 0 0 0 0 0 1 .2 .9 3.5 8.9 1.2 0 1 1 1 0 0 0 0 .1 .7 2.4 4.3 6.2 .9 < 3 0.. .2 .3 .2 .1 0 0 m ® ® IN Es IN ® is IN Is M 0 .1 .4 1.1 1.6 2.2 1.2 1.3 1.1 2.2 11.3 18.7 19 15 21.2 14.3 20.4 17.6 16.3 21.1 13.9 19.8 3.9 1 1.1 1.4 1.2 1.9 8.6 20.1 14,6 17,7 17.7 14.7 20.4 12.8 20.7 12.8 20.4 14.6 16.4 3 k,3 1. 1 1.1 5 .1 0 0 0 .1 .2 4 1.1 2.8 4.5 7 6.5 3.7 3.2 3.1 3.2 3.1 3.2 3.1 3.'2 3.2 3,2 3.2 3 2.6 1.7 2,6 4.1 .1 7.4 -.9 3.3 3 3 3. 3 3 2. 3 2.13 3 3 3.3 3.8 5.9 7 5 2.8 1 .2 .1 0 0.50 0.50 0 0 1.1 11.7 4.6 2.1 1 .8 .8 .8 .9 .9 .9 .8 .8 .7 1.2 3.1 6.1 14.5 5.2 2.5 1 .8 .8 8 .8 .8 .8 .8 .0 .8 .9 1.9 4.2 1 .9 8.3 3.6 1.2 .2 .1 0 0.50 0.50 0 0 2 8 2.3 3.6 4.9 4.7 3.2 1.8 .8 .4 6 8 .8 .7 .4 .4 1 2.5 3.9 5.2 5 3.1 1.7 .7 .6 .7 .7 .5 .4 .4 .6 .7 .8 1..5 2.8 4.1 4.5 3.7 2.4 -.9 .2 .1 0 0 SO 0 0 0 .1 5 .9 .9 1.4 2.2 3.3 3 1.6 .6 .3 .5 1.3 2.4 2.6 1.6 .7 .3 .4 1.2 2.7 3.4 3 1.8 1.2 .9 8 1.4 2.2 2.1 1.2 5 .3 1.2 2.1 2.3 1.9 1.4 1 1 8 9 .5 .1 0 0 i 0.50 0.50 O.SO 0 0 0 2 (6 2 S.2 5.2 2 .3 4 1.6 4.7 5.4 2.3 .7 3 1.1 3.6 5.5 3.6 1.2 .�7 2.1 4.8 4.4 1.7 .5 •3 .5 1.7 4.4 4.9 2.2 .8 .3 2 .2 .2 .1 .1 0 0 .510 0 0 0 0 1 .1 .1 .5 2.1 11 11.8 2.1 .5 .1 .4 1.7 9.6 13.4 2.6 1 1.1 5.1 4,4 5.1 1.1 3 2 6 2.4 12.6 10.9 1.7 .4 2 4 1.7 10.9 12.6 2.5 .1 .1 1 1 1 0 0. 0 O.s 0.50 0 0 0 0 0 0 0 .1 1.4 1.4 .2 .1 0 ,1 1.1 1.5 .3 .1 0 .1 6 1.4 .1 .1 .1 .1 4 2.2 1.8 .3 .1 .1 .1 .3 1.8 2.2 .4 .1 0 0 0 0 0 0 0 0.50 p, 0.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .1 .1 0 0 0 0 .1 .1 0 (0 0 0 0 0 0 0 0 0 0 .0 ELEVATION 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /0 0 0 0 oa 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 (0 0 0 0 0 0 0 0 0 1.1rL•"41: ru tMuum1 12" (305 mm) AREA CUTOFf FLOOD Balhgl H6u�lnp. Roll alilar Searrdeea. Specula' hammartone wrapper do cast awrnirxrrt. with semlepewlar sides. Capacitor Finish colon bronkei. 1.5' (38 mm)L712' (305 mm) (Where -(Included) re4ulred) ® 5' (127 mm) Coed. 24' I.Amp blda (610 mm) 1 long. 11i CID" - Gal" \ Lent Frame. Pole Mount. Compaimem Die cart aluminum Finish color; bronze. Corer door frame aeuxea Pdented lens; sealed with Hinge skone gasML Assembly Finish color black. WALL MOUNT 12" (305 mm) AREA CUTOFF FLOOD BYlatB Housing i#Mla 11- Sserrkless, SPera+Ier harmwrtdne wrapper da cant aluminum. wish semi'epawler sides. Finish color bronze. 