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HomeMy WebLinkAboutSDP200500023 Plan - Approved 2005-08-02PROJECT DATA I. PROJEGT NAME. 5UBWAY / DAIRY QUEEN AT FOREST LAKE5 2. OWNER: HOLLY MEMORIAL LAND TRUST PAUL H. WOOD, TRUSTEE. 551 DRYDEN LANE GHARLOTTE5VILLE, VA 22g01 3. DEVELOPER: 511) TRIPATHI 511 BRENTWOOD ROAD GHARLOTTE5VILLE, VA 22gOl 4. TAX MAP-PARGEL 03200-00-00-042H, LOT W D.B. 2464, Pci. 22 5. BOUNDARY PROVIDED BY RESIDENTIAL 5URVEYIN6 5ERVIGE5, ING. 6. TOP06RAPHY PROVIDED BY RESIDENTIAL 5URVEYIN6 5ERVIGE5, ING. 5A5ED ON U.5.G. $ 6 DATUM 1. MA615TERIAL DI5TRIGT: RIVANNA 8. ZONING: G-I, GOMMERGIAL; ENTRANCE GORRIDOR OVERLAY D15TRIGT. REFER TO ZONING MAP AMENDMENT (ZMA ql-10). q. PRE5ENT U55 VACANT 10. PROPOSED U5E: TWO RE5TAURANT5 WITH DRIVE-THRU WINDOW5. 11. THE 51TE DOE5 NOT LIE WITHIN THE RIVANNA RE5ERVOIR WATER514ED. 12. THI5 PROPERTY 15 NOT LOGATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. 13. THI5 PROJEGT 15 5ERVED WITH PUBLIC, WATER AND 5ENER, FIRE FLOW 280' FROM THI5 51TE 15 2,653 6PM AT 20 P51 RE51DUAL PRF..55URE. 14. 5ETBAGK5: 3O' BUILDIN6 t 10' PARKING 5ET13AGK FROM PUBLIC, R/W 50' BUILDIN6 4 20' PARKING 5ETBAGK ADJAGENT TO RE5IDENTIAL OR RURAL AREA D15TRIGT. 20' UNDI5TURBED BUFFER ADJAGENT TO RESIDENTIAL OR RURAL AREA D15TRIGT5. 15, PARKIN6 GALGULATION5: 13 5PAGE5 / 1,000 5.F. 6RO55 FLOOR AREA DAIRY QUEEN: 2,518 5.F. + 421 5.F. (OUT5I0E TABLES) = 3q 5PAGE5 5UBWAY: 1,400 5.F. = 18 5PAGE5 TOTAL REQUIRED = 51 5PAGE5 PROVIDED = 54 5PAGE5 THU5, 3 5PAGE5 5HY OF THE TYPICAL PARKING REQUIREMENT5 OUTLINE IN THE ZONING ORDINANCE. THI5 EXCEPTION WA5 APPROVED BY A LETTER FROM THE ZONING DIVISION, DATED JULY 6, 2005. THI5 DEG15ION WA5 BASED ON MAINTAINING THE TWO BIGYGLE RAGK5, A TRAFFIC, 5TUDY, REASONABLE WALKING PROXIMITY TO RE5IDENTIAL AND GOMMERGIAL E5TABLI5HMENT5 IN THE AREA AND THE EXTRA 5TAGKIN6 5PAGE5 PROVIDED AT THE DAIRY QUEEN DRIVE THROUGH. 16. PROP05ED 51TE INFORMATION: BUILDING AREA = 0.10 AGRE5 (4,118 5F) (5%) PAVEMENT AREA = 0.68 AGRE5 (21,603 5F) (34%) NEW ROADWAY IN EA5EMENT = 0.08 AGRE5 (3,213 5F) (4%) IMPERVIOUS AREA = Ob5 AGRE5 (3104 5F) (42%) 6RA55 AREAS = O.qq AGRE5 (43,241) (50%) WOODED AREA NOT D15TURBED = O.IS AGRE5 (6,g50 5F) (8%) TOTAL AREA = 2.003 AGRE5 (87,251 5F) 17, NUMBER OF 5TORIE5: I 18. BUILDIN6 HE16 4T 15 LE55 THAN 65 FEET. Iq, A BL61NE55 516N WILL BE LOGATED ALONG THE FRONTAGE IN AGGORDANGE THE ZONING ORDI1!iXKGE. 20. EAGH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP WHIGH EMITS 3,000 OR MORE MAXIMUM LUMENS 5HALL BE A FULL GUTOFF LUMINAIRE AND 5HALL BE ARRANGED OR 5HIELDED TO REFLEGT L16HT AWAY FROM ADJOINING RE5IDENTIAL D15TRIGT5 AND AWAY FROM ADJAGENT ROADS. 21.THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRE5 ONTO PUBLIC, ROAD5 AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING 015TRIGT5 SHALL NOT EXCEED ONE-HALF (1/2) FOOT GANDLE. 22. 5TORM WATER RUNOFF WILL BE DIREGTED INTO THE EXI5TIN6 30" RGP STORM PIPE THAT TRAVERSES ALONG THE NORTHEA5TERN EDGE OF THE PROPERTY AND THEN RETAINED IN THE EXI5TIN6 REGIONAL GATEWAY VILLAGE 5TORMWATER POND ADJAGENT TO THI5 51TE TOWARD5 THE SOUTH. 23. THE 5TORMWATER 6ENERATED FROM THI5 51TE WILL BE GAPTURED WITH GURB INLETS AND 5TORM PIPIN6. IT WILL BE TRANSFERRED TO THE RE61ONAL GATEWAY VILLAGE RETENTION POND WHERE IT WILL 5E DETAINED AND TREATED. 24. MAXIMUM NUMBER OF EMPLOYEE5: SUBWAY - 4 AT LUNCH, 3 AT DINNER DAIRY QUEEN - 6 HOLLYMEAD TOWN GENTER TO G'VILLEI 4� SITE /To AIRPORT ROAD TIMBERWOOD BLVD. WORTH GR05SI N6 MGDONALD'5 TO FOREST LAKES SUBDIVISION SU WAY/ DAIRY., QUEEI\,m AT FOREST TAX MAP 52, PARGEL 42H, LOT N ALBEMARLE COUNTY, V I R61 N I A SHEET INDEX SHEET I - GOVER SHEET SHEET 2 - EX I STI N0 TOPOGRAPHY SHEET 3 - PROPOSED 51 TE PLAN SHEET 4 - LANDSCAPE PLAN SHEET 5 - L 16HTI N6 FLAN SHEET 6 - L 16HT1 N6 DETAILS SHEET -1 - SANITARY 5EWER FLANS SHEET 8 - ROAD a WATER 'PLANS SHEET c - STORM PROF I LE5 � RETAINING WALLS SHEET 10 - E � 5 GONTROL PLAN f LESS THAN 100 FEET TO INTERSEGTION WITH WORTH 6RO55I N6 "Mr-Donalds" s � � A ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS I. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of hie permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading, or other construction. 4. All slopes an disturbed areas -are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontaWertical). Where reasonably obtainable, lesser slopes of 4:1 or better cr�e to be acheived. 5. Paved, rip -rap or stabilization mat lined ditches m be required when In the opinion of the Albemarle County Director of 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 Gontrol Devices.. 1. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Glass III. I I w I 8. All excavation for underground pipe Installation must comply with 05HA Golden Arch Ltd. Partnership V 5tandards for the Construction Industry(2q GFR Part Ig26). I T M P 04684-'n 00 OOIB LO �� i ry e I - - TD D.B.1464 P9.204 r a !_---._._—.__..___..__----- I z I WORTH PARK � I P , I OTHER CONSTRUCTION NOTES •. I HF5 Partners LLG T.M.P. 04684-00-00-001 AO, LOT I 0.6.1568 Pq .428 q. The location of existing utilities across or along the line of the proposed work ZONING: HG, 1­1161HWAT GOMMERGIAL i Michael Kohn are not necessarily shown on the plans and where shown are only approximately T.M.P. 046134-00 00 OOIAI, LOT 2 correct. The contractor shall on his own initiative locate all underground lines D.B.1633 PccI�240 and structures a: necessary. i ZONING: HG, HISHWAT GOMMERGIAL 10. The contractor shall verify the locations of all boundaries, buildings, vegetation SUBWAY �.. I and other pert!nont site elements. 11. The contractor shall be responsible for notifying "MI55 UTILITY" - 1-800-552-1001. 12. Contour Interval = 2 Foot APPROX 300 FEET OF AVAILABLE �•.�„� SITE DISTANCE 1 ' I ( Holly Memorial Garden Land Trust; ,r, 6atewa Vllla a Townhouses Association In GONDITION5 OF BOTH SPECIAL USE PERMITS 5P-2004-054 SUBWAY AT FOREST LAKE5 AND 5P-2004-058 DAIRY QUEEN AT FOREST LAKES. I. The slte shall be constructed In general accordance with the preliminary site plan entitled "Subway/Dairy Queen at Forest Lakes", last revised October 22, 2004 and November II, 2004; 2. For all future uses on the property, the traffic calculations for each use Shall be based upon actual traffic counts for the specfic use proposed and not on traffic estimates applicable to general use classifications. The traffic calculations also shall use a methodology conslstantly applied by County staff to allow for traffic capture; 3. The applicant shall submit a plat for reservation for dedication upon request of the Gounty of the fift (50) foot section of right-of-way providing Interconnections from roads within Forest Lakes development to public use and acceptance into the sate road system, as shown on the plan. This plat shall be approved and recorded prior to the issuance for any building permit on the property. 4. Th applicant shall provide hedge planting in the vicinity of the drive-througgh window, with the specles to be determined subject to the Architectural Review Board approval of the final 51te plan. All such plantings shall be dllowed to grow up to minimum mature helghts of at least five (5) feet; and 5. The access will be limited to Worth Grossing. Paul H. Wood, Trustee _= I T.M.P. 03200-00-00-042HO, LOT W M.P. `F6B (commore -OD0A3 2 5M-a.SA SUPERPAVE D.B. 2664 Pc� . 22 D B: 226 Pq. 30 ZO'NIN6: 6-1, GOMNEROAL ZONING: RI5 RESIDENTIAL °o°°°o°o°o°o°o°oc:.