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HomeMy WebLinkAboutSDP200900028 Plan - Approved Major Amendment, Final Site Plan 2009-09-16F E I C 0 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT i PLANNER/ZONING C--0.0 ENGINEER TO ENSURE INSTALLATION OF GAS (LINES ARE COMPLETED INSPECTIONS ALTA SURVEY ARB PRIOR TO ASPHALT OR CURB PLACEMENT e DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY PHONE: (434) 970-3812 VIRGINIA DEPARMENT OF TRANSPORTATION 5. HEALTH DEPARTMENT UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT UTILITY/ GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY -- OTHERS RESPONSIBILITY - Walmart Stores. Inc. 975 Hilton Heights Road Albemarle County, Virginia THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. OWNER/DEVELOPER WAL-MART REAL ESTATE BUSINESS TRUST 1301 SE 10TH STREET BENTONVILLE, AR 72716 ENGINEER DEWBERRY &c DAVIS, INC CONTACT: BRIAN BRADNER, PE 551 PINEY FOREST ROAD DANVILLE, VA, 24540 434 797-4497 TELEPHONE 434 797-4341 Fax PROPERTY INFORMATION: TAX MAP A PARCEL NUMBER: 04500 -00-00-06805 ZONING: HIGHWAY COMMERCIAL (HC) MAGESTERIAL DISTRICT: RIO LOCATION (COUNTY & STATE): ALBEMARLE COUNTY, VIRGINIA SITE LOCATION _MAP(10 ALERT TO CONTRACTOR: 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS." 2. ALL NECESSARY INSPECTIONS ASND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 3. CONTRACTOR IS TO IDENTIFY THE LOCATION, DETERMINE ADEQUATE STABILIZATION MEASURES, AND OBTAIN APPROVED PERMITS FOR ANY OFF-SITE BORROW/FILL/WASTE SITE(S). THE ULTIMATE DESTINATION FOR; ALL DEBRIS FROM DEMOLITION MUST BE IDENDIFIED AT THE PRE -CONSTRUCTION CONFERENCE. CONTRACTOR SHALL CONTACT COUNTY BUILDING OFFICIAL, VDOT PERMIT COORDINATOR AND MISS UTILITIES OF VIRGINIA MIN. 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. ALL CONSTRUCTION SHALL BE PERFORWED IN ACCORDANCE WITH THE VIRGINIA DEPT.. OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS & SPECIFICATIONS. U CHARLOTTESVILLE GAS -COORDINATE CONSTRUCTION ACTIVITIIES WITH GAS COMPANY -SERVICE FROM THE POINT OF CONNECTION C--0.0 305 FOURTH STREET NW TO ENSURE INSTALLATION OF GAS (LINES ARE COMPLETED UP TO AND INCLUDING SETTING OF METER WILL BE BY ALTA SURVEY CHARLOTTESVILLE, VA 22903 PRIOR TO ASPHALT OR CURB PLACEMENT e THE GAS COMPANY 4. PHONE: (434) 970-3812 -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLA.1.'-` 5. C--3.1 CONTACT: IRENE PETERSON AND PER THE GAS COMPANY REQUIREMENTS C--3.2 'STAKEOUT PLAN 7. `- tF I . _STAKEOUT PLAN 8, C-4.0 z�RADING PLAN 9. C--4.1 T AIMING WALL PLAN -COORDINATE CONSTRUCTION ACTIVITIES WITH -TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONIo EMBARGO COMPANY TO ENSURE INSTALLATION[ OF UNDERGROUND- TELEPHONE CABLES FROM THE POINT OF CONNECTION UP r 417 W. MAIN STREET LINES NIA S ARE COMPLETED PRIOR TO ASPHALT OR CURES TO THE BUILDING C--4.2 CHARLOTTESVILLE, VA 22901 12. C--5.0 L)TILITY PLAN PHONE: (434_) 974--6928 -PROVIDE AND INSTALL PULL BOXES AND CONDUrr AS PER E & S PHASE 1 14. CONTACT: TERESA BRYANT TELEPHONE COMPANY REQUIREMENTS 15. C-7.0 EXISTING LANDSCAPE PLAN -COORDINATE CONSTRUCTION AC714TIlES WITH ELECTRIC C--7.1 ELEQTRI 17. COMPANY TO ENSURE INSTALLATION OF UNDERGRC`m` : - NEW LANDSCAPE DETAILS 18. DOMINION VIRGINIA POWER LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB 19. C--8.1 LIGHTING CUTSHEETS EXHIBIT PLACEMENT C--8.2 LIGHTING CUTSHEETS EXHIBIT 1 719 HYDRAULIC ROA[? 1719 C-9.0 MISCELLANEOUS DETAILS 22. CHARLOTTESVILLE, VA 2272 -COORDINATE RELOCATION OF EXISTING TRANSFORMER PAD -ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL C-9.2 MISCELLANEOUS DETAI'LS - -; 24. 44ATERIALS NEEDED TO ESTABLISH PRIMARY UNDERGROUND MISCELLANEOUS DETAILS PHONE: (434) 972-6793 -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND AND OVERHEAD SERVICE FROM POINT OF CONNECTION AT THE 26. C-9.5 MATERIALS EXISTING LINE UP TO THE TRANSFORMER C-10.0 CONTACT: RRANDA MARIE -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CONTROL DETAILS 28. C--10.1 CABLE FOR ALL UNDERGROUND LINES UP TO THE CONTROL DETAILS TRANSFORMER SANITARY SEWER ALBEMARLE CO. SERVICE -PROVIDE AND INSTALL SANITARY SOWER CONTROL DETAILS AUTHORITY LINES AND ASSOCIATED APPURTENANCES PER THE PLAINS 168 SPOTNAP ROAD AND SPECIFICATION CHARLOTTESVILLE, VA 2291 PHONE: (434) 977-4511 _COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER CONTACT: PETER GORHAM OF RECORD AND THE SERVICE AUTHORITY. SEE UTILITY PLAN FOR REQUIREMENTS. WATER -PROVIDE AND INSTALL ALL WATER WAINS AND ASSOCIATED APPURTENANCES PER THE PLANS AND SPECIFICATION ALBEMARLE CO. SERVICE -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM AUTHORITY SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER 168 SPOTNAP ROAD CONTRACTOR CHARLOTTESVILLE, VA 2291 _ALL PORTIONS OF OTHER NON FIRE: PROTECTION RELATED PHONE: (434) 977-4511 LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR CONTACT: PETER GORHAM _COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND THE SERVICE AUTHORITY STg MWATER ALBEMARLE COUNTY -PROVIDE AND INSTALL ALL STORM SEWER LINES AND DEPARTMENT OF COMMUNITY ASSOCIATED APPURTENANCES PER TME PLANS AND DEVELOPMENT