1.18' (30 mm) --- 0121 (305 mm) required) -IAMP 112` Conduit (Included) g,wy S. (127 mm) - Lampholder Ad)ustaNe Duklighl Shield 01 to 301. Wag Mount Box. Sat" For surface wiring Compatmenl Lana Frame. or entry. Cover Die coat alumkwm Finish color: black. door frame secures pabMed *w sealed with Hhge sWcone gasket Aaeembly Finish color; black. MA FIXTURE MOUNTING HEIGHT: 12' MAC SERIES (10' POLE + 2' BASE ) 12' MrACW SERIES - WALL MOUNT, * FIXTURES TILTED O(ZERO) DEGREES ABOVE HORIZONTAL. POLES MEET 00 M.PH EPA RATING, LABEL QTY CATALOG # & WATTAGE DESCRIPTION LUMENS MF MAC 21 MAC1615-M (150W PSMH)12" AREA CUTOFF:./ W/BACK LT. SHIELD 13500 .8 RC 14 RC0615-1 (15OW PSMH) 16" CANOPY LIGHT 13500 .8 MACW 6 MACW615-M (150W;.PSMH)12" AREA'CUTOFF.-./ W/BACK LT. SHIELD 113500 1 .8 POLE 10 PS4S10C1BZ 10' X 4" SO- STEIEL POLE - SINGLE DIRECT. MOUNT FP OLE 3 PS4S10C2BZ 10' X 4" SQ, STEIEL POLE - TWIN DIRECT:MOUNT(180) POLE 1 PS4S10C3BZ 10' X 4" SQ, STEIEL POLE = TWIN •DIRECT ,MOUNT(90) POLE 1 PS4S10C5BZ 10' X 4" SO. STEIEL POLE - TRIPLE DIREI:T,MOUNT (90) NOTE:. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP EMITS 3,000, OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. NOTE: THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINAIRES ONTO PUBLIC AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. )7F S&D WViff 16" (406 mm) RECESSED CANOPY LIGHT r)Wwiag. Repeetor, j 89 aMae. PreMMked rpeculae I dieenteNimfnum. sWnunum. . Capacxoe >11eP O 16' (400 n • (When raqu� e.Wtat insulation -� gelactor Patented min" , Assembly Lampholdee Trim Frame. Lena.' Finish color whtb. h* lmpad,113 t y" 011.25' (436 mm) 0A laff"red 914- tamp (1-wed) 6.5'(165 mm) .V erlrcket. Adjuslahne W up to 1' (25 mm) `iling ttMckns,e a Holt token Cap Lem Frame. Die art aluminum door frame secures lens•. soaied with aftaoe gsakeL Finish color; while. POKE HEIGHT= 10' �o ado QIF BA E HT . = 2v 7 y v v Yyw S-7ivy �m n0ti t-7 `?tY, e 0p r� 63 ejr• J. Thomas Cale Lic. No. 144 3B _ ILLUMINATION RESULTS SHOWN ON THIS LIGHIING ESIGN ARE BASED ON RC4-16 SERIES PROJECT PARAMETERS PROVIDED TO RUUD LIGHTING USED IN CONJUNCTION . WITH LUMINAIRE TEST PROCEDURES CONDUCTED UNDER LABORATORY' CONDITIONS. ACTUAL PROJECT CONDITIONS DIFFERIN(S FROM THESE DESIGN PARAMETERS _ MAY AFFECT FIELD RESULTS. THE CUSTOMER IS RESPONSIBLE TO VERIFY COMPLIANCE WITH ANY APPLICABLE LIGHTING OR E ERGY CODE. OL.E G0�1f10N5 �:= PROJECT: SIMI, MAINTAINED FOOTCANDLES SHOWN AT GRADE GRAD CONTRACTOR: L G6ND5 DEVELOPMENT CO. M. ......._....: PILE: C ; \AGI\ OBS�9061�sLD2 . AGZ AVERAGE = 1.85 fc MAXIMUM = 33.7 fc MINIMUM = 0 fc SGALe: 1" =2' FEET n FdU UMAX/M.IN = 0 DATE: 06-15-1 99 (�L�G 4"(f T O L � - .ill Il tl�J NING co•.4t ENGINEER: GRA BQO/23G-7000 SHEET 6 / 6 '0.0 °0.0 0.0 0.0 A0.0 0.0 °0.0 0.0 '0.0 00 0.0 0.0 0.0 '0.0 'O.b 0.0 0.0 0.0 0:0 0.a 0.0 0.0 0.0 0.0 0.0 0.0 °0.0 0.0 0.0 0.0 '0.0 °0.0 °0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 °0.0 0,0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0:0 0.0 0.1 0.2 1:3 2.2 0.6 0.2 0.1 0.1 0.3 1.3 2.2 0.6 0.2 0.1 0.1 0.3 1.3 2.2 0.6 0.2 0.1 0.1 0.2 1.3 2.2 0.6 0.2 0.1 0.1 0.2 1.3 2.2 0.6 0.1 0.0 0..0 0.0 r1l © D © U 0.0 0.0 0.0 0, 0.0 0:0 0.1 0.3 1.4 7,3 12.2 3.5 0.8 0.2 0.3 1.4 7.3 12.2 3.5 0.8 0,2 0.3 1.4 7.3 12.2 3.5 0.8 0.2 0.3 1.4 7.3 12.2 3.5 0.8' 0.2 0.3 1.4 7.3 12.1 3.5 0.8 .1 0..0 0.0 0.0 0.0 0.0 0:1 0.1 0.4 1.5 4,9 6.6 3.3 0.9 0.4 0.5 1.5 4.9 6.6 3.3 0.9 0.4 0.5 1.5 4.9 6.6 3.3 0.9 0.4 0.5 1,5 4.9 6.6 3.3 0.9 0.4 0.5 1.5 4.9 6.6 3,3 0.9 .2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 *0 .1 0,1 0.3 0.8 114 1.6 1.2 0.5 0.3 0.4 0.8 1.4 1.6 1:1 0.6 0.4 0.4 0.8 1.4 1.6 1.2 0.6 0.4 0.4 0.8 1.4 1.6 1.2 0.6 0.3 0,4 0.8 1.4 1.6 1.2 0.5 0.2 0.1 0.0 10 *0 *0 *0 *0 *0 10. *0 : • '0 10 • 10 10 *1 10 *0 *0 *0 *0 *0 *0 *0 10 10 *0 • • e • *0 *0 *1 *0 *0 *0 *0 *0 o • *0 o e 0,0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.9 1,0 0.8 0.5 0.4 0.6 0.9 1.0 0.8 0.5 0.5 0.7 0.9 0.9 0.8 0.5 0.5 0.6 0.8 1.0 0.8 0.6 0.5 0.6 0.9 1.0 0.8 0.5 0.4 0.6 0.9 1.1 0.8 0.4 0.2 0.1 *0 *0 *0 *0 b *0 *0 *1 '3 *4 *2 *0 *0 *1 73. *4 12 : *0 *1 *3 *4 *2 *0 10 • *2 • • *1 *0 *1 *2 "4 '3. 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'T i . u *i z. .7 1,. 6 7i .7 0.0 0.1 0.1 0.7 3.5 6:8 7.5 7.5 4.5 2,2 2.0 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.0 1.8 2.4 6. E 11.0 11.2 7.1 2.5 1.5 1.8 1.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.4 5.1 18 .2 8.7 6.4 0.0 .1 0.2 0.8 4.0 8:6 11.2 9.7 4.9 1:4 0.7 0.6 0.6 0.7 0.7 0.7 0.6 0.6 0.7 0.7 0.7 2.0 6.9 11.5 11.8 7.3 2.3 0,-1 0,6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 1.6 5.5 10.6 13.5 8.1 0.0 ° .0 0.1 0.6 2.1 °2:9 2.8 3.2 2.9 1.3 0.7 0,5 0.5 0.6 0.7 0,6 0.5 0.5 0.7 0.8 0,8 1.4 2.6 2.5 2.6 2.6 1.5 0.8 0.8 0.7 0,5 0.4 0.6 0.7 0.6 0.6 0.5 0.6 0.8 1.4 3.0 3,0 2.8 3.0 0.0 .0 0.1 0.3 0.6 0:7 1.0 2.2 3.6 3.1 1.5 0.7 1,1 2.4 3.0 2.0 0.9 0.9 2.1 3.2 2.6 1.3 0.9 0.7 0.6 0.8 1.3 2.5 3,2 2.3 1.0 0.7 1.7 2.8 2.7 1,4 0.8 1.4 2.9 3.4 2.4 1.2 0,.7 0.7 • *0 • o (.0 '0 • • A c. *2 10. *1 *5 *8 *3. *1 '1 *3 *8 '5 '1 *0 s • *0 *1 *4 18. *4 '1 *0 *2 *7'. 