*_ W - VDOT #21A BA5E5TONE DAIRY QUEEN l oo�o�o�o�o�o�o�c WITH PRIME ON SITE C OMPAGTED 5UB6RADE I 1=III—III—III—I � ( GBR- 10 —I I I —I I I —III —III —I I I TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION PARKING LOT Hollyy Memorial 6arden5, Inc. T.M.R 03200-00-00-04260 D.B. 2664 Pq. 22 ZONING: GI, GOMMERGIAL 50' R16HT OF WAY -' 25' 25' �- 5' ---i 2.5' 1-- 2.5' �- 5' SIDEWALK 1.5" 5M 9.5A 5UPERPAVE i—G6-6 5" BM-25 PRI BASESTONE PROPOSED PAVEMENT SECTION STA 52+00 TO 53+38.84 PUBLIC ROAD G.B.R. FIELD TESTS TO BE PERFORMED PRIOR TO PAVING. FORTUNE PARK A PORTION OF FORTUNE PARK WAS PREVIOUSLY CON5TRUGTED IN 2000. THIS 15 LABELED AS STA 50+00 TO 52+00 ON SHEET 8 OF THESE PLANS AND SERVES AS AS -BUILT PLANS. A PAVEMENT GORE WAS EXTRAGTED ON FRIDAY, MAY 2-7, 2005 NEAR STATION 51+10, 6-FEET OFF CENTER TO THE NW. THI5 GORE REVEALED A STONE DEPTH OF 5" AND AN ASPHALT TH I GKNE55 OF 5". THIS SECTION OF ROADWAY SHALL HAVE THE E06E5 MILLED AND THE ENTIRE LENGTH OVERLAID WITH 1.5" OF 5M-9.5A ASPHALT. NEW 4" THIGK GONCRETE WALK 3,500 P51 2" GOMPAGTED STONE---._ao0o0000000 VDOT #21 A o 0 0 0 0 GOMPAGTED­' I I I -I I I -I 1I- 5UB6RADE TYPICAL SIDEWALK DETAIL GON5TRIJGTION JOINTS TO BE 6O.G., 1/4" WIDE, I" DEEP EXPAN51ON JOINTS TO BE 50' O.G. OR LE55 LIGHT BROOM FINISH DATE JULY 6, 2004 REVISIONS AUGUST II, 2004 AUCGU5T 13, 2004 SEPTEMBER 24, 2004 OGTOBER 22, 2004 OGTOBER 26, 2004 NOVEMBER 11, 2004 DEGEMBER 28, 2004 MARGH 4, 2005 MARGH I ci, 2005 APRIL 11, 2005 (E 4 5) JUNE I, 2005 JUNE 28, 2005 JULY 19, 2005 5GALE I "=50' >NLTH of G / P. 514111 y c$4McATE No. 6-7 7a S`rl ONAL'� I BRIAN F. SMITH, FE CIVIL EN6INEERIN6, INC. ONE E DMINN° Lao D 6 NW2 105 WE5T HIGH STREET GHARLOTTE5VILLE, VA 226102 TEL: (434) 2q6-3644 FAX: (434) 2qb-2041 bpspe@earthllnk.net JOB NUMBER 04-00'1-00 DWG. NAME 51TE PLAN 2.PRO iF H of10 �CO I 0 i I I I I I I I I I I I I 1 I I I I i I I I .ON Qo o� a-i_N �o��o ooQ�W 3� Eti� o n e ^+ h - - - tele . - - - - .�.,, � WORTH PARK90 � \� _ / q� o 0 0 ped • 20' Drainage Easement Ir T T D.B. 1393 Pg .681 _------------ X xpb 3 � ------------ --- 2Q •� TV Ex . 5 'x5' Grate' �- --------- - _ - ----- � ' 15 15 W 7 4- � FC Top = 517.8' -TV------------ ---- -- 1 / c Inv .= 501 � a a m /�� / edge of pavement ply I I II 3 I 513 �9 7 along ug d. television I X a� �t-- -- �� a _ -F Gable lPl� F END P TV ------ -- - I LU t_ N � END EX. GURB `f' I I ``/- y -► BEGIN NEW CURB I/ I '� ��� r X Ex. water meters HFS Pantnens LLC I I I I I `'`�,, ti p M T.M.P. 04694-00-00-001A0 I I I I \ S26 ° �`�/ 3 E le D.B.1568 Pg.428 \ ZONING.' HC, HIGHWAY COMMERCIAL I I I I Zc Michael Kohn Q T.M.P. 04684 00-00-001A1 I U' ti- I Existin 1 D.B.1633 Pg.240 T .V . I g Pe d . I Brick Bldg . I I ZONING., HC, HIGHWAY COMMERCIAL ------------ Iron � ----- I Fd . _ I r----�� `�---- __ UgrdV_ . Telephone tel , Existing I U' w w ed. / I ; Brick Bldg. I I 5'x5' GrateI I (/ I / 380 39 F --50D I I Ex. ; II / I - — I Top- - 524.9' I -` 2, �00� ---- \ -- Inv. - 507.0 I I '� /------------�. \ J I r4//' I .--506— � \\- � Ex. 5'x5' Grate I o / T T T \ Top 501.3 ' m I Tex Map 32 I - - _ �0 Inv.In = 491.3 u, I I Inv. Out = 488.4' Er �, I I Parce142H I i _-� sow I v .H > N o I o ILOT W I F 3 a I I h p — B .2464 P .22 Fes- I I 12.0034 Acres o f I IZ I �O H II II �w I I I I I I I I Iron Fd . C_ °— �> C6 N � Z co � \� \ w 1 `�°0 n LIMITS OF GLEARING I \ \ N % I I I I I I A,��_AND GRADING FOR N• Iron I I I I I / / I PHASE ONE. I I VEGETATION TO REM IN 1 Fd . � I I � I � i � � I LDD N I I fiber optic a marker o X }I � I L (- 528 Ex. 113" C.M.P. Inv . in=527.45 ' Inv .out=526.6 ' II , CL RD Ow drnu�ln ►► 25R -' z-am�� (V NcDonalds" II ►=Q ►'-'-'- i Q II 5]6/06 Iyv v SDQ�pp Existing I I) I I �Fc x Brick Bldg. I �wp ii 51 FC g �- I r T.M.P. 46B4--1B i O� I I I �C Q LL V15 o 60 ��� I --------I Golden Arch Ltd. Par�tner�sh-io I Q < . z < CL N C] G ;14 95 D.B.1464 Pg.204 - i--------- F �- ----------------------------------- II — d - 6 (3 C) 1111 1 W C m� v I W E Q. 516883 ZQ(1- Qz� I I< �� Q I m O� W � Wmm� 11 I `fl 3 F- 11- Existing tY i I m N 515050 DO 315E 00 z X O II Parking)- m O O c O w W 46��� I 4F adz ��N FC 5T�o28 �+ \ c-J FT a �O utilit Ole II (z fit i FN 20'R I 25'n a \ ± X I (typical) II (L II 5 SF 04 FC 1 QL IK Q \ FC I S ll N _ 6 515 32 �lvin underground electric Ex. curbing i . Drop 15 0 92 cL RD � I � I 3 N WZ I\ Iron \ Fd . ��� \ -- 524 M c \ Ln rD E - 52C L I 10' PARKING SETBAGK ❑ W N40 °59 '06 "W 548.69 ' 0 o I / UNDISTURBED 5OUTHE 5T OF TH15 LINE. ,,x / � p 1 N .01 r' \ex. woodline \_V / \ 11 / \ \ \ \ \ Iron Fri R16HT-OF-WAY ��8 492 abandoned 9 _- 11 TO BE DEDICATED \4 494_ sediment N TO PU13LIG USE 96 �basin,-= Holly Malfla-ial Gal -dens, Inc. T.M.P. 03200-00-00-04260 D.B.2664 Pg.22 ZO/VING.- C1, COMMERCIAL s xxxxxx12,� 4 9 0 Ex. Rip -Rap ��W 1 C 11 SLOPES 25% OR GREATER AREA=0.10 AGRES OR 0.05% OF ENTIRE SITE �\ Inv.out=482.B' TO THE GATEWAY VILLAGE 5TORMWATER RETENTION POND Benchmark Orlyin: P.K. nail on the N.E. corner of the Forest Lakes Entrance sign. Elev. = 532.18' FIELD RUN TOPOGRAPHY PROVIDED BY RESIDENTIAL 5URVEYING 5ERVIGE5 II-i 4th Street, N.E., Charlottesville, VA 22g02 (434) 245-8744 DATE JULY 6, 2004 REVISIONS SEPTEMBER 24, 2004 NOVEMBER 11, 2004 MARCH 4, 2005 MARCH I9, 2005 JUNE I, 2005 SGALE 1"=20' TH 0- P. SMITH � CERTIFICATE No. 14591 �s .7 IN �G��� I�NAL S } 2 0 0 am X w BRIAN F. SMITH, PE CIVIL ENGINEERINGI INC. 99E OWIN - LUD ° s 09 105 NE5T 1­116H STREET GHARLOTTE5VILLE, VA 226102 TEL: (434) 2ab-3644 FAX: (434) 2a6-2041 bp!5pe@eorthlink.net JO 3 NUMBER 04-007-00 D 6. NAME 51TE PLAN 2.PRO SHEET 2 of I q i o I I i CL RD w 11 N 1'F' t011! d, U1 lri lf) 8n 11 25R �� b I zD 'zc �i.C! "MCDOna ids i p 11 5 J6/08 ,E v vl Q Q O O 101 10' x 10' clear area CONSERVATION PLAN NOTES: O Existing I r �Fc p"_ lii rii Qrin open•nq.: _ Paint interior side I. ALL TREES TO BE PRESERVED PROTEGTED SHALL BE MARKED WITH PAINT OR 13 Brick Bldg. I O� (a Q; i 51�Fc g7 m �c� I �- O? O `°4 ri a J :: " �: of wall RIBBON AT A HEIGHT GLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DI5- I I ,,4 IM "_o p T 1 } • t _-� TURBINE AGTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED T.M.P. 46B4-1B I U- Q_✓ ► I Fc Q p 15 016 0 i h I - p z } Z b" dia. steel pipe BY THE GONTRAGTOR $ INSPEGTED 4 APPROVED BY THE COUNTY ENGINEERING Golden Arch L to. Partnership I O _ _ i = CL o t- Z ua • . bollards filled w/ DEPARTMENT. '--------� D.B.1464 Pg.204 r----------, Q Ri 14 95 Jl c} � � �� � � O I � � � - � concrete 2. HEAVY EQUIPMENT VEHICULAR TRAFFIC AND THE STORAGE OF CONSTRUCTION In F • aD i- ! Slope to drain MATERIALS 4 SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF O O I I Uj Nr Nr v w Ext. brick finish TREES TO BE PRESERVED $ PROTEGTED. � N 516 0 83 : • 5. TEMPORARY EROSION GONTROL MEASURES � PERMANENT STORMWATER MAN- N Z O �r cry Q I Q N General shale brick I ► B �o w I is °' u- _ °' full ran e wire cut AASMENT FAGILITIES LOGATIONS SHALL BE GOORDINATED SUGH THAT THEY SHALL I = d Q (() ro O 4 = - q NOT ADVERSELY AFFEGT TREES TO BE PRESERVED 4 PROTEGTED. O z I I �-- I o a:. color: 36-10-104 M w I I Ly w w I 3 O w _ : = 4. 4. FIRES SHALL NOT BE PERMITTED WITHINI 100 FEET OF THE OUTSIDE DRIP -LINE o ti [� ► I I (p 515 0 60 15 00 O .a _ _ _ Relnforced masonry OF TREES TO BE PRESERVED $ PROTECTED. �n o II Existing Q O I I O C cL D p F z w O - �.'�• ` : a : piers y 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE Q �i Parking L1_ = ►-- v ►u = - °= = DRIP -LINE OF TREES TO BE PRESERVED PROTECTED. p ti o II ,6� I O -i w a Steel gate post 6. NO LAND DISTURBING AGTIVITY SHALL BE61N UNTIL THE TREE PROTEGTIVE FENGIN6 Qj i II v I \\ a) F z each side ti Q W N t FC 5 0 28 p -! O ' 4. :' HAS BEEN INSTALLED BY THE GONTRAG,TOR 4 INSPEGTED 4 APPROVED BY THE o O Q Concrete Slab with GOUNTY ENGINEERING DEPARTMENT. c d o II W �i FN 20'R 3 T 25' 8 I• 10' ►� reinforcing 6" min. 7. WHEN TRENGHIN6 FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELEGTRIGAL, or ti utility pole tL I II 513 04 Fc fYu- turn slab edge do GABLE TELEPHONE OR OTHER UTILITY SERVIGE IS NEGE55ARY WITHIN THE LIMITS '�h o (typical) II , ► I f N 1 OF TREE PROTECTION OR BEYOND THE LIMITS OF GLEARIN6, THE SEPARATION �' m III 515 32 I FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT R� S� underground electric Ex. curbing Ex. Drop 11 1 92 .0 cL RD I POSSIBLE. TUNNELING SHALL BE REQUIRiED WHEN DEEMED, BY THE COUNTY 9 Inlet Masonry wall ENGINEER, THAT TRENCHING WILL SI6NIFIGANTLY DAMAGE FEEDER ROOTS OF �s - - - tole . - - - - - - - - - - _ :� WORTH PARK Post -painted TREES TO BE PRESERVED $ PROTEGTED. � �o ed �" II 6 8. ANY DAMAGE TO THE GROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE rn I � P NEW 5' WIDE 51DEW4AL� ';JI _ Diagonal bracing PRESERVED PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE _ T - T _ is WITH PRAGTIGES IN THE EROSION � SEDIMENT GONTROL HANDBOOK. CARE FOR _________ _____ _ __ _____ _ _ / x X a 5 32 Dbl.:7 ered `0 I'd 1----------------------------------TV-------------- - - �____ ______ fW5 w w >; 999 SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFE55IONAL FORESTER OR Ex. 5 x5 Grate r ----------- --- _________ - --- - TV----- c� 1 FC I" x 6" boards TV- EX15TINO STORM _ ' i - - TV` 0 - EX. P ENT WIDTH �� c 4 I 1. 