SPECIFICATION 401 MCINTIRE ROAD -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWA91E CHARLOTTESVILLE, VA 22902 STORM SEWER MATERIALS PHONE: (434) 296-5832 CONTACT: PHIL CUSTER THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED. OWNER/DEVELOPER WAL-MART REAL ESTATE BUSINESS TRUST 1301 SE 10TH STREET BENTONVILLE, AR 72716 ENGINEER DEWBERRY &c DAVIS, INC CONTACT: BRIAN BRADNER, PE 551 PINEY FOREST ROAD DANVILLE, VA, 24540 434 797-4497 TELEPHONE 434 797-4341 Fax PROPERTY INFORMATION: TAX MAP A PARCEL NUMBER: 04500 -00-00-06805 ZONING: HIGHWAY COMMERCIAL (HC) MAGESTERIAL DISTRICT: RIO LOCATION (COUNTY & STATE): ALBEMARLE COUNTY, VIRGINIA SITE LOCATION _MAP(10 ALERT TO CONTRACTOR: 1. THE SITEWORK FOR THE WAL-MART PORTION OF THIS PROJECT SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK SPECIFICATIONS." 2. ALL NECESSARY INSPECTIONS ASND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 3. CONTRACTOR IS TO IDENTIFY THE LOCATION, DETERMINE ADEQUATE STABILIZATION MEASURES, AND OBTAIN APPROVED PERMITS FOR ANY OFF-SITE BORROW/FILL/WASTE SITE(S). THE ULTIMATE DESTINATION FOR; ALL DEBRIS FROM DEMOLITION MUST BE IDENDIFIED AT THE PRE -CONSTRUCTION CONFERENCE. CONTRACTOR SHALL CONTACT COUNTY BUILDING OFFICIAL, VDOT PERMIT COORDINATOR AND MISS UTILITIES OF VIRGINIA MIN. 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. ALL CONSTRUCTION SHALL BE PERFORWED IN ACCORDANCE WITH THE VIRGINIA DEPT.. OF TRANSPORTATION DIVISION OF HIGHWAYS STANDARDS & SPECIFICATIONS. U SPECIAL SHEET INDEX 1. C--0.0 COVER SHEET 2. C-1.0 ALTA SURVEY 3. C• -2,C,, DEMOLITION PLAN 4. C-3.0 � JE PLAN 5. C--3.1 "'HASINC PLAN 6. C--3.2 'STAKEOUT PLAN 7. `- C--3.3 . _STAKEOUT PLAN 8, C-4.0 z�RADING PLAN 9. C--4.1 T AIMING WALL PLAN 1 MAT N i�,bND PROFILE 10. C--4. 1. A n`E,TAINING WALL PLAN r � *` ND PROFILE 11. C--4.2 UTILITY PROFILES 12. C--5.0 L)TILITY PLAN 13. C--6.0 E & S PHASE 1 14. C--6.1 F & S PHASE 2 15. C-7.0 EXISTING LANDSCAPE PLAN 16. C--7.1 NEW LANDSCAPE PLAN 17. C--7.2 NEW LANDSCAPE DETAILS 18. C--8.0 PHOTOMETRIC PLAN 19. C--8.1 LIGHTING CUTSHEETS EXHIBIT 20. C--8.2 LIGHTING CUTSHEETS EXHIBIT 21. C-9.0 MISCELLANEOUS DETAILS 22. C-9.1 MISCELLANEOUS DETAILS 23, C-9.2 MISCELLANEOUS DETAI'LS - -; 24. C--9.3 MISCELLANEOUS DETAILS 25. C--9.4 MISCELLANEOUS DETAILS 26. C-9.5 MISCELLANEOUS DETAILS 27. C-10.0 EROSION AND SEDIMENT CONTROL DETAILS 28. C--10.1 EROSION AND SEDIMENT CONTROL DETAILS 29.. C-10.2 EROSION AND SEDIMENT CONTROL DETAILS SPECIAL i DEPARTMENTOF i i' APPROVED ENGINEER-011MIAMI 08/2002 WILL NO LONGER BE r , i r i ONTO r.• i r 4061 IN Willa 4W na -2. - r.r SPECIAL USE PERMIT SP -2002-024 APPROVED 08/2002 WILL NO LONGER BE USED. ALBEMARLE COUNTY SITE PLAN: SDP -2009-00028 Aps"'1wo, Dewberryo Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 KEY PLAN SCALE GRAPHIC SCALE 4 20 40 80 �IN FEET � 1 inch = 40 ft - Willa 4W 9 3 7/2/09 O co .� z 6/8/09 1 MAT N CO o cc MAT PER COUNTY COMM. r � � Description W = o 0 W W O Cis a) LO _ Cz E co KEY PLAN SCALE GRAPHIC SCALE 4 20 40 80 �IN FEET � 1 inch = 40 ft - REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE MAT 04/13/09 COVER SHEET PROJECT NO. 5001 1382 C-0.0 SHEET NO. 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 1 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITLE MAT 04/13/09 COVER SHEET PROJECT NO. 5001 1382 C-0.0 SHEET NO. I 11 X 0 Ar 0 SCHEDULE B, PART 2, EXCEPTIONS ITEM 11 NOT BEING ADDRESSED BY THIS SURVEY J2 Easement taken for Virginia Electric and Power Company, by Final Order dated October 12, 1953, recorded October 12, 1953, in Deed Book 307, page 413, as detailed therein. Plat of survey to be filed with referenced document not provided. Overhead electric line for easement shown at Deed Book 813, page 657. Easement width not specified, Overhead electric line plotted hereon, K3 Intentionally deleted. 6 L4 Easement granted to The Albemarle County Service Authority, dated May 181, 1984, recorded September 5, 1984, in Deed Book 813, 00\ page 655, to maintain, repair, replace and extend an 8" water line, as detailed therein. See 12 Waterline Easement and (2) 10x20 Q? ,`ti' Fire Hydrant Easements Plotted hereon. Also see General Note #6. .�� l M5 Terms, duties, conditions, etc. as set forth in Performance Agreement by and between Wal-Mart Stores, Inc., and the County of r Albemarle, Virginia dated January 18, 1991, recorded January 22, 1991, in Deed Book 1137, page 278. See traffic light pole plotted hereon. - N6 Easement granted to Virginia Electric Power Company, dated April 29, 1992, recorded May 21, 1992, in Deed Book 1226, page 364, to construct, operate and maintain underground conduits and cables and a pole line for the transmission and distribution of electricity together with appurtenances and rights as detailed therein. Easement plotted hereon graphically per referenced map and from physical location of power pales and overhead electric line. Note: Beginning at electric transformer, location of underground lines is not known by this surveyor and easement description is to vague to plot on survey. 15' underground easement is shown partially hereon, actual end of easement is unknown. 