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T-3-I I . 0 0. 1 0 .1 07J % b 0-3-9 *u . 8-- Od 8--8-Z- �r-0. 5-r 0 . 5 .1 00.0 0.0 0.0 0.0 . 0:0 0.1 0,1 0,3 0:2 0.1 0,1 0,1 0.2 0.4 0.2 0.1 0.1 02 0.0 0.2 0.1 0.0 0.0 0,0 0.0 0.1 0.2 0.0 0.2 0.1 0.1 0.1 0.4 0.3 0.1 0.1 0.1 0.2 0.3 0.1 0.1 0.0 0.0 • *0 e • : *0 *0 '0 o • • *0 *0 *0 o *0 i *0 *0 • o *0 : *0 *0 • • *0. • *0 *0 • s *0 *0 *0 • • *0 o • • • 0.0 0.0 0.0 0 0 0.0 0'0 0.0 0.0 0.0 040 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 EL ♦ *0 *0 • : e w *0 '0 ♦ • • • *0 ♦ • *0 • o. *0. *0 + *0 *0 *0 *0 o *0 • *0 *0 *0 *0 *0 *0 e e *0 o *0 • *0 o a 0.0 0.0 0.0 0.0 .0 00 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 o.0 0.0 0.0 0.0 0.0 0.0 0.0 *:0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Luminaire Schedule Project: Project 1 Symbol . Qty Label Description Lumens LLF --z 19 MAC MAC1615-M (150W PSMH) AREA CUTOFF 13500 0.8 (� 14 RC RC0615-1 (150W PSMH) RECESSCANOPY 13500 0.8 8 MACW MACW615-M (150W PSMH) AREA CUTOFF 13500 0.8 ADDITIONAL EQUIPMENT: LABEL QTY CATALOG * I DESCRIPTION LUMENS MF POLE 11 PS4S10C1BZ 10' X 4" SQ. STEEL POLE - SINGLE DIRECT MOUNT POLE 3 PS4S10C2BZ 10' X 4" SQ. STEEL POLE - TWIN DIRECT MOUNT(180) POLE 1 PS4S10C3BZ 10' X 4" SQ. STEEL POLE - TWIN DIRECT MOUNT(90) POLEI 1 JPS4S10C5BZ 10' X 4" SQ. STEEL POLE - TLRIPLE DIRECT MOUNT(90) * FIXTURE, MOUNTING HEIGHT: 12' MAC SERIES (10' POLE + 2' BASF.). 12 ' MA.C'W SERIES - WALL MOUNT. * FIXTURES TILTED O(ZERO) DEGREES ABOVE HORIZONTAL. * POLES MEET 80 MPH EPA RATING. 10' rth ,I h Lic. No. 'I 44 3B Sheet 6A / 6 I/ F 20' Sanitar Se To be ' e', Easement 2 O' Dedicated To F )` 30 SBL F x.DI. 7 \ OP=52 .18 IL I I I --A-- _ 13 Ex. DI. Top=529.4 RIMY ADDITIONAL LANDSCAPING for 1.5:1 Slope Area KEY SIZE QUANTITY VARIETY 8' 3 CYPRESSOCYPARIS LEYLANDII-LEYLAND CYPRESS (with timber boxes) 24" 12 ELAEGNUS x ebbingii - SILVERBERRY au 3 gallon 140 JUNIPERUS(common) - JUNIPER planted 3' on center with jute mesh. Existing Water And Sanitary Sewer Easement D.B. 1666 P. 151 LANDSCAPING SCHEDULE KEY