50 LS TREE WH G HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE Top - 517.8 �� � � : ,. I I MH A-3 Inv .= 501 �7 cll a �� m 37 08 51 /`/� edge of pavement Lockable hasp I PRESERVED 6 PROTEGTED, SHALL BE AERATED BY PUNGHIN6 HOLES WITH AN I NEW RETAININ&-WALL 9�,,�, ? I '•': ~ 3 F along ugrd. television IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP (SEE SHEC a) - p m x O r-- -- -'1�-- Q cable Drop" rod, I din. X 6 MOVED BAGK 4 FORTH IN EAGH HOLE UNTIL THE SOIL IS L005ENED. H t- > w�- D �P N T "rf- -- - _ 2 0 long with GO bend 10. TREE PROTEGTIVE MEASURES SHALL BiE THE LAST OF THE TEMPORARY EROSION Cf' I I Sao , '-_�;' _ �� d La B IN NEW END EX. RGUURB GONTROL MEASURES REMOVED DURING THE FINAL GLEAN -UP. I - U- > i r I- 11. TREE PROTECTION MEASURES SHALL BE USED ALONG THE SOUTHERN PROPERTY I HFS Partners LLC X Ex. water meter! I LINE AND WHERE GRADING WILL OGGUR NEAR THE ABANDONED SEDIMENT BASIN. II I I I w a w cc 0= O T.M.P. 04584-00-00-001AO I , GG-2 3 7 y 7- n- Ele 0.8.1568 Pg.428 ZONING.• HC, HIGHWAY COMMERCIAL L w I I O / Q., �. N 0 a bRl S18 26 2_, 535 & �''� o o. T ans f. I N �' R6 �-/7� o I o ,',• `' ONF� LANE $/6' `� :► o cn ; p Michael Kohn „� I T.M.P. 04684-00-00-001AJ �, O `j`� M lU _- -�, ' I �- - T.V. I Existing D.B.1633 Pg.,240 z� I ,� STORM H A-2 Ift) BOARD '�-_ �• . Ped . I Brick Bldg. I ZONING.' HC, HIGHWAY COMMERCIAL Pq Fan N SUBWi Y O / v - - L-----I ---- ;------ - >` Q _ _ --------------- O • ., I 1,400 50 FT. '+� I u � �► � � S _; /� Ugrd. I V j 4 1 _'. . I z � _ I ]...ft x52�IG9 ate To OON Inv. = 5Q7.0' --� NEW IiREE Ind STAND 1 N6 N \ SIGN r\ � E > p O L.L1 0 a I LTV n 0 I / O� M '0 w o t15 I. I z I I ' I ron I . d. I I Lo ' I LDD n L ry� � fiber optic I� a marker t `- w o r- X Ln v Z vior Fd . 528 _ Ex. 18" C.M.P. Inv . in=527.45 ' Inv .out=526.6 ' N R2.. N 142 I I BIG GLE '• 1-27 28 cV RA K � kD m 0 _ Iv Rlo 5: � 2-q' N N 0 SPACES I DI REGTI L o CIO I ON b m / TRUE 31 R2 0,3 IME STRIP�N6 + N (N ' O R20' m 241 � SR2O 0 Ca \ I� FF=52C.7 •O � � q•8 D R35' I 8 R19 D5P STORM MH G- I q 3O l 32 O 3 34 35 0 0 3 DRIVE 11 C6DIRE TL THRU I I c4 IONA 516N �O�\ -�8 9-G' SPREES 6, R2.5 6 I - TYI41 GAL Imo' _._. CONCRETE Q _ 5� BU PER N A RIO' � BL GK b � 6-cl SPACES .5' L] _ I \� BIGYLL ' q - 40 41 51RAG4:� 43 44 45 46r= '► :P:•. � I8 + -G6-12 STOR MH B-I N r HG SIGN I NX �I DAIRY QUEEN ►� �2,5-i8 5Q. FT. I5 3 + RY 6�: Sp,N4T _----5 MENU FF=520.-1 Z_ BOARD A- L -20.2 4) N DIREGTIONAL 2 SIGN 52.65' -- R4.5' to DRIVE THRU LANE b S\ G6-2 co ... D a T ► d) 1\ r \r v v r r v v v v v v v v r i 524 VNEN RETAINING WALL 526 (SEE SHEET Cl) 10' PARKING SETBACK SEE CONSERVATION PLAN NOTES ABOVE STORM MH A-1 (SEE PROFILES) NOTE: ALL RETAINING WALLS WILL BE BRICK FAGED TO MATCH THE BU I LD I N65. AIT/11 - - _ 01 r T T r 10' x 20' DUMPSTER PAD, 6" THICK, 3,500 PSI GONGRETE WITH WWF OVER 6" OF #21 A BASESTONE BLOGK WALL, P HIGHER THAN DUMP5TER EXTERIOR FAGED WITH BRIGK PREGA5T TOP DOUBLE 5TA66ERED I" X 6" BOARDS PAINTING WHITE DOUBLE SWING GATE WITH LOGKING MEGHAN15M N DRAIN OPENING r I elep ione tele. I/ I Existing W �cX'3 ped. / Brick Bldg. i I TORM I MH B-3 8°_3g 50 8 @ 2 - ----------------- Y Ex. 5'x5' Grate .0 / '506- T T 'T _ \ Top = 501.3' z � p Inv .In 491.3 I cn O ► / Tf---�- _ i = -��� Inv. $ Out = 488.4' -R2 - OI O / iceo7 I C I T \ m Iron Fd . 5 6 w•• � rn � � � � I � v' �- CHASE 2 I m o / EUTUJRE DEVELOPMENT \ N t I 1 S 50.0' RIGHT-OF-WAY TO BE DEDIGATED TO PUBLIC, USE Holly Memorial Gardens, Inc. T.M.P. 03200-00-00-04260 D.8.2664 Pg.22 ZONING., C1, COMMERCIAL �i QQ) O0�- LIMITS OF GLEARIN 5 �v 1 / AND GRAD I N6 FOR w• c` S� I I PHASE ONE. VEGETATION TO REM IN\ \ 4 UNDISTURBED 5OUTHE 5T In / I OF THIS LINE. Vo S \ 9� O TEMPORARY GON5TRUGTI ON EASEMENT SLOPES 25% OR GREATER AREA=0.10 AGRES OR 0.05% OF ENTIRE 51 TE S � \ EK OFF SITE SANITARY Iron \ SEWER A5EMENT TO Fd . 9 BE 69ANTED TO THE \ abandoned 9 I I A,G•55 A. 49 _ sediment , N 6G�-bas in . „x X. / \ � •R'xxx�� ' \ xxxxxxxx, 1 , � xx xx x�) 490 CEx. Rip -Rap Inv.aut=482.8' TO THE GATEWAY VILLAGE 5TORMWATER RETENTION PONL Benchmark Orl In: P.K. nail on the N.E. corner of the Forest Lakes Entrance sign. Elev. = 532.18' FIELD RUN TOMOGRAPHY PROVIDED BY RE51DENTIAL SURVEYING 5ERVIGE5 117 4th Street, N.E., Gharlottesville, VA 22a02 (434) 245-8-144 DATE JULY 6, 2004 REVI51 ONS AUGUST II, 2004 AUGUST 13, 2004 SEPTEMBER 24, 2004 OC TOBER 22, 2004 NOVEMBER II, 2004 DEGEMBER 28, 2004 MARCH 4, 2005 MARCH 1611 2005 JUNE I, 2005 SGALE 1"=20' TH op AN P. MITH a CERTIFICATE No. �o.��`�,©.7 6 �t �1.IDNAL s� z 'wtq �w �Y cg C)c QO mQ N W C0 0 w C/) am 0 c a �BRIAN F. SMITH PE CIVIL ENGINEERING, INC. 105 NE5T H16H 5TREET GHARLOTTE5VILLE, VA 226102 TEL: (434) 2q6-3644 FAX: (434) 2a6-2041 bpspe@earthlink.net JOB NUMBER 04-00-1-00 D O. NAME SITE PLAN 2.PRO SHEET 3 of 10 11 0 i i FRONTAGE ORNAMENTAL - TREE 1 LAGERSTROEMIA "51OUX" GREPEMYRTLE, 16' TO 7' I G- 1 : CL 0 i i FRONTAGE ORNAMENTAL TREE LA6ERSTR0EMIA "NATGHEZ REPEMYRTLE, b' TO 7' OL FRONTAGE 0RNAMENTAL� TREE i LA6ERSTR0EMIA ' SIOUX" GREPEMI'RTLE, �' TO 7' i : NEW FREE- STANDING 516N FI?0NTA6E ORNAMENTAL P;) EE Lil,6ER5TR0EMIA "NATGHEZ" GREPEMYRTLE, 6' TO 7' FRONTAGE ORNAMENTAL TREE LAGERSTROEMIA "510UX" CRE:PEMYRTLE, 6TO 7' 11 I it I 11 11 II I I II 11 I I► II II utility ole INTERIOR TREE (typical GARPINU5 GAROLINIANA { AMERICAN HORNBEAM I I underground electric 6' TO 8' tele. ped . ILEX GRENATA GOMPAGTA r JAPANESE HOLLY, 15" TO 30", (I q) ----------- r------- TV ----------------------- TV ----------------------- ------- TV ---------------------- ILEX - TV-------- ` EVERGREEN TA "BUR60RDII'RBURFORD HOLLY / \ 24" AT PLANTING, 4' O.G., (50) MATURE: HEI6HT=60" _ 5GHIZ0PHRA6MA HYDRANGEOIDES JAPANESE HYDRANGEA -VINE (5) I ® INTERIOR TREE 1 OXYDENDRUM ARBOREU URWOOD 7 6 TO ', (1)\ 0 MENU _ BOA SUBWAY ORNAMENTAL TREE 1,400 50. FT. LA6ER5TR0EMIA 0 "SIOUX" CREPEMYRTLE # o SOD SOD (01 TO 7 10 O 0 0 LIRI PEMU5GARI BIG BLUE, I GAL., (451 DIRE T- �, IONA SIGN ell EVERGREEN SGREENI SHRUBS INTERIOR TREE ILEX 6LABRA-5HA GK INKBERRY GRATAEGU5 PHAENOPYRUM < S"y 24" AT PLANTING, 4' G., (58) WASHINGTON HAWTHORN �'>• '® MATURE HEIGHT=48" 6 TO 8', (2) DIREGTI L� COT0NEA5TER DAMMERI SIGN i8" TO 3011 , (q) JUINIPERUS GHINENSI GOMPAGT PFITZER s 3 LANDSCAPE SCHEDULE (TREES) BOTANICAL NAME GOMMON NAME (MIN. GAL. OR HT.) HT. AT PLANTING (X) 6R0WTH OVER 10 YEARS (Y) TOTAL HT. IN 10 YEARS (X+Y=T) RATIO OF WIDTH TO HT. (R) TOTAL WIDTH IN 10 /, ({ T=D AREA OF CANOPY (D)"2*3.14/4= 5F QN TOTAL CANOPY COVERAGE (5F) REMARKS LA6ER5TR0EMIA "SIIOUX" GREPEMYRTLE 6-7' 6' q' 15, 0.66 q.q' 71 5 385 5F B413, OAK MULGH BASE LA6ER5TR0EMIA "NATGHEZ" GREPEMYRTLE 6-7' 6' q' 15' 0bb q.q' 77 5 385 5F B46, OAK MULCH BASE AGER RUBRUM RED 5UN5ET MAPLE 3.511 GAL. 14' 20' 54' 0.15 25.5' 510 6 3,060 5F 545, OAK MULCH BASE GRATAEGU5 PHAENOPYRUM WA5HIN(5T0N HAWTHORN 6'-8' 7' 10' IT 0.80 15.6' 145 2 580 5F 545, OAK MULCH BASE GARPINU5 GAROLINIANA AMERIGAN HORNBEAM 6-8' 7' q' lb, 0.