07 Easement granted to the Albemarle County Service Authority, dated Octobeir 16, 1992, recorded October 26, 1992, in Deed Book 1264, page 7, to construct, operate and maintain sanitary sewer lines together with appurtenances and rights as detailed therein. Easement plotted hereon graphically per referenced map and from physical location of sanitary sewer manholes. P8 Easement granted to The Albemarle County Service Authority, doted Octobelr 16, 1992, recorded October 26, 1992, in Deed Book 1264, page 17, to construct, operate and maintain water lines together with appurtenances and rights as detailed therein. Waterline easement (per referenced plot) plott1.ed hereon gr1.aphically by offsetting the property Iline and from physical location of water valves. Also see General Note #6. 1. Q9 Easement granted to Commonwealth of Virginia, dated February 22, 1994, recorded April 28, 1994, in Deed Book 1400, page 210, to construct, operate and maintain a signal system and/or other constructions together with appurtenances and rights as detailed therein, and 20' Drainage Easement and Drainage Line extending from 20' Existing Drainage Easement as shown on plat recorded in State Highway Plat Book X11, pages 10 & 11. Signal easement plotted hereon.. Referenced deed does not refer to drainage easement. However, drainage easement is shown as an existing 20' drainage easemeint on Highway plans and said Highway plans references an earlier site plan. Said drainage easement does not appear in any other title exception. See storm drainage system plotted hereon. R10 Easement granted to Robert H. Rosenthal and Harrison Nesbit, 11, Trustees, dated December 11, 1995, recorded January 5, 1996, in Deed Book 1513, page 379, to construct, operate and maintain sanitary sewer lines together with appurtenances and rights as detailed therein, and a 20' Private Easement extending from the granted easement as shown on plat attached thereto. Plotted hereon. S11 Easements granted to the County of Albemarle, Virginia, dated July 31, 1995, recorded August 19, 1995, in Deed Book 1484, page 654, to construct, operate and maintain for drainage, guardrails and signal poles together with appurtenances and rights as detailed therein. Plotted hereon. As to Signal pale easements, only easements 2 iand 3 are plotted on this survey. Note: See two signal poles plotted hereon which fall outside of easements. W12 In addition to the above referenced matters, the Survey shows the following adverse matters: a. Existing 20' Drainage easement per Deed Book 1133, page 675 over the southern and eastern portions of the property. b. Storm drainage lines, with manholes and drop inlets, run throughout the property, c. PIV, fire hookup and 3 pay telephones located in the central portion of the property at front corner of a 1 -story brick and block building. d. Electric control panel located in the western portion of property at rear of a 1 --story brick and block building. e. Water lines, fire hydrants, water valve boxes and water meter located throughout the property. f. Hyundai sign encroaches onto the southern portionof the property. g. Portion of Hilton Heights Road encroaches onto the eastern portion of property. Exception is taken to right of others in and to the use thereof. CERTIFICATION NC?T'E . o �' g � COMMWENT �+' To WAL-MART REAL ESTATE BUSINESS TRUST AND ITS , , THIS SURVEY BASED ON A TITLE SUCCESSOTS, AFFILIATES AND ASSIGNS, AND CHICAGO TITLE i I COMMITMENT PROVIDED BY CHICAGO TiTLE INSURANCE COMPANY: 'ROBERT H, BENGTSON> INSURANCE COMPANY This is to certify that this map or plat and the survey on L{TITLE COMMITMENT No. 287300159 . which it is based were made in accordance with the "Minimum g No. aa�4g � EFFECTIVE DATE: APRIL 6, 2009 Standard Detail Requirements for ALTA/AGSM Land Title Surveys," ' l/ a I "�4 AT 8:00 a.m. jointly Established and adopted by ALTA and NSPS in 2005, and �1-rrJU � REVISED: JUNE 15, 2009 includes items 1, 2, 3, 4, 6, 7a, 8, 10, 11 b, 13, 15 and 19 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and HSPS and in effect on the date of this certification, undersigned further certifies that in my professional GENERAL NOTES opinion, as a land surveyor registered in the state of Virginia, the Relative Positional Accuracy of this survey does not exceed 1. THIS BOUNDARY SURVEY IS BASED ON FIELD SURVEYS DATED that which is specified therein, MARCH 12, 2008 TO DECEMBER 15, 2008. 2. PARKING SPACE ALLOTMENT: 660 STANDARD PARKING SPACES 22 HANDICAPPED PARKING SPACES LEGAL DESCRIPTION I 1 682 TOTAL PARKING SPACES (ENCLUSiVE OF 64 STANDARD PARKING SPACES LOCATED WiTHiN GARDEN CENTER FENCED Tax Map: 45-68D5, WAL-MART REAL ESTATE BUSINESS TRUST, AREA.) STORE 1780-09. 3. AREA, SUMMARY- SUBJEGT PROPERTY 13.28• ACRES INCLUSIVE OF 0.066 Beginning at a paint at the intersection of the northern right of ACRES IN ROADWAY OF HILTON HEiGHTS ROAD (S.R. 1438). way line of Seminole Trail (U.S. Hwy. 29) and the western right of 4• STORM SEWER AND SANITARY SE:�ER DATA HAS BEEN GUAT7RAIC EIP �1 z /.L Z U OD W 0 0 I' z " a; E �T I U f 10 i' i � \ .i"r, J N73'48'30"E �X i CH=65.35 N36'43'30"E , ./ , _ L=73.13 �f CH=286.04 ____" R=45.00 L=287.35 - ----- __ Tan=47.52 `�I / ,� d - , f_~. �r ____..