OTY. SIZE VARIETY CANOPY 37A I 37A 1 A 9 6 3 1/2" CAL./16' ZELCOVA SERRATA - GREEN VASE ZELCOVA, 591 SOFT. EA. B 6 1 2 1/2"Cal./14' ACER RUBRUM - RED SUNSET MAPLE, 409 SQ.FT. EA. C 3 6 2 1/2"Cal./12' AMELANCHIER CANADENSIS-AUTUMN BRIWANT SERVICEBERRY 456 SO.FT. EA. D 0 3 6' CEDRUS ALANTICA - BLUE ATLAS CEDAR 113 SO. FT. EA. E 2 6 3 1/2" CAL. TILIA AMERI ANA - LITTLE LEAF LINDEN 254 SO.FT. EA. F 34 30 18" SPREAD COTONEASTERIDAMERI 23 SO. FT. G 4 4 6" ILEX ATTENUITA - FOSTERI HOLLY 50 SO. FT. I 42 38 24" ILEX CRENAT "GREEN LUSTRE "- GREEN LUSTRE HOLLY _ J 5 5 2 1/2"Cal./12' PRUNIS YEOD NSIS - YOSHINO CHERRY 245 SO.FT.EA. TMP 32-37A TMP 32-37A1 - --' SITE AREA 43,122 SF , 46, 014 SF 10% REQUIRED CANOPY 4,312 SF ' 4,601 SF CANOPY AS PER PLAN 10, 874 SF . -- _ 1 779 SF. PAVEMENT AREA _ I _ 2 31 SF' 27,580 SF 5% PAVED AREA it r MH 1, 92 SF 1,379 SF INTERIOR LANDSCAP NG I I I _ I I . I 1 17.04 x �" �' Iron Set an. M Iron) w Iro Top1542. 47 Set /MLAl .k ° ' �10 " E Q 19. 83 A X 20 I p 8' Dump 2 9.62a; - Inv .532. 57 0 LAND CAPE r Ln A s M __ IsASIT _ J I _ M .I N Pap g I C _ - - - - - �- _ - - - - - V�'� . Mh. - - .i-- C- Storm Pipe M . _ _ - B - - - - - - I I - _'-- - �- 35.35 - -- '�--�' EX . Stm. Mh..,35 (DI-` - .�-� TOP 538.65Paved EX. DI-1 -,>.. I I=527.90 (C2) ° / - �II1=527.499 C IO=524. 71 (C1) `....---- -�- Paved ^ - - _ 33. 45- N 3 7 5 4 4 W _ - I0=533.45 _ _ I 15.5 ~- _ _ _ - ---- - - --- - GoN F - - - - - - - - - - F LO I NF co 24' I F I B C� U 34.39 T F S F ES , F Ex. cQnc . walk. C,G a I 34.2 rc. F13 \ z �I C ' oC G w o N I N >I VEPGO Easement I `11 c.A.i I F F F 0 unspecified width J D 20' Storm Sewer A s b u i 1 t ( I C 0 N ,�, N _ D. 330 p.2a5 I AC ^� \ Easement F F = 5 3 9 . 17 \ I I d > TMP 32 - 41 A M D.B. 03-I p. 458 , : , , CA c, � Anthony D. fl I �' a, - --' _ 15' Ve c-o Eo5ment m pp N _ `k`y CO Brick k D.B. 1668 p.6q I I � Mary K. Valente M 31 C FF 534. 47 Q 1 Story Br , D.B. 1511 p. 451 �I_ proposed AW D.B. 1511DQb cc) 3 p. 455 (plat) _ I � I I � � Zoned G-1 G „ FF F �� G CI � I , Ex . cone. walk r F F TMP 32 - 41H1 5toraPE3. e Management, LLG 1645 p. 02 D.B. 157 pp III lat) D.B. 183� p. 718 D.B. 051 pp W Zo. 11 I,I 12 (plat) ned: HG ° 20' WIDE X 10' DEEP X 8' HIGH OPAQUE FENCE Storm Grate TMP 32 - 411)1 IDUMPSTER ENCLOSURE ON Top=534.ci8 ry STL. REINF. P. CONC. SLAB Trinity Land Trust -h m D.B. 1511 p. 43q Q D.B. 1511 p. 446 (plat) Zoned LI I p7 0 25' X 20' DUMP5TER I e Buildin Approximate Location Of I I PAD EA5EMENT BIoGk 5t( g 15 Water Line Easement o DB.IcI55 p;26o FF=544.75 D.B. M5 p. 111 III 3 2 .7 ' 30. 