&0 12.6 12q 2 258 5F BtB, OAK MULCH BASE AESGULUS GARNIA RED H0R5EGHE5TNUT 2.5" GAL. 14' 16, 30' OAO 21' 572 5 2,288 5F 545, OAK MULCH BASE OXYDENDRUM ARBOIREUM 5OURW00D 6-1' 7' 12' 18.66' 0.11 13.3' 138 1 138 5F B4B, OAK MULCH BASE TOTAL = 7,376 5F WOIODED AREA TO REMAIN = 0 5F 7,316 5F TOTAL REQUIRED (10% OF LOT) = 4,441 5F AREA OF LOT WEST OF THE FORTUNE PARK ROAD THAT INGLUDES SUBWAY AND DAIRY' QUEEN=1.0205 ACRES OR 44,466 5F LANDSCAPE SCHEDULE (SHRUBS AND PLANTS) BOTANICAL NAME GOMMON NAME (MIN. GAL. OR HTa HT. AT PLANTING (X) 6R0WTH OVER 10 YEARS (Y) TOTAL HT. IN IO YEARS (X+Y=T) RATIO OF WIDTH TO HT. (R) TOTAL WIDTH IN 10 yEAR5 (R) T=D AREA OF CANOPY (D)A2*3.14/4= 5F QN TOTAL GANOPY G0VERA6E (5F) REMARKS ILEX GOR14UTA 'BURFIORDII" BURFORD HOLLY IS' - 2.5' 2' 8' IO' 0.85 8.5' 57 4q 2,1g3 5F MATURE HEIGHT=48" ILEX GORNUTA 'BURF(ORDII" 13URFORD HOLLY IS' - 2.5' 2' V 10, 0.85 8.5' 57 106 6,042 5F MATURE HE16HT=60" ILEX 6LABRA 5HAMR0GK INKBERRY 1,5' - 25' 2' 4' 6' O.qO 5.4' 23 58 1,334 5F MATURE HE16HT=48" ILEX GRENATA GOMPAGTA JAPANESE HOLLY IS' - 2.5' 2' 3' 51 OAO 45' 16 Iq 304 5F 1345, OAK MULCH BASE LIROPE MUSGARI "BIG BLUE" LIRIOPE P0T5 71 B413, OAK MULCH BASE JUNIPERUS GHINEN515, t GV5 GHINESE JUNIPER (PFITZER) IS' - 25 3' 2' 5' 0.15 3.15' II 1 77 5$5, OAK MULCH BASE RHODODENDRON SPP. RHODODENDRON (GATAhBA) 1.5' - 2.5' 3' 5' 8' 050 4' 13 18 234 5F 13415, OAK MULCH BASE 5GHIZ0PRA5MA HYDRAN6E0IDE5 JAPANESE HYDRANGEA- VINE POTS 5 B413, OAK MULCH BASE G0T0NEA5TER DAMNIERI t GYS. BEARBERRY G0T0NEA5TER I5' - 2.5' 1' F 1' 2' OAO 1.6' 3 g 27 5F BQ•B, OAK MULCH BASE NOTE5: I. ALL TREES AND 5HRU85 HAVE BEEN REFERENCED FROM THE AL13EMARLE COUNTY RECOMMENDED PLANTS L15T 2. ALL SHRUBS ON 51TF SHALL BE ALLOWED TO REACH MATURE HEIGHT. 3 EVERGREEN SCREENING SHRUBS 24WI LEX GORNUTA "6 BUR0RD I P BURFORD HOLLY " AT PLANTING, 4' O.G., (II) MATURE HEIGHT=48" ORNAMENTAL TREE LAGERSTROEMIA "NATGHEZ" GREPEMYRTLE, 6TO 7' 1JUNIPERUS GHINENS15 GOMPAGT PFITZER lb'30 (4) o II I y I L ORNAMENTAL TREE - - -, LAGERSTROEMIA "NATGHEZ" I GREPEMYRTLE, 6 TO 7' w p I RHODODENDRON FRONTAGE ORNAMENTAL CQ I GATAWBA EVERGREEN SCREENING SHRUBS TREE DEGORATIVE I 4' O.G., (14) ILEX GORNUTA "BUR60RDIP BURFORD ;HOLLY LA6ERSTRI0EMIA NATGHEZ METAL 24" AT PLANTING, 4' O.G., (26) GREPEMYRTLE, 6' TO -T N RAILING DAIRY QUEEN SMATURE HEI6HT=48" P,NITA L 2,578 50. FT. (oil S MENU Lp,-Rp,L fiber optic BOARD marker GRA55 FRONTAGE STRE TREES N SIGN IONAL EVERY 35 FEET > AGER RUBRUM INTERIOR STREET TREES RED SUNSET RI (6) X LIRIDPE MUSGAL — — EVERY 40 FEET 3.5" MIN. CALIPER N E316 BLUE RHODODENDRON I AESGULUS GARNIA I GAL. (26) GATAWBA RED H0RSEGHESTNUT (5) GRASS 4' O.G., (4) 2.5" MIN. CALIPER FRONTAGE ORNAM TAL TREE LA6ER5TR0EMIA " IOUX" GREPEMYRTLE, 6' 7' EVERGREEN SGREENING SHRUBS -50 01 INTERIOR TREE ILEX GORNUTA "BURGORDII" BURFORD HOLLY GARPINU5 GAROLINIANA 24" AT PLANTING, 4' O.G., (56) RIGHT-OF-WAY AMERIGAN HORNBEAM TO BE DEDICATED EVERGREEN SCREENING SHRUBS MATURE HEIGHT=60" 6' TO 8' ILEX GORNUTA "BUR60RD I P BURFORD HOLLY TO PUBLIC USE 1 2411 AT PLANTING, 4' O.G., (12) MATURE HE16HT=48" Interior landscaping shall be at least 5% of paved parkinqy and Girrulation areas. Paved $ circulation areas = 35,276 sf - 5,179 - 4,266 = 25,832 sf 5% = 1,2L12 5f Interior landscaped areas: Ilex Gornuta = 2,565 sf Ilex Gornuta = 6,042 sf Juniperus = 11 sf Total = 8,684 5f PRUNE DEAD OR DAMAGED / REINFORCED RUBBER HOSE, ARBOR TAPE, BRANCHES. DO NOT PRUNE OR NYLON WEBBING CENTRAL LEAFiER,----/-::: — 2"X2" HARDWOOD STAKES (TYP OF 3) REMOVE STRINGS, WIRE & BURIAP PLACE TOP OF ROOTBALL FROM TOP 1 /3 OF BALL SLIGHTLY ABOVE SURROUNDING GRADE " EARTH SAUCER- 4" MULCH -DO NOT MULCH CUT EDGE -\ AGAINST TRUNK OF TREE. ORIGINAL 'OIL AMEND AS REQUIRED�� ROUGHEN SIDES fv OF FIT PLANT ON UNDISTURBED 12" SOIL, AS CLOSE AS POSSIBLE TWICE BALL DIAMETER DECIDUOUS TREE PLANTING DETAIL NO SCALE e n_� 3" MULCH, WITH PLANTING SAUCER, AS SPECIFIED, DO IJOT MULCH AGAINST STEM. W UNDISTURBED SOIL SET STEM AT ORIGINAL GRADE =°(j ORIGINAL SOIL, AMEND AS REQUIRED ?' 1_ I MIN VARIES -REMOVE BURLAP FROM TOP 1/3 OF BALL SHRUB PLANTING DETAIL NO SCALE THESE SCREENING TREES ARE NOT REFLECTED IN THE LANDSCAPE SCHEDULE. HOWEVER, THEY SHALL BE PROVIDED AND INSTALLED ALONG WITH THE OTHER LANDSGAPING ITEMS. I I �SGREENING TREES (I I) P I NU5 5TR0BUS EASTERN WHITE PINE 5-6 MIN. HEIGHT 1 15' O.G. STAGGERED 1 1 � 1 1 c " Q d � 1 " 1 111 11 G 1 11 4 to d 11 1 Lo 11 11 173 L 11 03 it it I � S 1 11 S co \J 1 11 11 NEW OFF -SITE SANIT/ SEWER EASEMENT TO 1 ► BE GRANTED TO THE A.G.S.A. DATE JULY 6, 2004 REVISIONS AUGUST 11, 2004 AUGUST 13, 2004 SEPTEMBER 24, 2004 06TOBER 22, 2004 DEGEMBER 28, 2004 MARCH 4, 2005 MARCH 161, 2005 JUNE I, 2005 JUNE 28, 2005 SGALE 1 "= 20' �yTH piy, Lj . �o 1 BRIAN P. SMITH rCEBTMCATE No. �;A 1,- z10 SIa�' GNA1L 9 q°S C'1 BRIAN F. SMITH, PE CIVIL ENGINEERING, INC. MMI ISM 105 WEST H16H STREET GHARL0TTE5VILLE, VA 22gO2 TEL: (434) 2q6-3644 FAX: (434) 2q6-2041 bpspe@earthllnk.net JOE3 NUME3ER 04-007-00 DING. NAME SITE PLAN 2.PRO SHEET 4 of 10.J 0.0 0.0__*'� 0.1 0.1 0.1 0.1 0.1 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 I .0 0.0 0.0 0.01 0.0 0.0 0.1 0.1 0.3 3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 0.0 0.0 0.01 x .0 z ____, 0.0 .0 0.1 3 0.7 1. 0.8 0.4 .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 C�. 0.1 4 1.4 3.3 3.2 3.3 1.6 0.5 1.0 0.0 0.0 0.0 0.0` 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 C�� ___1_ 0.0 0 �l 0. 0.5 2.0 .2 8.9 .6 5.0 0.5 1. 1 5.6 16. 7 3 0.1 0.1 1 0. // // "0c-bl/]' 0.-0, 0 0.0 0.0 0.01 A B /'qb0 0.0 0. 0. 0.5 2.3 7.5 11.1 1 0. 6 7.4 4.1 0.9 0.4 1.Q,FN 0.7 0. .0 0.0 0:-QL C I183OARD p 0.0 0.1 ®0 0.5 1.9 5 Y 6.7 0 .7 9.4 13.9 3.3 0. .0 0.0 0.0) SUBWAY 11 0.0 0. 1 2.6 2.3 2.1 1,400 50. FT. 8 2. 4.5 2.2 0.6 .0 0 0 0.0 C0 0 0.1 0. 6 1.6 1.5 1.2 0.4 # 1. 1.3 Q2.1 1. 0.5 0 0 0.0 0.0 0.0 0 0.1 0.11 .2 3.6 3.9 2.6 0.6 0.3 .6 2.2 8.2 .5 10.7 2.9 0.9 0.5 0.5 0.5 0.3 0. 0 0.0 0.01 ° c A 0.1 .4 1.3 5.0 8.0 6. .8 i.c 1 0 2.4 7.9 12.3 9.3 3.0 1. 1 0. 3 0.9 J 1.2 0 0 0 1 0.0 0.0 A 0.1 1.5 6.6 12.0 3 .2 2. El 1 7 .9 5.8 7.9 6.3 3.3 1.0 1.0 5.0 1 11.1 3.1 A 0. r 5.1 10.0 21.4 21.3 11.2 4.7 2.9 2.4 2.5 2.9 2.7 2.3 1.9 2.6 7.7 A 17.2 15.1 4.3 1 .1 100. 0.4 3.7 7.4 13.0 16.6 15.(0 9.3 4.4 1.8 1.1 1.1 1.6 2.6 3. 3 7.9 10.1 8.4 4.2 1 X � _ 0.1 0 0.4 0. 2.4 5.4 10./4"." 17.3 4 1 .0 .2 1.4 0.7 0.7 1.6 4. e. 1 1D.2 8.8 1 A� 0.1 0.3 0.7 1.5 4.3 0.8 21.2 1 .2 .9 .9 1.1 0.5 0.5 1.3 4. 1 14.9 8.3 3.8 1. A PP PP PP pp PP PP A 0. ° 0.5 1.0 1.5 3.9 8 15.6 2 .5 B.4 42.3 0.7 0.4 1.0 3. 9 19.1 11.0 4.4 1.3 0 PP - A 0.8 2.0 2.6 4.4 .1 7.9 9 5..99 o N O I 3 16.5 11.3 5.5 1.6 5 pp 0.1 I o 0'13 1.1 3.7 5.7 10. .1 10.4 R.1 6.20 21 4 13 2 6 9 1 8 0. 13 1.2 5.6 9.0 21. A 0.1 13 1.2 4.9 7.6 17. 2 0. 0.9 3.1 3.7 5.1 C P DAIRY wUEEN NN 2,5-18 50. FT. .2 15.4 .0 BOARD 9 27.8 13.9 7.9 1.8 A A 12.6 7 PP 17.1 9.5 6.1 1.5 PP PP PP PP L_ PP 3 3 4.0 2.2 0.8 0.7 2.3 6.6 6.6 2.2 0.9 3.0 4.6 4.2 3.5 1. PP PP PP g n .2 1.3 1.411( 1.6 3 1. 1.2 1.4 1t 0. 0.1 0.0 MLO_1_0_il b I 0.2 0. 1 0. 1. 01 01 0. 1 0.0 2 0.1 0.0 5 2 0.1 0.01 4 0.1 0.1 0.01 3 10.1 0.1 0.0) �2 0.1 0.0 0.0 01 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 Luminaire Schedule Project: All Projects Symbol Oty Lapel Arrangement Lumens LLF Description 2 TT SINGLE 9000 1.000 ALSCAPE # AA-01-22-100MH-CLL MOUNTED ON 7' POLE + 12 A SINGLE 23000 1.000 BETA # BDE2425M MOUNTED @ 15' ABOVE GRADE 1 NN SINGLE 14000 1.000 BETA # BDJW417-M MOUNTED @ 12.5' ABOVE GRADE El 3 1 B SINGLE 12500 1.000 BETA # BDJ241DM MOUNTED @ 12' ABOVE GRADE Numeric Summary Project: All Projects Label CalcType Units Avg Max Min SITE LLIGHTING JIliuminance Fc 3.15 34.2 0.0 1. EACH OUTDOOR LUM I NA I RE EQUIPPED NI TH A LAMP NH I GH EMITS 51000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUM I NA I RE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AVIA"r FROM ADJOINING RE51 DENTI AL DISTRICTS AND ANAY FROM ADJACENT ROADS. 2. THE SPILLOVER OF L I C-2HTI NG FROM OUTDOOR LUMINAIRES ONTO PUBL I G ROADS AND PROPERTY N RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1 /2) FOOT CANDLE. 5. IF A PHOTOCELL 15 TO BE USED, IT MUST BE ORDERED AT THE SAME TIME AS THE FIXTURE, A5 IT 15 FACTORY INSTALLED. 4. FLAT LEN5 SHALL BE USED ON ALL PARKING AND DRIVE THROUGH LIGHTS. 