__�- =93'07'00" ._- ---`" R-868 81 Tan=145.00 � , `'� i"r_ --' r � \ �� � � D=18'57'00" _ . - - -______�', - ' �` -- EIP � ��,,�/ 0* z I 11___-__ 5 , le: \ \ \ I y- • g .B DRIVE -------------_I-----------------------.-.-------------. 03 - - __- EIP g \ � \ EIP � y 1 j RAMP N A P 0) - _ - GUPRO -- __ �� � s2� \ •� io ` I _.__^50" PUBLIC RIGHT__ OF WAY PER FIEF. 7 _--__�.._....------ .`J"_ � _--__._- � ,. � N F{n�' \ `\ 11 ` I --SPEE[7-LIMIT 35M.P.�{v_._. _._ __.___ _---___ ___ __ ____..__� -VIM� l , s : ' �� Y-. -ifr, , Y ;r r;r - {:. _ - „.-: 1. ;'f ?tY \ t N, \ l �m -._.- �S1' . 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", I/, I I SUBJECT PARCEL ., / t / W /-. l rt a j FF=469.6 -__ i 'TRACT A' I _ _ : Q / _ i TM: 45-68D5 i z _. ail_, t/ j, i Li 0 q EX18TING ; f 1 13.284 ACRES 1 L) A � / ---WATERLINE ' / ! / -- 1 (578,658 SQUARE FEET) I -: z I _, EASEM�NT ;{ I? _r I SEE REF. 1-4 1 0 Q 7s ' 4 f � � o f:1 / / �, 1 1' l I ,V .. J L_� ss pp --13 URE I I E "/ISTLNG 2 / / .,,._ / sa ��° I DQ#�iESTIC __ 1 1'�rz 1, . F.._„ ;t j, �� I / , �� 90.0, ` ATERLiNE __ ; � "� , . I � I SEE f�IOTE f `' f` j / `' MARK: X1848 . - N - n --�- - f-_ l UI 60 NAIL IN POLE I o lk fe C��i�� FF=441.26 FF=441.25 IYf y:. t O I ALL � �0� W1 Lo in _ _ / fi/ r / c^' I m %f I ,: ' ('l 'rW 7 ELEV.=441.167 4 1 j y ,=- PIV + 33.7` 65.2' cn in 33.6' o .'' 'l %' t ri x v; :`,L POLE 11 FIRE ° f/,'! EASEMENT No. 2 �' \ HOOKUP I cL. a. CL " , 1'' CONCMALK + n L f/ / , " ', ' ''/ /" / `� 134.3' I / / / ; / 6 -�-�-_Q ren n © / • f' / ,' GATE 50.6' / / IC LIGHT POLE I / _ to _ ' ", If ,` f f t i ... ,/ f i r ,�'j fr' jf' j 1, _,? r Ii ti- _ ;/t r /.ff r% /' tr/r/ f; i`I / f'ff f' /t/L JI CONC.WALK } ILJQ � i3:R $.j' brae T ED QUTSIDE 1.! i / f f/ , pMG. 1 s _SIGNAL POLE i,+t / f ...r'� //F .tl` t``� `�. i/% i. tf/ //-'`.' / �'" /, �� '/1 ty .r'e x .�''` r 1' f;�` s'i e'1 ! i'f� P -r j �r;'I a .,� _., — — -. -.. . - ,` i` 'c,,...:sl'''ti I "�;.,� - i� l Jp,��,C I ,/ r /' ✓ `✓� / ' !/ ,`'`•/ / ^/� '{?` , ''�i�.: "LS, " t t ti'. / / ;' t �j �/ ,i'' `j> ,� i` I /,r''/.r ,J fI `t;��'r.MENT �... I/`// r f.' / f :',. �.. °A ' ' f •p' t : l!� _ �� f' , " ,r i ,/ // /✓ � , fr` ` �r / / � <t / y /f y ' / .Ir r. / f ' / / / /� i — s ` _"`,�., I 1 Y / /f r I r __ "._..! _.'_..L_._r__._._._C_ _, ._z__�._. z__,!` % _-z-,/a," , , ✓ ,/M1 / t / _ I ' ^/._..../..__.t/._.. "/-/, { / / '/• r', I- I '� -- f ...' .G...1 e f `. _ _ p ' i .__�.,.- ___-_.__— _... P � __ V _ � / ,� l ' 1I. ', _ �z�'�'---' `LCI `_,� cr. c'' ; �'�,, ' y`�[c1.i" '�`., at t;'. _.5 `®'!:>>.'._`'i f �(� 1 - �c---�i'�- _, - I _ _._._ -- t __._.... ----IJ_:� - i ��, �t ---__ �tWATf:R .__.__. T_!� l I. way line of Hilton Heights Road S.R. 1438 , said point being the COLLECTED FRC?M THE RIM OF THE MANHOLE, WITHOUT I � � ; c� � � � � - - _ = _- -� _---__.___ __ EX#STiING 8 � SPIGOT `'� � vE l �i 9 ( : 13 g II I i F f �ANI1TARY -_____ y _ - _ ___ W `l. / / _ _ _ _ _ _ _ _ ENTERING THE STRUCTURES. PIPE SLZES AND TYPES ARE ;.- __.- _ _-- — FV_ i POLE terminus of a curve to the right with a radius of 45.00'; Thence _ , ,, _..--� - sv !I - - `i ; Y - i - - ,-LATERAL TO ?, -_ _ ___ __ ----- �� // �P'45r- _I='T No. with the northern right of way of Seminole Trail, 544"38'24"W - APPROXIMATE AND SHOULD BE FIELD VERIFIED IF CRITICAL. I l 'S INI.- - -- -� -- - _ _._.-- � -_, _ ___- _ I ..B�1.LDING s°tX I! / GRAPHIC SCALE 5. UNDERGROUND UTILITIES; ABOVE GROUND APPURTENANCES I y4�ALTEiLIIJ.E TO �I I '` --- - __,,____._ ? -� 12.36 to a point; Thence S44'38'24"W - 8.56' to a -- __ � -- - ______ w b � ,, `,-: f S 1 F p paint; Thence FIELD LOCATED. ! I YTTSRAN r - . �______.-._. i_._..___ _ ._ SEE NOTE 7 APS -__.._._ _ 0 /� /,_ / ., I _.._.__ _.____�__-__ --- -. z `�i r:" : " 7" - t T� IC EIGHT POLE 0 40 80 160 S46`1 T 05 W - 224,99 to a Sint; Thence S66 29 48 W - 106.56 ._� = w, - - U.W_ w , / �/. ,..f�..� p 6, THE GENERAL DESCRIPTION CONTAINED ON THE FIRST PAGE I -&-NOTE 7__ --- -- i-i-A--l� _,. t I� I . u1K ____._._ g - s / LOCATED OUT IDE `' 4 w - n ry / / I _ OF SIGNAL PLE to a point; Thence 531"20`19"W - 144.94' to a paint; Thence OF DEED BOOK 813 PAGE 655 (t.4) CALLS FORA 20' ` r' [ _� __ Q EXISTING S -y_._ I _. ____ _-- _ -_ I _ \ I �wY a- r a - __ ._ -_ a� �. e �w__ --� - ___ I A. ;I EI`?T 546'12'48"W 135.08' to a paint; Thence S47`17'21"W - i2.65' EASEMENT AS SHOWN ON THE ATi°ACHED PLAT (PLAT IS ��� I E I #IRE �1NE`vY �pQ. d a-- n __- �--.-�-� =� _ = _ { � l,� /( / . to a Sint Thence N33'18'07"W - 568.65' to a point; Thence - I - _R__._ ==� ;-� __w -`_r ___. ____ __ V __. _w __ f l _ x_ „� 4___ e �, x EAFNI point; p , SHOWN ON PACES 657 660. trlE PLAT HOWEVER SHOWS , �- -EEn 10 �.. �'� W1 �. f / (iN ET) . = '-_'-_- ® _. _.___ �_.__--._ W _ - f 1 / J j 1 inch FE 40 ft, N46'27 59 W - 283.00 to a point; Thence N46` 12 00 E - 260.00 A 12 WATERLINE EASEMENT PARALLEL TO ROUTE 29 ALONG 4b 6 , ~- - - I , � __.__ _z______._. a / / l � � r ,` . i 1 s Y ___._ , _ _..� _ _._ _,_._ �_. -.__- __ __..,. _ F___-_-._ _ _= ___. _.