2 additional plantings with �,� i� B 466 p. 261 3 - - jute mesh, on 1.5: 1 slope area � o� III c 4 �, landscaped areas . 0 Io aydf Ia�a between existing LO Ex.DI.-i ro In +�r rr �. r,X c ro Top=534.91 I I N N38 °15' 26"W I U �` � �. \w IO=524.771 I+I .3. 1. 4 °Y Al. EX.San.Mh. TOP = 531.56 EX.DI.-1 TO 531.3 II.=520.16 I0= 26.6', IO.=519.96 Ingress Easement VEPGO Easement A unspecified width D.B. 330 p.2g5 _ - Iron -_ fnd. I I Paved Q 24' cro55 cce55 Easement Ex Stm.M '. TOA 4 50 c`ry D.B. I 3 p `}28 II 521.15'('BC) IO=521. :0 Existing - Ret. Wall Heights See Detail on Sheet 3/6 3.4' 3 .8 EF B1 24' Gross Acce55 Eo5em ' t - - - -D.B. Ib5-1 p.428 - - - TOP=536.17 I0=526. 47 ement D.B. 12655to rm 245 and SevrD B5105 p.05b Pave - - - - - _ i n _ Se back -Cinr - F . ent A9 men . - 4 2 , - emen�t D.B. 65 � A 25 A Mo � Iron fnd. Aan�40- 5tormw "E30 m ZtAe 1_�5 °55 "W 28 2 �_ fnd.20' 5torm Q TOP = 534: p --��, i:� IN=517.75 Sewer Easement OUT=517.56 Ex.DI. -7 / TOP=530.16 O I.=520.76(A1) 24.65 II=50 Al ZDI . \0I=524.55 / II=520.46 (B1) Ex ��w// IO=511.66 - Top=529.5 Inv . =525.2 ----------------------------------- ------------------------------------ - - ------------------------------------------------------ �. �•/ _--_________-__ U.S. ------------------------------------------ F 38 ' X.Stm.Mh.- TOP=539.47 I -IRK 1 _ 15' Veopc o Eo5ment D.B. 1668 p.6gl ES-15"RCP. II.=537.76 20' Sanitary Sewer Easement D.B. 1666 p. 131 Pk Set in pavement TMP 32 - 37B2 Virginia Oil Gompant Inc. D.B. 1183 p. 035 Zoned G-I 425' to 5t. Pt. 6401 •- Prof fit Road RECEIVE JUN 1 ?nm PLANNING AND COMMUNITY DEVELOPNIEN"t U a w 0 ., W N Q CC W Cc 0 Z 06 >o �z C) 0� wzz Q 08 cc Q Z� UN LU o� a« > o 1= �* 0 0LI: L2 W0 0© a uc 4 U a U Q. W z- 0 u., Z O W :E CL REVISIONS Revised: Jan. 10, 2001 Planning Comments Revised: MAY 30, 2001 To match approved March 23, 2000 Plan Revised: June 1, 20U1 To correct landscape quantities. DATE DEC. 5, 2000 Rev.Jan. '10, 2001 SCALE 1"=20'HORZ CONTOUR INTERVAL 2 FEET 0) r h M z W cc 06 <_Q ON LL M Q. z �. W W a' > z (0 ZU W Q oQ Q) U o � CL N co � � w U W CL Q Z `' El O Z W W FILE NUMBER 1265 WP0VVR4TMPRW 12%a6Wi1ts SHEET 2B/6