5. PARKING AND DRIVE THROUGH LIGHTS SHALL NOT BE TILTED. LIGHTING FIXTURE SCHEDULE NO SUBSTITUTION OF LIGHT FIXTURES AND LAMPS SHALL BE ALLOWED. SYM LOCATION MANUFACTURER VOLTAGE BALLAST CATALOG NUIMBER DESCRIPTION CATALOG NUMBER MOUNTING LAMP TYPE # OF LAMPS LAMP CATALOG NUMBER SITE PARKING BETA LIGHTING REACTOR BALLAST (277V PSMH) 16" SQUARE AREA CUTOFF W/ 60' FORWARD THROW AREA BDE2425-M 200-400W PSMH @ 15'-0" ABOVE FINISHED GRADE A CWA-CONSTANT WATTAGE AUTOTRANSFORMER 15' POLE ON A CONCRETE FOOTER THAT IS FLUSH 200-40OW PSMH; 175-400 MH; 250-40OW HPS WITH THE GROUND SITE DRIVE-THRU BETA LIGHTING REACTOR BALLAST (277V PSMH) 16" x 9-1/4" RECTANGULAR LINEAR AREA CUTOFF B LANES BDJ1410-M 150W PSMH W/ 60' FORWARD THROW @ 12'-0" ABOVE FINISHED GRADE REACTOR 10' POLE THAT IS ON A CONCRETE PEDESTAL 2' ABOVE FINISHED GRADE SUBWAY BLDG ABOLITE HARBOR (1) 50W MH W/ 50 WATTS, GE BD17 IBULB W/ EXTERIOR SURFACE MNTD LIGHT @ 12'-6" A.F.F. C PERIMETER HRB 50 MH 120 GGN AL15 PG4F FROSTED PRISMATIC MEDIUM BASE, 5000 HRS COLOR: PMS #554C GREEN GLASS GLOBE ✓y 2900 LUMENS DAIRY QUEEN HUBBELL 175W (1) MVR175/U EXTERIOR SURFACE MNTD WALL PACK SECURITY LIGHT W/ NN BACK DOOR PVL175Hi28/PVLV FULL CUT-OFF VISOR @ 12'-6" A.F.F. (see footnote 1) DAIRY QUEEN JUNO 90W 90 PAR HTU30V EXTERIOR RECESSED MNTD DOWNLIGHT pp CANOPY BOTTOM TC2/258-BLACK TRIM FOOTNOTES: I. LUMINAIRE 'NN' MAY BE SUB5TITUTE0 WITH A BETA # BDJ1N41-1-M MOUNTED a 12.5' A80YE GRADE DATE JULY 6, 2004 REVISIONS AUGUST II, 2004 AUGUST 13, 2004 5EPTEMBER 24, 2004 06TOBER 22, 2004 OGTOBER 2.6, 2004 DEGEMBER 28, 2004 MARCH 4, 2005 JUNE I, 2005 JUNE 28, 2005 SCALE 1"=20' ��yTH OF i W-41N l r. �I"II I n � CERTIFICATE No. `�.-7' �S10NAL g'�G z g a 0 z H V J BRIAN F. SMITH, FE CIVIL ENGINEERING, INC. 9@0 MORE 90111 1 ONE BOOM ° LmD ° M N119@ 105 NEST HIGH 5TREET GHARLOTTE5VILLE, VA 22c102 TEL: (434) 2Q6-3644 FAX: (434) 2Gb-2041 bp5pe@earth11nk.net JOB NUMBER 04-007-00 DNO. 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I . ... ­.. � II>dI.Sft,', ?f f;.::iI l ,.i:f ,-,�E.,,.: `:I: Fil", " 1,!I ­jr,.,�',I jij!i"1 i;:i,.jl � . �,,� v­f J�et:(,.�ijj...,; ; . c.% '. � . :, "'.; I , . " . - ,; .* 6: � 2;`V VJ,di IF illv,' Hli-) �:,� � �,-�i ;�_, � . 1. . ;i. i : . . . . ., I .,.ifsa i e , �.. :,,;I ,,�� ; (", i � �;; lit ,,fi 1:.;: ,)F.,�, 1.�t,l�,: -; fli.F",i,�� e.1 � ( F��rj - I : �­ A:*,� . . H8R, ,eoJ %C l i lilA Ai L15 15Lmmr FG4 4ea C .V-Pferirecea(-n-�Ue-,W i&' )!,r ivejad3 ,rI 'hijt""'cri: 347 finicized : Reflwcx PW'Iflalr- e tcpmot,:IirvjcaS,tlngL�e�-,Jfcr . lirl, : 1 lkhi�-, im, i A, 20 - K' Ali ji-rilliffil (1.ss(ioho, 1,,,,Ptlru,tn! m.,:1-nFing. P.m[ to pdlaA ___ — — __ - - - F111A - Pdj, iiA NittirJ : i : : Fell mix Ce, ]KINHT - Up ext 0,,,,hre md i o5tklp 14ia't , Ko - , I NC-Inc-dir Zscer_,t ] 120 Alorit'rill,1111 : PG4F - . sPJ:qt.i.ianQ,p4, � - _=�0 I - - - - �yW-m:tdl :dib,, - I I �(', �-).,%'T . tjl � S'S ��4j �['� e I . 4 " 1 rooted '�1�08LK C - - I 0'r,rF!,aii,;r:lb .a. Icird viall ;rac:"et.5 C.T31K Gic-LS2�3"k : Pri,,rn.,,�ic set, nj I ar"upy, 70 (Er ,1,,,,,rJ C-pt[cs) I - I 277 c P D - G I �, _;,� Red : : k3l" SS ( lc,be , _ to' 0; 12 (.1 tpfp. T 'I, ,� �evb I r �d lv � ti 'e. c cr rj set I .� Rile �ral;'eN 100 ('('N G.'Iss crml I ; : : I anti , nupywiTh "MIP-C. �luioti C'j I I . s 4, i"c-inif! i:sej 60 C,PT Te - ,.ut­PJ i3r.4,1if,1' : ct 0 l2(.',E,Lr,,S- i0'F:;a�'1-i,d',j@c1f - , ol d sp E019S . 175 : RlY5 Te",(Ule,j Ru"it 1! ",lid, 0r,uPy,)vli:h 59W�(, ooclufl. . I v(3 - T� 1 i e I ", � ­-: ' 'N , 0"t "ll: - . . RQ2�'K - 6'1 �r,,,,vrei:! d, i�,x ,f,) ,I 5�-t and .1­1 . 4' Pj - APilj, �j : : : I i �.,,m r,y. hdt ',,Jos Svi-vlj (_k,ile. Atma,m Pole . - ---.-I- I - ___ -=___] � — _,__�. - I L___ � I I � I 2____ � . . . I 118R 713132M2 Q F L OF GWT A* L2 0 PG4 LQS961tVL X I ---- --- --- -- ---- I Bill .fffh^-�h imii.um (far u) iqxoied lij� 4iAA)rapflici1-1:01v: of If,[ i , �::,,�,�.��)�:�l?�,E���,�3�-�F,.�:[,if",: — "k�: � . _ , rxtiu-;M, D,Jl,l(;wmdi: - flmWli ft,illkm.,.�, an.1111-(,'val CJxvq prin)"). %vitkE tiv'Jimill, btow',,� al tr:3-1 t-fxahk pot,wlim. fopcoin, pmvid1fl,,F Q--i:F�.ulkml, let i'L ;lc,� i(; (�ollo�>Ioll, l.dwiviolc�f. , ' 'i , (1,",�l'�v�i�ili�,i-;�kilt.l;i�)��l.�i�)tk� 111,� fi Ill Z.-Il I'l f�ov.�,r,xt bV Our 7 Y,;arl 41)ifl�'d w.1 rumt y. . - I i g 11 K i it fgt. 1201) ANSI blelp wo.t,illwltl>kl ,'IFPIA�..,.I, vlsil*z 416t)g, Marlfpjn�e. 1A., Ll:jtQkI in U; .S. :110 � GmtFulil f,oF Wt!t lo.�-atioal;. - - - - - — ` 1 - - - - - -- UrX 4j6',0,72,') d Strkw,f - SWrIc-vaid: - Wisiaonsin , i3l.17 - w,tvw.bcta-I PERIMALITER@ If Polyca*rbohvte PVL - Jab:. ob 11 i tJpe, ------------- -- 1— c - �---- A ------j-11 I. 1. . 7I11 Q/ / I // , i= � T M D � I I - s'urface 10" feqd thrLI duit -on hub � PVL 11 Series I - A c 1 I - 1 '14 r) - _1— - - -I--- ____ ___ __ - - m 368 inni �-56 in 1 8 1 rh rn [-IV, �rn ni 31-IIIIIIIIIIIIIIIIIIP01 - PVL - PT - - - L E-11 --- ------ - � - B -- -- - s: d - - r ta. I , , 2 7 2 � - 'i 3 !-3/4" F3 P1 I V 0 __ - T_ - - _ii) i3 Fn Ern I I 2 7 .ill rn 62 6 � rr,Tn 3 'mm I — I - 3 MR-0 NPITL/c triericial and , StOre., - shoo , ping o and- I p;irking . garl: * ,:gb5 Typical mtol.iiltirig height Is 12 -16':(3-4 r-ileters). Rear housing . I -pk� ,.ast a�umjnurn for long life and cr)oler - , .. h aavy rlut,y, die � � One .ce . . . " cpelation;.Bronze i.ektrc)coteCP,finish.issta.ldiird, Mlounts:aver.'; Y�, . - - and 4" re6es,,edIjincti.cn.box. Two '/,:' side eriries for surface ccinduit niou,nting. . Reffed'or ' F-Irec.is11io-In.i1 n.neI d. specIular alurnIinoI j­ oI o..ptin j 1 u.n. pl5fforrfi1.. me. Front Access 1ensl0o(ir,Asserf.bly Removable, )ne7pieCe injection mbIced,.-v_Iabilizpd Od cnrbamite dW, arl d pri�mtic lens for full fro It ,, =,-,ss, Iritel for di -or 3Urface finis fed in* brOnze. Qobr oari,Mjlh�tarid ilgh Impa.ct andind ih(ericr paint , . I . I finis*zi will mot scratuff or rear. . 1. . Ballast Class H Insulated, ,40'F starting (-2("Pfor. M­), 60.­2'HPF. An alumintim.ballast cr)rnoaftrnt�,nt cover isola'es,eN qtricak comporients . . . frorri the optical assembly. Adc1tional Feaf.url,�s - E-ronze Let ktrocot &B 1f ill I sh: n vv. s i-'Je ph6to ,or!461 ham (oi*der fi el d ' I I . . ' I -illed I ir st, PBT Stiries): Post Top. Momrg Accassor-i . (PVL-PT) for sin e r :,ac':I -to -b-ick aiiipl11i:oab-onsI; [:)orf;elain mogul bitse socket; throigh blanch ratod...�o 90' whing: r"ted 1[)-55, OkDERING INFORMATION . . Catalog Number MtOge voltage"Ball'ast __ Welght lbs kg - High PressuKe ,5orlium I S_ �l 70 --- - - - - - - - - - - Qtiad/AL (HPF) - - - - 17 - - - - 7.2 -.--,-.. PV L -0 708-521 L " T(J_ 120/React-or (NPIF) . '12 � . 5.5 - — — — — PV11-40OS-128 , — 100 Qiiaci/A� (HPF) I8. PVLA 003-521 L I 100 - . -_ - 120/Reqctor (W IF) . I -_ -----. 12 - 5.5 150 - - - - - - - - - - - 6( Fac�/A L ( H P V) - - - T 18 - - - T - .8.2 - PVL-11503-621 Ll - - - - - - - - - 150 - - - - 120/React-or f N1 IF) - - - I 2 - - - - - - 5, � T, iitar7H at I d e : PVL-070H-i 28L 70 Quad/PLR (HPF) 23 10.3 -K-11, 7-1 0_6 Hzl 2-8- - L 1 - - !_d6_ - - - - - QtiarJ/PLA.(HPPF - - - 2T - - 10.3 - _____ FIXTURE NN' [WL . 4 7_5.-'A_­. _287z,� : I 175 1 . aia. LA . -:.Q ' P1' ..,:(HPF): . � :24 A0,8 1. Lar-lp it cluded, z ' . I - - 'Nlle cur Vap,r:am1,!s rr:al) -,9 r,r,it-d cn MH ball,it, �. Now �v'aha')Io j'7 --lWV, -ha ige.:8 tQ,G. WO: Foi",-1 ol-i col d9t@ ,39 e fi* ,0 `M VIP r: �9,i, , . 146'... . Note: F,rTn-T,3p.(12,).277.%.',47�'�,liai-i�� . e8T',06.(F.)rO,-la(j,Ta,,.'-�b��Jla�t-,-,08 !x2A.f)V.jjct,:�3A,) iii,*X-X� � . :i�'101 . �. . ii�?§� . I . . I Notet: Act mcriej�l ri-ist be 0."d,3r-,d t,epa.-,tetv ,-i�� - - - - - .. lk,,�., lz-�.,� ��iea, I Xi ..,F ,:,.:.,.,,,,'�,,�ii���,,��,: ... .� ,��,v.,p-�­:, .. . ; :&W4.mm:. � Conithents . . . _L_ C, 13jibutliqlaoy: 'VVajI11ce!11fFg - - ---------------- H!jbt;ell Uji-iting, hic., 2000 EIG-tric V',.Vy, Chrivn iasburg, Wginia M073, (640) 3132-6111 , Fax(640) .".82-157 26 0D . 1-3/99 !% .. ­ - - ....q. . ... .. I .. I , , I � : : : ::::::: 1�1�i�111�il:1111: �--1 FOIQ"�4p ......... "I - gi\ - I . <>­ ­ ... ,:::::::!�!�!���!���i�i�i�i�i�i�i�i�i�i�i�.�.�'�,.,\,...,, : (&;p.-d 'A if t�.;)."