___ I w a 1 r to a point; Thence with a curve turning to the left having an arc THE SOUTHEASTERN BORDER OF THE SUBJECT PROPERTY. m ___- L I �1­1 - i, eL z� ----- _._.______.. .__ o / / / ,9 / 4, / ' THE PLAT RECORDED WITH DEED BOOK 1264 PAGE 17 (G `-. ___._____ -_.--I'.---,--- _._. _ _.__._':11iI - _. _._._____. I __..____ _ w w I w (� / 1 / LEGEND length of 287.35 , a radius of 868.81 , and being subtended by a I ' � _ r,i E:: s _.... -- � Q I � 1 ' t chard of N36'43'30"E - 286.04', to a Dint; Thence N27`15'00"E {P8) {PLAT IS AT PAGE 20), REFERENCES AN EXISTING 20' I____.._ _..____ _.. __ __:L�� _...____i._..___`� . _____w._ - ____ ___�` 9 �0 a0 w l ,v/ / l I 1 I /` / i' P WATERLINE EASEMENT PER DEED BOOK 813 PAGE 655 __ --- �ktsr .J _.. 1___.___._ ___—.L,�_ w_- �1..�r -__ __ L,_- - i c� I , ;' / l s EIP-EXISTING IRON PIN - 79.83 to a point; Thence with a curve turning Go the right r-- ,� SSE �Nc 2 `, I -'--.. 1- ._-..-. _.______�___.__...__ _ _.__L____ - „ / R r r e NIP -NEW IRON PIN g g t g (L4) AND ESTABLISHES AN ADDITIONAL 10 WIDTH BASED __.__ -_ 'Y�r_T-, �R __.__ _ _ ; i - "�- I_o _ - -_ t: -- / �1 / // /� % 1 i l ©COMPUTED POINT haven an arc length of 73.13 a radius of 45.00', and being �n �, - �- ON THE EXISTING EASEMENT BEING 20 WIDE, BASED ON R . �rv� €� - - [T7 - E r1.- I a: _ ,b � - � ._, z i � . subtended by a chord of N73'48'30"E - 65.35', to a point; o_---_-_ � ,b____� R -pE _ Cr' 1 `, U� j {15 s i _ �_ 14-_ -- --� / / / / f � ! / -SIGN THE INFORMATION RECITED ABOVE AND CONTAINED IN -- �_____._ <- „ a » w, �, .. L._� I� 1- ._ - - _ {-_-_ _ l! f �' i` MAIL BOX Thence 559 38 00 E - 126.98 to a point; Thence S44 38 00 E - 3,1 —__ -A =I I �,_ fN ;n y.., - P THE TITLE REPORT THERE iS AN 8 GAP BETWEEN THE _ - �. -- ' F _ I -- -_ / I t; _ _._ _ __. _.______1__m_.__._. r o 110.00' to a point; Thence 531 `08'02"E - 634.96' to a paint; � _ '�_- �'�`� � i„ '` �- '' -. i - __.._ __.._._ � / �' / �'i / FLAG POLE EXISTING 12 WATERLINE EASEMENT (L4) AND THE 10 0 _, ,__..___._.-_ _-----_T._.�__ -_ � �� _ �� -� � 4� ____ _-.ter .__' � 1 / � i I 1 Thence with a curve turning to the right having an arc length of � I I_ __ -- �_ ___. I // , y- GROUND LIGHT ADDITIONAL WIDTH WATERLINE EASEMENT (P8). f. _ -- �'- __i__---- - _1 y � i , I 1 ___ 45.93', a radius of 45.00', and being subtended b a chord of ______ __.__ .t - � __ _ .____ .� I ___._. / / J,� / {, (7 t Co r 1 QI PHONE PEDESTAL g y 7. d UTILITY SHOWN PER AS BUILT DRAWING PROVIDED BY �, __ \ .._______ - ,� f _ _ __ - -- .- :°a °` �, r / ' ` >_ � UTILITY POLE W/GUY WIRE S01`53'49"E - 43.96', to the Point of Beginning. ALBEMARLE COUNTY SERVICE AUTHORITY TITLED: � - _-�----.-- __.__,___l___p___- � 1 � � ���-� t x -�--- x-oc�O_PIrKET F / / / l.�- /o„ i , f i - � f ,' M i ____.____.___..____.w. __-____i._._..._.__ _.___ I d � , / ; J , I -\ I .__ �---_--- _ ..-_ __-_ __- / / /c, y I ! ' � 1 * LIGHT POLE Together with and subject to covenants, easements, and WAL-MART SANITARY SEWER/WATER LINE BY: MUNCASTER 0 � X - ___ __ .-_ _ L \ , � - / f = , LII __._._ y i �t, l I 1 restrictions of record, Said property container 13,284 acres more ENG. &COMPUTER APPLICAT#ONS, DATED: 1-30-92, ao ``o U I ' - __ ____..._._z._____ 't'__[_._- -_ _ i ,.e_-.. _ - / / � 1hr 1 � � j I 0 a UTILITY JUNCTION BOX ca .� _ i \ - ^ T-'nE N I' i --_ / f ! r ' i 11 f J O ; In TRAFFIC LIGHT POLE of less. LAST REVISED 11-18-92, SEE SHEET 1 of 1. r M C - -_ __. �____.__. ______ _.__.__�_.._. _. _ ��..�. — `, , �>, __ / / f g. I C? OHE-OVERHEAD UTILITY + -- i— 1 ITY FLOOD NOTE BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE 'X' (AREA DETERMINED TO BE OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No. 51003C 0280 D, WHICH BEARS AN EFFECTIVE DATE OF FEBRUARY 4, 2005 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. REFERENCE - 1. DEED BOOK 1881, PAGE 112 ce)O _ _._ \ -_-_ __ I __.._ __-- ___ ___. _ _ __ _ ____ / / / ' o i p f c� +`, UGE-UNDERGROUND UT#L cu _ .,_ _ - _\-_--\ \ __ . _.i c____.__ / --/ / t,s ° ; �- ! tr jr 0 SS -SANITARY SEWER _ -- - _ ..____ "' - _ .. __ _ f _ _ - l- r -L_ \ \% _ __ i - / I �, _ _, __ --.--- ._ / / / / � . 1. i / ��s Q .-- 060 tir - ,_ I _ - _� ` j - l / J Ctj / r a cL (JS SANITARY SEWER MANHOLE �' t_ .__-- _-----_- 4_ « \ i -M / : _ _ 1 --- - - / _ ._I IR 11lz ; rn / -:7 ;Jz I- rx 0 SANITARY SEWER CLEANOUT 4 F- _-_ _. > 1 I _� _ _ i") V \' - _�__I __ _._ .// ____ �� ? . -� / // _ I � pv i'+, J 11 � / _z � , m SD -STORM DRAIN l\y .� __..__. ___. _. _..__..,_ __--4_ / 0 `a r to f > v� i� �DjSTORM DRAIN MANHOLE v, z - I _v, .'I _ _. _ __._.__ I _. ___________i_____- i �2� \ \ i i _ / y �--I_.._.__. - _J / a I ,` � � � C � ❑ ®STORM DRAIN INLET r< _ 1 u i i ,a�aa - + _._ _ �_ _ -,-_ I_ / .__ _--;-�_- __._ _ '` _---L - -' - r / , . m f / j j l ` m �j 00 z o STO R M DRAIN INLET O ca r -- _ -._ ___..__ - _- -___r__._..-._.----___._ _._.�_.� ��. _\_ _ _ _ ___.____ I _ � I � I l -- Cx / �r c�, o �i Q;' L'i U 'Ll "r ----__ _ z _ .__ _ _ \ - ' _ _., V, _ . .. v. __ . vim-- _W / l 1 J'+. r UI) CK m ►— F- 4t o . o - �� - ��_ I! _m_ ....._� ,�� x �_ y_ / t� O c�, ► o O ®RD_ROOF DRAIN °�z ` ____. 15 l } ��,y _\_ I __._ _�_______ _�__1_ _ _. _ __�, r - .- / '+-_�€xISTING /V l ; ;� j` chi .� m ❑ Q' CC CONCRETE CURB z �► __ __ i . S / I � v� i i j I I ,� 'r" W ¢ w a CCG CONCRETE CURB &GUTTER - - - !� _ _ ---4--.--- _ _-_--- -- { j 1 / G -GAS LINE I c3 - —.___I-._ __ �. _ 1__-.. _ /ELECTRIC \LII Q U rr _ g __._ ---_ _ I_� _ ! V) �' - EASEMENT 1 N / I- V1 I- 0 0 r- - �__.. --1 __ i---.__. '`/ ---_ 'i / l , l / f GAS VALVE �\� __ _ CL O Q Q w �, . ti a , _- \i__ A.__ ____ E _ __.. / _._.._._ ___- w cv %'` l f I I t / PIV-POST INDICATOR VALVE _ 1 vj _ -.___ P8` , � \ i _ -- ___.___ ! c� WATER VALVE I \ \ _ / ¢ cls - 0 - - I , / ; 1 IL f [� ! T z w ._. _..-_.L---,_. _) u; p e3' _ crTE: EXISTII�-7` TERLINE EASfEtT�_. __� _ _.._ a X s _ i i,(" WATER METER U11LITi CONTACTS -_ PEB IAP Q. ED IN DEELL-BQOJ �/ ___.____i______o r.; / I g r � '-;:---� ;_ /c�, _-__._ 3 I l l 11 r PROPERTY LINE PER REF. 1-3 � 1° i \. j/ ,` , sEE NOTE -,,',FIRE HYDRANT W1 -F 1264 P� E 17 AP 0 PAGE 2t� / . � ----�--.._... -__ _ ACs � _. 7/_ � i � c�a /� � NOTE Y W -WATER LiNE 2. DEED BOOK 1133, PAGE 675 r_ 3. MAP AT DEED BOOK 1133, PAGE 678 \ ( t _ �_ '00- o-`'' -� / r ELECTRIC UTILITY: ^ � � i a fr DOMINION VIRGINIA POWER 1719 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22727 (434)972-6793 GAS UTILITY': CHARLOTTESVILLE GAS 305 FOURTH STREET, NW CHARLOTTESVILLE, VA 22903 (434)-70-3812 WATER & SEWER UTILITY: ALBEMARLE CO. SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 (434)977-4511 John Shepherd Manager of Zoning Administration (434) 296-5832 ext. 3023 jshepherrtsalbemarle.org Jay Schlothauer Director of Inspections/Building Official (434)296-5832 ext. 3228 jschloth 0aIbemarle.ora James F. Barber Assistant Chief, Prevention County of Albemarle Department of Fire/Rescue 460 Stagecoach Road, Suite F Charlottesville, VA 22902-6489 Ph: (434) 296-5833 Fax: (434) 972-4123 E-mail: JBarber@Albemarle.org Web: www.ACFireRescue. ora 4. PLAN SHEET FOR WAL-MART STORES, INC., WAL-MART �> WATER tV _ , , ,� \ _._-_.__ f _ __ �__.___ N� ..._._-__.__ - /,�� o /._. � rn / I °' / , ! � � / DASHED PROPERTY LINE PER REF. 4. �,HC-HANDICAPPED PARKING SPACE GARDEN CENTER MINOR AMENDMENT SHEET 1 of 2, BY v" ,N m,1-. ���t"" ` I BOX -- ,.c ---\- --_ f__� _.___ __._._ z LU �_ �_` .._ � I_. ___.__./ / z f I r l PHYSICAL MONUMENTATION FOUND ON \ `4 --- I BOLLARD GUARD POST FREELAND & KAUFFMAN, INC. DATED MARCH 12, 1999 \ W I, ,I_, . -' � a / __ �_-_ _ I- _ f� I � r 3 i , r i GROUND TO SUBSTANTIATE REFERENCED / � { ,�. F� � �„ ,�, -- � � .� � �• \ � � _-_ � � ._-------- .-�---__-__C �j I� � J � � � MAP PF -PAY TELEPHONE 5, DEED BOOK 828, PAGE 202 \ _ -- .. L/ x� } I I A ��- to / sEE NOTE 3 ORNAMENTAL TREE 6. MAP AT DEED BOOK 647 PAGE 338 a \ .---I- `- � _ �<� - `� $ -- � � w - - - - � ' : PRICE HYUNDAI SIGN `) ) .-- - sD -. - ss ..... -� _.. -� W1 "-�� - -_ ._ _ - / , . a. / z j y ! 7. DEED BOOK 711, PAGE 738 (BERKMAR R/W TAKE) ENCROACHMENT \ rn� :Y - - f , r - so _ - -` - - t� - -j Jb C y TREELINE 8. DEED BOOK 1779, PAGE 398 W1%�, -' ,� .� -, � - �. .� -� -\ _ z. - - -. --. _ _ z _ �-Am �,. � - --� / / � / _/ _ RE SHOT 9. DEED BOOK 564, PAGE 520 (HWY 29 R/W TAKE} \ R1�r'N �, -- -t , t N ` ,Q t` --"r , i - - - -- - _.._._ _ - _. _�� " - � - SS - � — �= =--.= � - - _ T L � - 3{ it _' ` � ��S-A P --.O a-, ,. - a ext N SV^ , f u� a ,� - - ._ _ _ 10- -- - - c ^ - / - - 3D AP CIMATE OUNK OWN} 10. V.D.O.T. HWY. PLANS 6029-002-116, RW 201 ER� E� _ ?- _ _ -.) ATER VALVE - -- -- -- - -- _ - - _ ` - - - 07 Rto L4 o� , ► .._._ - sa (ORIGIN/DESTINATION PROJECT 6029-002-F22 RW 202, 0--501 SH 26 & 27 --�- P8 ;,— ;:,. 144 yy� Ox ( -- > - _ r ss _ _ SAME AS HWY PLAT BOOK XIII, PAGE 96-100 1 - - - - - _ _ _ _ =' _ -. - _ _ �`° I'llNIP z/ - j`_ _` � ---� -- - 1 ti< ---$ EASEMEN AP _ _ _ _ - - - - t > t ; _ — - -- -- - , sa A i ,,,._- DT � ,_.s= ._= E.-JUq 'YID. T.ERLIN S"3 20� 19 ' - 1 " �'- - �'- PB _ - -t t- - - ,,� -� �� / i� 1 `- -- 3n - �, 5 ♦--- - -� - - _ _ _ _ _ _ EIP EIP L4» l L4 ` EASEMENT ✓ Sg P9 _ - - _ - - - _ _ _ BRICK WALMART / )1 / _ - __.-.. - - ----� - �y, �} _ ^ _ - _ D - J2 G S46'12 48 W 1 35.08 EIP °4 `' �� 29 4� �' EIP �N L4 iSf hT 12'�WAE�LI �AS�MI=NT — — 51�` fT` 1 % �/ ;' r,� l ;' �_._._ _ — _'- ONE --- — _ _ ONE— ,f 224,99 S46 17 OS"W E OH ONE OHE DHE— -- ONE -- 66 -- Sir ..._ —.. _ .._ _._. 6B .— ._... W OHE — _ p .1m. — ON — ONE -»- —OFA ---- J2 - r{/ �` '_. .� _ SD —. —.. �. ga �. ..— — - j'_.._- = '�Ql1E ._ . = =_JOE �t� .— ONE — — _ OHE — — OHE — .—. — OHE --- — O.- ---. — OHE -'7C�- --._. ..._ OHE ONE — HE _ _. a `—_ ZONING DATA H ONE -- -- -- ONE — -- -.- ONE E — ...__. _ , _ .—. OHE --- -•'- 0HE -- — ONE -.._ _ WRONG WAY D DHE- - oHe--'- —ONE _ oNE- - EXISTING SIGNAL 12.65' SPEED 45MPH d _EASEMENT_ _ _ _ .._.i.` S47'17'21"W-- I _--�' - _ _ _ - LAND USE CLASSIFICATION: I __ __ _ _._. _. __ __ __ _ ._?o' _--- __ __ _ - � j -i vs - - ,>- S01'53'49"E - - - -� �_ _ TURN LANE aotn N p NO2 37 21 W _ ___ __ - __ __ _ __.. __ ._ A - -_ ._-. _.__ -_ __ __ COMMERCIAL _ _. _. _. __ _ __ \_ - __. _._ __ ._. __ _._. __ _, __._ � __ _._ __ __. _._ _..__ ___ _._._ __ ._....._ ___.. __ __...._ ___ .