�l .,.................,.,................;.;�l.;.:.;.. @1. * J, : ­§-,�. � ... ..: . I I :s rux U:1�6 ::NI a scitlityet 1)01143percd pole i..?. ., :�; llict..", - U� ( 2 " LK 61, .......... (5 I livo x 152 amt) Nand halo ­­ .... Hand'holo,01nr TivQ-Ina l:;Q sloW bat Viii1c, r"vPF .,aJouiadatt,thvr - , ki-olt A0.3 carlavl �AM � 'N,,.� .,�_. . bazo Pinto - - " _�� .. t�.�, K , � 11. I.: ; C."011, ,..-'� it ...O� `_1 :-�,N�1� ��, ., :.: , _1 , .. , A. 1�,M I I sqitarc- Steel 1)oles 11 ((() � Al` (;jj).� Vall �lfj) I ; iffintstir. I �, i it (m) N IV, (,.w.,).� 1�all ) ,W�J(i, � t1tivd inalmil.)Tj:jj)1:-'Q (k il'�Nll flit �1,tf it) .l.". ....... . ........ ­ ..... .1 ... 11 . ....... .1­11 1111- .. ..... I.. ­.... ­­1 . ......... .... ­ ­ ­ ­­­. ... ;­ ­.....". ......."...."".", I ...... ...... I ........ ...... I ........ ­ .... ........ ........ ....... ........ ....... I ........ ....... I ....... 3 ; 11"': W(;�tk`fl,?, lc4.%'jx0A25 ...... 1.1- ... ....... ........ ..... ... �.. ..... ........ ........ ........ ...... � 11 ...... ........ ........ ...... I ­­_ I— .... � ....... I ....... I ..: ...... .. a - ;� IV ,,I'll 06 '% 5 - ­ � !: I . ..... � .. ........ ....... ........ .......... , 640 Tv�jll (�,?-. 18 ), lAiamd alowit) Quivil (diitxt iticklat) �. I - Pli isl 9,*�, z� 4i;z I �Ix �3 \ Q� U"; . . ...... "..... . r..... . .. ........ I . ....... 11 ­­­ ........ ...... ...... .. ... .... ....... I ..... ........ ........ ....... ........ ....... ........ ........ ........ ........ .... 11 . ........ ....... ........ ...... : .. ........ ........ ........ ............... j,6x ­6.�. .--,. . �, -, , '. " , _ . , _ I IISOWXI�:� ili/. P) �,.' 3 S 0J.15 .1 10 TIM(l �4; i)Q: �J� - tit Ll it) Ttnom in��f_'� it 11011 ,�evcMld�, , e, 1) 5.8 ° 6 \ .5 :, ,rc" I ....... ... ....... ... .. I . ........ ....... ... I .... ....... .... I ... ......... ........ ..... I ... ........ ............... � 1. 1. I . 1 1 11.11. ­1 � .... I ....... I ­­ ... .... I .. ..... ........ .. I—- I .1. 11 I'll .11.1 .. ........ I.".. I'll a R 3 I S. t .1, j 1, .,� : � I I � Z I Ox i \ ()� 1_1� ...... * A a �f"r �`Fvutv;t "'ith.L%. .1 A;l: wt,uilt: e1�,. p z:fi.', 3 ;,:� ctof il�,�'Iif�lj t,' ',�.t�,ct:t. 11 ,Wx .to? x.3. B . ­........­ .. ........ �0__­�­ . ......... .. � ..... ........ .. ..... .... .... �­ ..... ....... a ... � : 11,� ' s 0, u ll�',I,MiC :0 ., 15.� 4 )5 :.........."..... .... .. � ... - ... .. .... I..�.":*i.1-10-;,�.��l,-.��,�,�,,�(�'. 16 � iw o I A ; -.1 ia ...... ........ ... ".111- .... � .............. 1-1.1 .. ....... I ...... � .. ....... .. I ... - .. ...... K� mqc-,;��.�li;�, I 9N i. x 1), I I;; . t - � I " .1.1 1 ­. .1 ­ .. I ­ .. .I I I-- I . . '_1xx4xGJ_15 I . ..... 11 . ...... . ... . 11­­ __ . ........ Y -�,s K i� *4x 3 1. 111. ­ .".. '._ (?.7 1!)�,..�,5 - 11 " A -P54515GIE3Z, I FIXTURE PEP, POL 4 POLE5,15 FEET TALL :. I v&'1,5)1C`:i*,l1,z - - 1. ..1. ".. ..... ­ . ­ ­­ ..1.1 . ...... ­ .... . .... I ...... . ........ .1 � , - 1. _`5 psis_?�%'la �1.5 �. 1. .. ........ ': X I . .... I... ­­ - ­1. I..... .. ..... 1. ...... - ; - 0 x � P _� x J., ........ ...... I . ....... ........ ............. ,ES PEP, POE P54515G3E3Z, 2 FIXTUP 1 AT GIO PE6RESSI 3 POLE5,15 FEET TALL ... .. ..... � ....... ........ ........ . . . ­_ , ...... ........ ­ .... ........ .. I .... I ........ ­�..t) S .... . 1-1.1 .. ... I ......... � �A x1lP x 5 .. ... . __, _.Y.". � ... ­­ ­11-11 I ­ ­.."... ' 0 2 3 P54515G2E3Z, 2 F I XTURES, PEP, PO _E AT I bO DE6RE551 I POLE, 15 FEET TALL Axl).125 ­­ 1­1 .. ....... ........ ..., .... ......... ..... _ � .... � .. ....... I I I ... ... ­­­ .­­­ ", ...... . ...... ll?'�.il�io�::Iil��My. �Mx I \ 1), I M ...... 1111111-1 1-11- ­­­­­ ,& _k �. t x � ­ ... . ...."'., . ........ . I - x ­ 5 ­­­ ­1 ... I..."..". 9-I x 10 11.1-1-1. I . ..... � ... ­11111111 ... I ... I'll— -)ETE FOOTIN62 MOUNT POLES ON A GONG'rl;z� FLUSH KTH 6ROUND ELE\/ATION. ... ­1 ... ...�..,........,..."����,".",....� ... . I.........'...1.1,1111.1 .... . I., 1111•-3115MNi*�10111z .1i x 5 S 0, J.Sli . I . 1. 1­1111. I 'N i;,, "'.6 "; x i .­ I..... 11 I I ­­... .....'. , , , l,?,i5,,,66` ;1'3/'� 'Mix .5 x O� W I I . .. . .. .1 ...... ­­.­ ­ ­ ­1 - .... 11 ..... . I ... ­ .1 - P\.6,,�:5osl t:.;a,tz ; 0 � 6 x 0, I . 8 ,,� , , , , , 9-I x i,!l',� �c 5 � ­ � ­ I.. . I). I .,� t 52 x i 11 11 - B -PS4510GIBZI I FIXTURE PEP, POLE, 5 POLES/ 10 FEET TALL ..... .. ....... ........ ....... . � ... ........ ........ ........ ............ � .... I ....... ........ ........ ........ 4, ; �� S­;,%�::�:tfy � x 6 A 0. Oig 'j. , 3 ...... ........ ... .... ........ ........ ... ..... I 11� .... 1­1 . . ........ ...... � ...... � . ........ ........ ........ .... ... ­­­ .. ........ ....... ...... I ....... 10"?x l5 I x 5 , ..... .. .. ..... �...... ...­ . ............. MOUNT POLES ON A GONGRETE PE:DE5TAL 2-FEET AE30\/E GROUND ELE\/ATION. 1 . tt",6mo�:":,iM, WX6,Y ... 0,1�111.1.1 ........ ........ .., ... ........ ....... ....... . ....... I ........ ........ ........ ........ ....... .. . . .. 12. 2 x 1.. 2 �.,.,3 ..... ­ ..... ........ . ........... TOTAL NUMBER OF POLES = 11 �Ntm-iill,evcd S,lot.l jloltl�,, art, ,mliplit.-d Mill %ilded bif,* I I I �qfi,�r(,_v( ' fi,f,,tjwrW pole of,4trtioitrtfl ".1(vt wiling, ("VSTM Our ,xlu�vo pofes rm,'.I! Msti I'0 Milo(kilA5 for ' - I voth covw-, llow, 1­14,ix"Ozed aildlor boft�"tfl-l;"Wlite , gill atid Wind lo� di l(i Ili aw t , (mr A 5(f(W w0l �1 mixti.illum yield ',,'lwqll1 ol, .16,00) v.�.i. n1whotif'-J. ��lvf�tfo � I . � ,� 't " �3 I -mili.tt') molAlto aild it pal� �',il]I% ((!�oj..,( knoti. lill: 11 W-ekt-A to it fol.mW cillhoff stevl 1),�fcx, phil,-', -Mill 'a tallij- �(Ili..lvo pok'z� ,irc Qj.di,�-Jfied by Utildt"Wrilm", � � Illomil), I' ,��h Wit j.,,�'. provi(Ictit With !,,vo W 3 .Ii-"hf�'I",� md *:111. 'm-Falud � buildflig; irf d slwrwth. ofj(;,f)(A) ti,�j.f. ftlhcmllol,W� hw, fox. 'i I I'lluinyid �1.1 IL,ct� 17� .�oli.z�a" Aohojt:1a Xllial lmts,sl(d pe r.d .ml , .�,ct .att,i(fiIliloy ar(rl,,f�IjQdtv kfl'j,-A 'gt ilitiladkv(F , �ii'-,2 mf�wvVdh0rkvo110�C —— boldit IrtwIitfrali�('Ih.i —and -ft".ga g I *� -�t'. :% (1" (.51 x 15,,.trtin) lflrid holelocatWIT(65mm) .i, kilt o v o b ki I I o it Fri f (i 0 to 1) J,3Q. A P I 01 ..., 2 ,,J, I I D 10,`,'s. 'M M .,. .... i .k. t"Vlwijve Ddktllmrd' fiTh"'41 IFI-Illum,,s aft ['root( epv,o: - - - - _: = - - - - — I 1v1.?kl mid Willt o1l'010difit, 111� is km"awd iflskjv� jlok't f0lner �vitllIrl"Idittill bioftw ifftra-duftible Imivd(i 0,tL1log Fill REGUT13Z opp"Ish. Imad hifflQ; 11 hillid llo[e cover iN smift),lit'd bW tolmial, pmidiilg <.�.,,.F:.(,1J4?rfl ro,iisuri(x to convziioll, ( Inv) � � "llppW �qy.Irltt.ly,, For IM rAlfltp!>, Srii1vindlimkillig - I , �:' 3F?,. 5*­, T­, fliii� io�lI 1-v1i-itkadit nd lhmiioahefialtill i�%Vi Li�tcd Ili use cover "I.: ....... . squilre Pok,,�.," Awcc llolt�; joiml.r. than. 31(), ,mx! 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I,I.,�-.. , ,. ., ­, ; :I,,--lo-,')j lF�i,,Iv,�.IE,1�4=iI ;. tlk�').'�.,.(:,.,f.,n"-1� t;t"l­��..l. 4'i.jf_:$ ,: "-�I :3: t 1i :.1-.I, , I(r: (' r1. ";j �X�udig 1ct:r_-r3) I ltF;s :m.j;{ �2t,.­') RFi I W: - 1 -, - UF­cj-�O1it 11,.h UIffgu il,1I1 " :.I !i "'1 ,,:,fdbl ftjcllk!:�,-I,11_,�� ,.. 1 � 0lrolk[!, i,):..1. I ": I.": . , "I ,-1h �i:�lJ�. (t ,,?.- I ,. ,0I#i,..,r,E) k�Ilil v11�.1.':'i: :d l "II-,. I MDUCT ,'00ES ------------- � hFfqm -1 i-& �1 --qlfii4-�q- -W*I�2i!tk �,f i'Nt,i b. iitl11-;iar"t-t,i,,,,, -. -it — -"F-j':.)f Iv,f .-(I :Au�: p4(;-"�",_I I 1-,L":-�,I�,-.- 1M,,� .- 1 . �_ 1: I--/ . I?P _,�-,,,, t"'m-i" f �-i zl ­ "1:1ti DATE JULY 6, 2004 REVISIONS AUGUST 11, 2004 AUGUST 13, 2004 5EPTEMBER 24, 2004 OCTOBER 22, 2004 0 OCTOBER 2(,2004 DEGEMBER 28, 2004 MARGH 4,2005 DUNE I, 2005 JUNE 28, 2005 JULY 1cf, 2005 SGALE 111=20' TH 0 � �C� / CERTIMATE No. ro 145ql ;P10 I# t q,%� 7, I �, 'S�t 0 .5 9 , ZONAL - 1-�01/ BRIAN F. SMITH, FE CIVIL EN61NEERIN6, INC. WF MWE 901199 WE Wom - Wo RMHH12 -7H5TREET 105 NE5T HIGH GHARLOTTE5VII I F, VA 22qO2 TEL. (434) 2q6-3644 FAX. - (434) 2`16-2041 \,. bpspe@earthlink.net ) _ -1 JOB NUMBER 04-00-7-00 D 6. 