__ _._ __ __. ___ _ __ __ Gna' � w-? CH=44.47 CH=43.96 /' I ZONING CLASSIFICATION: __ ._ __ _ _._ __ _. _._ _ __ _.. __ __ _� .._* t___ _ � _4- L-45.93 __ - _. __.._._ ._._.. �._ ._.w.. _.._ �._ _._. ___ __ _ _- -- - ___ _ _._._ _._._ __ __.._._. __ _-_ - � _._ _......._ .� _ _ __ . _ _._ _._ _- -- -_ __ - __ _- .__ _._ _.. __.. __ _ ,._. __ _ --. __ ._._. __.. _._.. __ __ ___ __.._ L=46.52 �..__ __. __. _._. __-. _.._ .._ _._...__ .� -.- __._ __ _._ _.._ ___ ..... __ __ ._._ ._._ ....._ __ .._....__ _..._ I._ __ __ __ ..._. ___ __._ _ HIGHWAY COMMERCIAL (HC) I LOCAL JURISDICTION: j \ \_ 00 __i._ _t R=x'5.00 R=45.00 i SOUTH BOUND LANES \ " ` .p, Tan=25.58 Tan=25.19 +_ ` _.__ ._ ._ - __ -_ -- - __ ~- _____ -- __ __ - - - - - - -- . _ __ _._ __ _._ - -_ - _._-- _ __ ..__. __ _ __ _ _ _.. _ - __ __ __ __ _ _ __ _ _. ; _ _.._ __ __. -.__ -_ -_ __ ._ _.._ ___ __- ._ __ -_ _-- _. __ ...-- __. __ _.__ ._- __ __.__ _- _ ___ __._ .__ _... _. _._ -_ __ -_ - __ __ _ __ - __ __ _ ._ ___ __ _ - Q=5x'13'37" ©-58'28'27" SOUTH BOUND LANES m ALBEMARLE COUNTY �,_ __ _- __ -_.. _- -- - -..- -_ __ -_ __ - - ._ _ __._ _.._ __ __ ..__ __ __ .__ -L _- _ _... __ __ _..._ -- BUILDING _ B U # LD i #� DATA: -- ----_ _.-------------------.------_ __ _.____.-_ CURBISLAND \ - _ _ _ /-- ...--- -_ .� _._ _-. ___ - �._ ___ -- - __-. __ - _..._ _.... , ._._. -_ _ _ ._._.._. - - - �; ___..._.____-�._-.-._-.-___-___._____- _ _._______..____._.___JTURN LANE __. r � TURN LANE---_-�_, __ _._ _.._ __.._._.._._..- GROSS BUILDING AREA: .�._._--_.---____..___�__ ._._ 153,675t SQ.FT. _� - -- \ I I / BUILDING SETBACKS REQD:- _ ___._ 30' FROM PUBLIC R/W FRONT YARD _ - -- __ _ _ __, w __ __ __ __ _ _ _ __ __ __ ___ _ __ ___ .__- _ __ _ _ _ __ __ __ _ _ __ _ * CURB ISLAND i ..._. �_ _ _�. — - _ ...._ ._._ _,.. _._.. — ._._. ....__ ..__. —_. — ._ —_ — -_ ___ —_ -___ ._ — ___. —_ — -_- —_ _ _ _._ — __--- -_ — — ._. _ __` - I1 NONE REQUIRED SIDE YARD - - - -- --- - V_ _ __ __ __. _ ._._ __ __ __ _ - _. __.- __ __ __ __ .--. __ _ __ _ _�_ ___ __ __ __ - __ __. _. _ __ .._ ____ __ _- __ _ ._- _ - __. _ _- ____ _.._ _. `_i _ _ _ I NONE REQUIRED REAR YARD \ _ NORTH BOUND LANES m ( __ _ - ____ - -_._ __ __ _- - __ _ - - __ _ _. -_ -_ -_- _. - _._ - __ _ I _ _ .^_ __ _ . BUILDING HEIGHT: __ - _.__ __ __ __ _._.. __ ___. -_ __. __ _._ a ___ _ _._ _.._ _. _.__ ...- __ __ _._ - - -- ___ - _. _ __- __ - - ___. __ _ _ _ __.- - -,- - __ - ..___ _ i I NORTH BOUND LANES MAXIMUMBY CODE 70' _r . __ _ __. _ _. __. _ __ _ _ .�.._ _ __._. __ ___. __._ _.__ __ __ ___ __ _.. - __ __. __ __ _ - _ __ __ _. __ -_ __. __ - __ _._ .__ __ ___.. - __ .-- _ _. _ _ - __._ - __ __ __ --._ _ __ __ _. - - __ __ ___ ._ ..._ ___ __ _. _ _._ - __ - ._ _ - __..._... - _._ _ __ __ __ _.._ __ _- WAL--MART SUPERCENTER 30'± -oI - - - �` BUILDING COVERAGE: @_ T' - - - _ - -- - - i WAL-MART SUPERCENTER 25t _ - - - `- -` �° - - . - - - ; -�"�'� - - - 50 - - - _._----Sa_----SO---SD -_ PAVED AREA: 280,833 SQ,FT. -` - _ - - , �' - -- - - - ' \ SEMINOLE TRAIL U.S. HWY. No. 29 ;Xs OPEN AREA: 14OUNT ZONING VARIABLE PUBLIC RIGHT OF WAY PER REF. - SOURCE: ALBEMARLE COUNTY ZONING ORDINANCE �� 8 10 .�- ( �� (SPEED LiMIT 45 M.P.H.) A I fel-669'111,06651,111"Dewberry Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 .. Z) O CC �. 0 LL rr >— U) < U) WW z0 z f — � U)Z)0 ^ W n �. U M � --- W�2 '� 0 � < O O� z Z (� (.)W I- .J cr_ c� E. 2 Lu �WCI) W mrz 0 �- d 0 cc< < cr F-- G= _.I3: SEAL KEY PLAN SCALE SCALE: 1 `40' REVISIONS DRAWN BY K.M. APPROVED BY B.K.B. CHECKED BY P.G.L. DATE DECEMBER 15, 2008 TITLE PROJECT NO. __-_ _ 50011382\2009.06.1 6.WALMARTa Ito reN SHEET NO. " 7D 5. 16/16/09 BDD Rev. Title Commit. 4.5 08 09 PGL As Built Utilities See Note 7 3. 5/20/09 PGL Rev. Title Commit. 2 4/10/09 KM Topo 1 9/29/08 KM rev. title commit. No. DATE BY Description REVISIONS DRAWN BY K.M. APPROVED BY B.K.B. CHECKED BY P.G.L. DATE DECEMBER 15, 2008 TITLE PROJECT NO. __-_ _ 50011382\2009.06.1 6.WALMARTa Ito reN SHEET NO. " 7D 19 0 — I% 0 I r_1 A -Li EX. HYDRANT ASSEMBLY BERKMAR DRIVE S.R. 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(SHADED AREA) �� --t- ____� j � -1 R I I - � ;­­­ �; ­ ,- SID / I 1 ---- — -- .- , 1-1 --- i� J, -0 ACCOMMODATE PROPOSED BUILDING EXPANSION, & . CO.CO.0 1-1 _ 6 I I ___ ­­ - -, -f NEW S/W 8 CURB. EXCAVATE STONE BASE AND SOILS TO EX. 6" SANITARY SEWER ENTRY( M �l 14.- I __�_ I , - - I � . 6 - COMPETENT SUBGRADE. INV, IN = 436.88 . 71.r , � ./ �/ / * � � _. - __ EXISTING �; �_­_ 8 * t 8" WATER I . li ��_ � I . >T .. ___ � - // /I - ls� � - _- -­ " � - - _ ___ ___ , , � , , --_-�, VRII.- I r- - - , � r � f- , �. __ A ­�l , LINE TO BE -,( � _,� - / _� ," --\ ,� �/ 4 , �`,_ , `�' ; EX, PLANTERS TO REMAINI I I I � - I I _- " ­" - A- __ _-, � j, - � 4 - " �­­_11� 11 � ir . K ' I - F -I I- - , - REMOVED. FLAGPOLE TO BE REMOVED r� 4 — — — "-1 � -1 .... �­ . 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N � A�VART � C CART , .- � - - �­ 7�� -.1i ­_;�­­','-­__, I ,lll`__l.