51TE PLAN 2.FRO SHEET 6 of 10, :. I 5 8- - �� 38p 39 _�_ _ 508� i � • * ui' s' : �1 •' Q ` N : �� �/----------------------------� +51 :_. :. i �_ _ 32 t,= 34 35 36 37 3 :: d �,�`�-, \ Ex . 5 'x5 ' Grate r DRI VIE ; : (>_ I 50l T T T _ �'� \ Top = 501.3 ' - I Inv.In = 491.3 Gatewa V111a e Townhouses DIRE T- •'. I- �-� _ _ � 10 `� �6N \ O '•- �� --�= _ - u-;��p Inv. . Out = 488.4 ' I (Common Area A3j - ifI Res s I -q' SPACES 6, R2.5' o I 1 O / fi-�� I D.B..1226 Pg. f3O c� I T \ I TYi� I GAL \ � GAO. GRETE O _ R5.5 p -� v r O �/ j `_ -�•J BUi�(IPER N -� RI m •. � / z �� I / T i i \ ��.ti � u� O BLOCK � s ���► �► 0 - 6-q SPACES I 6: O J R 502- \ T Iron Fd . 5 m Z 0 I cn I Ex.. 20' Sanitary sewer easement S� O ± T l I Deed book 1407, Page 450 L _ \ 1 42 �� RAG L� `r s s / I - ;� 4' 18' O / PHASE 2 i � I Ex:. 8" PVG 5o O `� 45� `�_ :' P . o FUTURE DEVELOPMENT I � m ► �q� saanitary sewer - + S m 3 .O' Q / /- / I lall.72 LF (9 4.25% N N 00 I LIMITS OF CLEARING i �� / / /�� AND GRADING FOR I cs 520.5 = =CIS: I I PHASE ONE. N cn - N d- I VEGETATION TO REM IN\\ o GAIUTION lll N X - / I ��� / / / UNDI5TUR15ED 5OUTHE 5T m� \ / / I IN TH15 AREA NOTEXISTING U.0. OF THIS LINE. �x T HO1NN 5 AV fY I� / PROPOSED 8" G 5ANITAR-r- 4 /Owl. �� Cx� O SEWER LINE EA \ rn , o D IRY QUEEN + � / � / TO BE DEDICATED ETOETHE � �� ' I I 2,578 SCE. FT. I s'3 - 6 ° SAN1 �e`RY S / / ALBEMA�LE COUNTY SERVICE �� \ W n I 5TA 13+38.40 FF=520.-1 T A `L !* AUTHORifi sir / ° i �� / Existingg sanitary manhole .o --- - - )�.--�'''� cn FLTwnH5G-I-4 m �/ \o4a4.42' DIREGTIONALt 0xS Invp= 488.32' 520. IGN o z�f \boo r / \ -+r / Inv.Out = 488.12' L�l _ R4.5'��3+00 x� U) DRIVE THRU LANE b � � �-' --_, • . . ` \ \ \\ \ � - � -- S -.�' � _ o 415511 S \ \ ,.. S S 40 °5 06"W 548. 9' �� �'o S,o \ \ \ o �4q0 OFF SITE SANITARY Iran \ SEWER EASEMENT TO Fd . PROP05ED 8 PVG SANITARY 10' x 20' DUMPSTER PAD, 6" THICK, 3,500 PSI RIGHT-OF-WAY \�q \ �4qZ - P ► BE GRANTED TO THE \ SEWER LINE � EASEMENT CONCRETE WITH WWF OVER 6" OF TO BE DEDICATED \4 z N� abandoned N _ _ - y.5 A. \ TO BE DEDICATED TO THE 496 94, sediment - - \ �, \ ALBEMARLE GOUNTY SERVICE #21A BA5E5TONE TO PUBLIC, USE \�b�sin,- AUTHORITY BLOCK WALL, I HIGHER THAN DUMPSTER DRAIN \ F y x x x % EXTERIOR FACED WITH BRICK OPENING PRECAST TOP x K x x x, x x x > `� 490 DOUBLE STAGGERED I" X 6" BOARDS PAINTING WHITE Ex. Rip -Rap = / \ < \ Ex. 8 PVC, DOUBLE SWIN6 GATE WITH LOGKING \ -i i -� sanitar sewer MECHANISM \ ` 5oo.56y© 2.06% Inv.out=482.8' ' TO THE GATEWAY VILLAGE \ 5TORMWATER RETENTION POND Ho11y Memorial Gardens, Inc. T.M.P. 03200-00-00-042G0"PLAN VIEW" D.B.2664 Pg.22 ZONING.' C1, COMMERCIAL SEE THE GENERAL WATER � SEWER CONDITIONS ON SHEET 8. 52 51 51 50 50 4q 4cf 485 20 5 0 505 500 q5 PVG q0 nch "PROFILE VIEW" 85 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 0 5 PROJECTED WATER LINE LOCATION IF AND WHEN IT 15 EXTENDED 5 51 THREE (5) FOOT MINIMUM COVER OVER GENTS LINE OF PIPE 0 51 2:-6" LATERALS NEN GRADE 5TA II+a7.42 ExI5tfng n ta� manhole \ NIEW SANITARY MH I FLTwnH5G-I-4 To 4a4.50 � Invn = 4g0.14 Top = 4g4.42 Inv.In = 488.32 5 Inv.Out = 48ci.g4 NEW INV.t IN 455.12 488.62 -_ EXISTING GRADE O 5TA 10+00 / NEW SANITARY MH 2 - \ TOP=516.00 I NV. OUT=503.86 / \ INV. IN = 504.06 (LATERALS) NEY1 8" 5ANITARY SEWER NEW GRADE 4 5 5DR-35 PVC,- Ig3.42 LF ®7.Oq�6 SLOPE NEW 8" SANITARY SEWER 5DR-55 PVG 136.cf 8 LF @ O.cf 65G SLOPE Ex. 8" O q Ex. be a55i5 MIN. COMPACTION (��_ IN FILL AREAS MAINTAIN I' MIN. CLEARANCE EX. 36" RGP STORM I NV.=485.30 1I J 4 DATE MARCH la, 2005 REV15I ONS JUNE 1, 2005 SGALE HORIZ: I'°=20' VERT: I "=5' I P.5M11fff z. CERTIFICATE No. .0 14591 NAL z w W N �Y cg j:) LLI rol Qo C/) mQ z Q y BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. @@LF MWE gfflam WE DOW - IUD ° M aDa@ 105 NIE5T HIGH STREET GHARLOTTE5VILLE, VA 22a02 TEL. (434) 2Q6-3644 FAX: (434) 2cib-2041 bpspe®earthllnk.net JOB NUMBED 04-007-00 DING. NAME SITE PLAN 2.PRO HEFT 7 of 10 DATE MARCH la, 2005 REV15I ONS JUNE 1, 2005 SGALE HORIZ: I'°=20' VERT: I "=5' I P.5M11fff z. CERTIFICATE No. .0 14591 NAL z w W N �Y cg j:) LLI rol Qo C/) mQ z Q y BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. @@LF MWE gfflam WE DOW - IUD ° M aDa@ 105 NIE5T HIGH STREET GHARLOTTE5VILLE, VA 22a02 TEL. (434) 2Q6-3644 FAX: (434) 2cib-2041 bpspe®earthllnk.net JOB NUMBED 04-007-00 DING. NAME SITE PLAN 2.PRO HEFT 7 of 10 DATE MARCH I Q, 2005 REVISIONS JUNE I, 2005 SGALE HORIz: V"=20' PERT: I "=5' TH OF L Wr, P.5MITH CERTIFICATE Na .d� 14591 # ��sS1ONAL an c w Q 3 no'*, BRIAN P. BMITHI PE CIVIL ENGINEERING, INC. gm OWN - IMD ° e HO 105 NEST HIGH STREET GHARLOTTE5VILLE, VA 22Q02 TEL: (434) 2a6-3644 FAX: (434) 26l6-2041 bpepeeeorthllnk.net JOB NUMBER 04-007-00 D O. NAME 51TE PLAN 2.PRO FSHEET 8 of 10 53C 1 525 52C I 515 51C 150E STORM MH A -I DI-3A 5TA 20+00 TOP=520.00 EP=51a.50 INV. OUT=514.a6 STORM MH A-2 OI-3A 5TA 21+74.14 TOP=520.25 EP=51q.75 INV. IN=511.56 INV. OUT= 511.36 EXISTING GRADE FINISHED GRADE PAVEMENT GURB -_ PARKING CURB DRIVE-THRU CURB CURB 170.14 ft of 15" HOPE 2.00% 2-1.46 ft of 15" HOPE ® 2.00% w rvv �u+emu 21+00 21+50 STORM LINE 'A' 22+00 NOTES: I. THE CONTRACTOR SHALL PROVIDE INLET SHAPING TO ALL NEW STORM MANHOLES IN ACCORDANGE WITH VOOT STANDARD I5-1, PAGE 116.08, VOLUME I OFTHE 2004 ROAD 4 BRIDGE STANDARDS. 2. PIPE DISTANCES SHOWN ARE HORIZONTAL DISTANCES MEASURED FROM INSIDE OF MANHOLE TO IN51DE OF MANHOLE. MANHOLES OTHER THAN 4-FOOT DIAMETER WILL CHANGE INFORMATION. BRICK CAP SEE NOTE 3 BRICK FACE, SEE NOTES ON SHEET 3 1'-0" MAX. SOIL LAYER --- - - :�-+ o w Lu a B" CMU W/ #5 VERT. BARS @ 16"o.c. I H cn o m w t- = w T\ Z/ FQ- X 2 9' HORIZ. JOINT REINF. @ 16"o.c. Lu - 3 ><Z o RETAINED SOIL, SEE NOTE 1 00 °`�c ° is oDo 0 0� l'-O" MIN. #57 N STONE BEHIND WALL GEOTEXTILE WRAPPED PERFORATED DRAIN, DRAIN TO DAYLIGHT _ II E H . Q o cn .-t e (3) -#5 CONTIN. LAP 2'-3" AT 8" " (NOM) 81, 3" CLR. SPLICES TYPICAL WALL SECTION FOR WALLS RETAINING < 2'-6" OF SOIL SK-1 1. THE RETAINING WALL DESIGN ASSUMED THE FOLLOWING SOIL PROPERTIES. THEY SHOULD BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION AND THE STRUCTURAL ENGINEER NOTIFIED OF ANY DIFFERENCES: ACTIVE EARTH PRESSURE 45 PSF (MAX) PASSIVE EARTH PRESSURE 250 PSF (MIN) BEARING PRESSURE 2000 PSF (MIN) COEFFICIENT OF FRICTION 0.30 (MIN) 2. NOTIFY ENGINEER IF ACTUAL WALL CONDITIONS VARY. 3. AT NON -RETAINING CONDITIONS, PLACE BRICK ON BOTH SIDES OF WALL AND PERFORATED DRAINAGE PIPE IS NOT REQUIRED. 12 (MIN) 530 52� 525 52C 520 515 EXISTING STORM MH A-3 DI--1, TYPE III 5TA 22+05.60 TOP=51-I.80 INV. IN=510.81 (15" HOPE) INV.=501.70 (30" RrP).j 51C 515 510 505 EX. 30" RGP 505 50C iII 1'-0" MAX. SOIL LAYER - cc= w-� 12" CMU W/ #5 VERT. BARS @ 8"o.c. HORIZ. JOINT REINF. @ 16"o.c. ZRETAINED SOIL, SEE NOTE i 7 1'-0" MIN. #57--- STONE BEHIND WALL GEOTEXTILE WRAPPED PERFORATED DRAIN, DRAIN TO DAYLIGHT #5 X 3'-6' @ 16" o.c. 3" 8 5/8' BRICK CAP BRICK FACE, SEE NOTES ON SHEET 3 CD H W J Q 0 Lu m 0 a.. x Lu X Z o H Lu P U Q H . i U En S LAP 2'-3" AT SPLICES 2'-3" 1'-0' 9' 3" CLR. 4'-0" TYPICAL SECTION FOR RETAINING WALL AT NORTHWEST CORNER OF SITE SK-2 1. SEE NOTES 1 AND 2 ON SKA . RETAINING WALLS DESIGNED BY: DUNBAR, MILBY, WILLIAMS, PITTMAN & VAUGHAN, P.C. CONSULTING STRUCTURAL ENGINEERS 110 Third Street NE Charlottesville, VA 22902 (434) 293-5171 FAX (434) 977-5191 525 520 515 STORM MH B-I STORM MH B-2 STORM MH B-3 STORM MH B-4 STORM MH I DI-3A DI-3A DI-3B, L=8' DI-3A DI-3A 5TA 30+00 5TA 30+58.03 5TA 31+08.114 5TA 31+46.24 5TA 31+55 x TOP=518.20 TOP=516.50 TOP=516.50 TOP=514.35 TOP=514.3 EP=51-I.-IO EP=516.00 EP=516.00 EP=513.85 EP=513.8E INV. OUT=512.3 INV. IN=508.cil INV. IN=507.7-7 INV. IN=506.g0(2) NV. OUT=50- INV. OUT=508.71 INV. OUT=507.5-7INV.=4cI7.86 NEW 6" SANITARY LATERAL INV.=512.42 CURB PAVEMENT PAVEMENT CURB CURB FINISHED GRAPE EXISTING GRADE W FIRE LINE 54.05 ft of 15" HOPE ®6.315� NEW WATER SERV I GE 46AI ft of 15" HOPE a 2.00% 33.30 ft of 15" HOPE ® 2.04916 5.31 ft of 15" HDPE 9 2.0-7%-/ 30+00 �50+50 �I +UU STORM LINE ' B - E' STORM MH C-I STORM MH B-3 D I-3A D I -3A 5TA 40+00 5TA 40+25.66 TOP=516.a0 TOP=516.50 EP=516.40 EP=516.00 INV. OUT=50a.aa INV. IN=507.76 INV. OUT=507.56 CURB PAVEMENT NEW GRADE EXISTING GRADE 21.66 ft of 15" HOPE ® 10.30% 301+50 40+00 40+50 STORM LINE 'C' LINE W ORAL I NAGE STRUCTURES STRUGTURE NO. TYPE LENGTH TOP ELEY. INY. ELEY. SLOPE Al DI-3A - 520.00 514.g6 (OUT) - Al TO A2 15' HOPE 170.14' - - 2.00S A2 0I-3A - 520.25 51136 OUT A2 TO A3 15" HOPE 21.46' - - 2.00% A3 EX. 9I-7, TYPE III - 517 80 510.bI 15 HOPE)_ 501.70 0" RCP) LINE 'B-F-' L7RA 1 NAGF_ STRUCTURES STRUCTURE NO. TYPE LENGTH TOP ELEY. INV. ELEV. SLOPE 51 D I -3A - 51 b.20 512.32 (OUT) - 51 TO E32 15' HOPE 54.05' - - 52 DI-3A - 516.50 5Ob.11 (OUT) E32 TO 55 15" HOPE 46A' - - 2•00% 83 DI-3A - 51650 50-1.57 OUT - E35 TO 84 15" HOPE 35.30, - - 2.04% 134 DI-3A - 514.35 5O6.g0 2-15' HOPE) 4g7.86 30" RGP - E34 TO El 15' HOPE 5.31' - - 2.01% El DI-3A - 514.33 507.01 (OUT) - 525 525 520 52C 515 51� E> 510 51G 505 50G 495 33+00 STORM Z)1 tDu 520 515 505 500 STORM MH 0-1 STORM MH 0-2 0I-3A DI-3A 5TA 33+00 5TA 31+55.55 TOP=514.44 TOP=514.33 EP=513.74 EP=513.83 INV. IN=507.05 I NV. OUT=507.4 INV.=4g6.72 (EX.) FINISHED C� 15TIN6 GRADE l-- 17.6a ft of 15" HOPE ® 2.Ocl% LINE 'D' 525 520 ,DE 515 505 4a5 LINE 'G' DRAB I NAG1E STRUCTURES STRUGTURE NO. TYPE LENGTH TOP ELEY. INV. ELEY. SLOPE GI OI-3A - 516.a0 5O1.gq (OUT) - GI TO B3 15" HOPE 21.66' - - 10.30� 63 01-3A - 516.50 501. I - 50157 OUT LINE 'D' IDRA I NAGE STRUCTURES STRUGTURE NO. TYPE LENGTH TOP ELEV. INY. ELEV. SLOPE DI 0I-3A - 514.44 507.05 Ow_ 45632 30' RGP DI TO 02 15" HOPE 11.6q' - - 2.0q% 02 DI-3A - 514.53 501.42 (OUT) - DATE MARCH I g, 2005 REYI S I ONS JUNE I, 2005 SGALE HORIZ: I "=20' VERT: I "=5' o� r� m P. SMITH a CERTIFICATE No. ,� 14591 jo ss � 1, l �onAL_ z w w cn �Y >0 mg o� `o Q LL m Q BRIAN P. 54TH1 FE CIVIL EN61NEE� IN6, INC. @@0 (�C��(OM��ROE� D0���MM1 rnrn (��(��` OmDO�UIIIU ° L'�r�YIVD o uV��U�I 105 WEST HIGH STREET GHARLOTTESYILLE, YA 22CIO2 TEL: (434) 2q6-3644 FAX: (434) 2g6-2041 bpepe@earthllnk.net JOB NUMBER 04-007-00 D 6. NAME SITE PLAN 2.PR0 SHEET 9 of 10 GENERAL E & S CONTROL NOTES E5-I: Unless otherwise Indicated, all vegetative and structural ero5lon and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and 5edlment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. E5-2:The plan approving authority must be notified one week prior Eo the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final Inspection. E5-3:AI1 erosion and sediment control measures are to be placed prior to or a5 the first step I clearing. E5-4:A copy of the approved erosion and 5edlment control plan shall be maintained on the site at all 1IM05. E5-5: Prior to commencing land disturbing activities in areas other than Indicated on these plans (Including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authorlty. 11 4fi:ia�6� E5-6:The contractor Is re5pon5lble for installation of any additional erosion control measures II Ir i FC 5 28 F necessary to prevent erosion and sedlmentatlon as determined by the plan approving II / ► I authority. l i 3 51 8 \ CONSTRUCTION ENTRANCE. ES--I:AII disturbed areas are to drain to approved sediment control measures at all times during utility pole III 5� 04 F� U51NG A HYDRANT METER, PROVIDE A MIN. I INCH TAP 5UPPLYING land disturbing activities and during site development until final stabilization is achieved. (typical) 11 1 i i F \ �1A WASH H05E WITH A DIAMETER OF 1.5 INGHE5 FOR ADEQUATE I E5-8:0uring doNatering operatlon5, water will be pumped into an approved filtering device. SF I I 11 GON5TANT PRE55URE. HASH WATER MUST BE CARRIED AWAY E5-ci:The contractor shall Inspect all erosion control measures periodically and after each I1 515 32 runoff- roducin rainfall event. An necessary re alr5 or cleanup to maintain the S Ex. Drop 15092 CL RD CE FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO I p g y y p p underground elect is — — — _ — — — _ _ Inlet= — REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM effectiveness or the erosion control devtce5 Shall be made immediately. \S tele. —� 3 I ENTERING STORM DRAINS, DITGHE5 OR HATER GOUR5E5. �o- ped. / / LIMITS OF CLEARING AND GRADING I. The ma orit of the site 15 covered with tall broom sedge grass. T T /--------- 15 15 32 2. This projecly will require fill to be hauled to the site to meet final grades. '- ----------------- TV ---- - ------------" Ex. 5'x5' Grate -- ----------------TV--------------------j 513 4 FC I This source shall comply with all borrow area regulations on the Borrow Area Top = 517.8' ---- /I Checklist and/or have an approved E 4 5 Control plan. I I IP Inv = 501,7"' / �-- 513 edge of pavement I 3. The Solls on the site are defined as loamy udorthents (88). I/ 3 F along ugrd. television F o - -- --- t cable cn SOD SF I V�EG �_� / I I ��` 3 r E le IP ' T ansf. PS & MU �;,,, s6__ TS 1 _I o$19.5 C S / X cw �T'' s T.V. I IPA I - Ped. DC------ --- F 1 I I__ _CS- IPF ;----------- LIMITS OF CLEARING AND GRADING k + I P s� _ �----j Ugrd . 4 I S I FF=52¢.7 q •0 ,(P 3 Telephone /' eht I \ '' ```` \ r O.S + 48.8 IP telde. / I/ i i I cn Ex. ; 5 'x5 ' I Grate I I Top l = Inv'. = 5211.9' 5Q7.0 ' I ' Ln � 0 N I w J Z o I I �i 0 rn N �� -0 � I I II 00 1 I t!) ,,,,_ I — � I Z I �Q I 1 . I PS & N L fiber optic a marker � \ o X I f S +52, Ex. 16" C.M.P. Inv . in=527.45 ' Inv .out=526.6 ' II # II CL RD I � II 5 J61011 18 I z I I I L I I 51 9 �FF C I i- III FCj� D- 1506D I Zz --------i r-----------� cQ I I 514E 95 to 516083 1 II 6 I II I I 3 II I 1 1 I 515 0 60 515 00 1 Ii CL D F I I l + to ' In I D N — — t ;� I - I I I � I s �rYry + 20. + 520.5 ==�1 DC Cs I IP to I I IN m C RS 0 / S �FF=520.7 ro'�ATERAL \ 1x 520 2 \ o CRS `—'�-- � VEG —_ \ 520 \ � r \r r vd r h� tin tin `S�'� tin \ tin 528— — 5ED 1 MENT TRAP # I : DRAINAGE AREA=1.85 AGRE5 REQUIRED NET STORAGE VOLUME=3,347 GOF NET STORAGE DIMENSIONS: BOTTOM: HIDTH=11', LEN6TH=46' TOP: HIDTH=25', LEN6TH=60' DEPTH=3.5' VOLUME PROVIDED=3,511 GF REQUIRED DRY 5TORA6E VOLUME=3,347 GF DRY 5TORA6E DIMENSIONS: BOTTOM: HIDTH=25', LENGTH=60' TOP: HIDTH=33', LENGTH=68' DEPTH=2.0' VOLUME PROVIDED=3,744 GF OUTLET LENGTH= I P Ho = 2.0' H = 3.0' W=2.5' L = 11' 524 0 LIMITS OF CLEARING AND GRADING IS THE PROPERTY LINE CX. 30 ' R C` I pe / 5 8— ----------------- -- % � ` Ex . 5 'x5 ' Grate 506— T T - T / \ Top 501.3 ' TOP501L X DD �__ ��` Inv.In = 491.3 I Cn X 5TOGK LE TT—_ _ _ _ , __;--_�_„�� Inv. Out = 488.4' om— Tom-- T S0� I X T - \ PS & MU .` Ln O � 0 r tL / T /IL ST #1 I DRAINAGE AREA TO '500 \ / / O SILT TRAP #1=1.85 AGRE5 LIMITS OF CLEARING '1'► t o 1 AND GRADING FOR I i- I PHASE ONE. 1 cn I VEGETATION TO REMAIN (3 1 �1 I I UNDI5TURBED 50UTHEA5T X I OF THI5 LINE. \ 6 1 1 '1 / / 1Q SF \ o _q�10 OFF 51TE 5ANITARY o \ \� 19 /SEWER EA5EMENT TO Q 11 ; BE VA. NTED TO THE DD 9� \ abandoned A 496 494_ sediment N 1 11 / xx� —1 1— x x x x x x x x \ xxxxxy 90 1 1 Ex. Rip -Rap 'V= 1, LIMITS OF CLEARING AND GRADING — —1 50.0' RIGHT-OF-WAY TO BE DEDICATED TO PUBLIC U5E DRY STORAGE I. Y2= 2 2XD� A� HxL 2 D 2'\ °°0°9 0 0 o o/ H H / A= H X L 2 0°0°0 0°0 0 C ° NET STORAGE OR D EXCAVATED STORAGE V - A + A, X D - X #3 STONE GLA55 I RIPRAP �- 2 Tl'P I GAL SEI� I MENT TRAP THE CONTRACTOR SHALL INSTALL AND MAINTAIN A SAFETY FENCE AROUND EACH SILT TRAP HITH EXCAVATED STORAGE UNTIL 5UGH TIME THE TRAP 15 REMOVED FROM 5ERVIGE 1 11 LIMITS OF CLEARING AND GRADING IS THE SANITARY SEWER EASEMENT Inv.out=482.8' TO THE GATEWAY VILLAGE 5TORMWATER RETENTION POND Benchmark Origin: P.K. nail on the N.E. corner of the Forest Lakes Entrance sign. Elev. = 532.78' FIELD RUN TOPOGRAPHY PROVIDED BY RE51DENTIAL SURVEYING SERVICES 117 4th Street, N.E., Charlottesville, VA 22g02 (434) 245-8744 DATE MARCH IQ, 2005 REVISIONS DUNE I, 2005 SGALE HORIZ: I "=20' VERT: I "=5' off' �LTH OF kr �RIAM P. SMITH CERTIFICATE No. .off 1459i ICNAL �' 7-` z w w cn �Y cg oc `o ILL m Q BRIAN F. 5MITH, FE CIVIL ENGINEERING, INC. OW NMM BORN M MEN o Lao ° e OM 1051AE5T HI6H 5TREET GHARLOTTE5VILLE, YA 22Q02 TEL: (434) 2a6�644 FAX: (434) 2cib-2041 bp5pe®earthlink.net JOB NUMBER 04-007-00 DNO. NAME 51TE PLAN 2.PRO SHEET �10 of 19j