­` to - ,_,_­_­-, - I - R - "" ­­_­'­-` ------A E7 (0 . _ , _1 " �lli__­� ,". ,,,,, WATERTIGHT ---LANE SHALL BE .0 11 �l " , Ist 7 I _7 -4 i ­,�:-<',;�i� I `,",�-", �"­-,-_` �­` �­, , , 11 ___ 0 / 0) r'lly-1 0 ; d� ! ,__ , _��, 4 _�__� i -,, ---, , � z I— I =--",' _ _­ j;--`1 �­­­­­ ­.. . ��­,,_, ----'a, ,�' 7t, 1 -,�' � �O I � k, . . -­ ­ - ­�r ,_ _____M 'R " I ,_ , ---i- - V � X_ OAK10" � �� KEPT,.,j.N � QE�AS LONG-AS��--` - _,` 4il l .. -i - � 11 �La__ 1� . �_, � I 0 'IV ., � OAK8" 1.11 _ - ;e 'q- , , - SZ M) 1 ) � ,. ,_ ' - ,� . , , - ,��,­­p ­­­��­-­­- ' .1 , ­­,,,�, �­­_, I - , , ��r""�,,.���",�-"-.r,,-,4�,,,� �_lisl_�­;­­___ ­_ -���l,,:��z,,,�,��,,,,,--,.:,,�-�,�"117I 0 �'111"._`,­;­ ­­ ­­__;_.,,�­­­­ ­­ � j--.__ _____ - I - , . j - a 1�1;0 4 / ! */S;,./&, 5 , , I I NECESSAR�, SEE UTILITY--- / / -,, I 164 _� - � Q ,A - - .� . 777 '�) 0 - -,, '5 y, �� � 12 "I _­ ­ !�-- -­­ : � ,�� I i� I �_ I � ?, I ::_:> S4�,' . ­-�(,O, � 1 _i__-,,��,,�--,,--;,'iN"t, �-,I�r ,­ PLAW.,­,", , I ,I I l 11 ­ A(?­l,,­0,�,/---- -, _­ 1-'-z-,, �z'.1 �11 --r- - ll----, ,----. 1p "�,`i 11 ,, , I ,_ �,_ , ,� � , i / ,� - ____ ;I , I—' I I �F ", I / / / �, '_ 11 I I 4 - 1/10 I VVI ,,CART - �l �l 11 , - 'El I EX. , T. 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CONTRACT R -C4 ` R=45.00 — A-S-NEF--DEaTO-AL-LOW-F-OR-GMSTR-UC-TA,UN--- --- ­ ­ -- --- — __ .__ __ — --- __ _____ -,-- — __ — __ __ ___. ,--,-ENS-URE--aLGN-C-ONS-TR-U,CTION 00 __ __W I _ ___-- OF SIDEWALK, SEE SITE PLAN FOR DETAILS. \ IS EXPEDITED TO MINI M I �Z �55\ ";� - 4 -0. Tan=25.19 - — . - ,--.- __ ___ __ __ ___ — ___ — _ ___ __ — — __ __ — __ __ — — ___ _. __ __ __. AMD_UN_T__QF -EI.ME JJJAT--- `9 A=58-28'27 - % SOIUTH BOUND LANES IS NOT VISIBLE. V_`9 -I 0 F ALERT TO CONTRACTOR: I ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. EXISTING SITE ANALYSIS TABLE WAL-MART PARKING ACCESSIBLE CART CORRALS TOTAL SPACES RATIO k * TOTAL DOES NOT INCLUDE CART CORRAL SPACES. 119,069 S.F. 591 SPACES* 22 SPACES 11 CORRALS 613 SPACES 5-15/1,000 S.F. CONTRACTOR SHALL CONTACT MISS UTILIITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION I If al; DtsW�`'beW,DEMOLTION 11.0iy NOTES I APPROVED BY BKB CHECKED BY I. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION DATE 04/13/09 � APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, Dewberry & Davis, Inc. I i FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE I � IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED, ALL FACILITIES TO BE 651 PINEY FOREST ROAD REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE DANVILLE, VA 24540 COMPACTED FILL MATERIAL PER THE SPECIFICATIONS, PHONE: 434.797.4497 MAT MISC REVISIONS FAX: 434,797.4341 5/15/09 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING PER COUNTY COMM, No. DATE THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL Description PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL, 3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY ,CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES, THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES, 4, THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES. S. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL — SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL L BE GROUTED IF UNDER BUILDING. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE ­ - - � I I . . ..U.T.ILIT.Y-.C-O-MPA.NY....I!S-N.E..C.ESSA-RY..TO PROVIPEA SMOOTH. TRANSITION ... ,IN UTILITY SERVICE_— I ­ CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT I . - .1 1-1 ­­­ .I. I 11-1 OF WAY DURING CONSTRUCTION, 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CONSTRUCTION MANAGER, 8, CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 4_j (n 9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. = L_ � 10, SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE FENCING, CART CORRAL, LIGHTING % I (n AND/OR STORM INLET STRUCTURES, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS a) DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE *# % CC) ) NEW. I C: 0• (n _0 W II. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS MW 00 :3 W .0 0) REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY 1IIIIIIIIIIIIIIIIIIIIII N 0 CO = .!= > OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S � I (D REMOVAL AND REPAIR. I to � a) = Ln Cz� 12. CONTRACTOR SHALL MAINTAIN ALL EXISTING PARKING, SIDEWALKS, DRIVES, ETC, CLEAR AND — :* _p_j . - 7 Z = 0 0 FREE FROM ANY CONSTRUCTION ACTIVITY AND/OR MATERIAL TO ENSURE EASY AND SAFE (j) , 5 0) PEDESTRIAN AND VEHICULAR TRAFFIC TO AND FROM THE SITE. CONTRACTOR SHALL E ui uj = I- cz COORDINATE/PHASE ALL CONSTRUCTION ACTIVITY WITHIN PROXIMITY OF THE BUILDING AND ' y _75 E UTILITY INTERRUPTIONS WITH THE STORE MANAGER TO MINIMIZE DISTURBANCE AND cc ;1) a) INCONVENIENCE TO STORE OPERATION AND THE CUSTOMERS. 0 ( (3) -0 < (a M 13. THE CONTRACTOR SHALL COORDINATE WATER MAIN WORK WITH THE FIRE DEPT. AND THE - � ALBEMARLE COUNTY SERVICE AUTHORITY TO PLAN PROPOSED IMPROVEMENTS AND TO ENSURE W = ADEQUATE FIRE PROTECTION IS CONSTANTLY AVAILABLE TO THE STORE AND SITE THROUGHOUT Cz THIS SPECIFIC WORK AND THROUGH ALL PHASES OF CONSTRUCTION, CONTRACTOR WILL BE E RESPONSIBLE FOR ARRANGING/PROVIDING ANY REQUIRED WATER MAIN SHUT OFFS WITH THE I I CITY/COUNTY DURINiG CONSTRUCTION. ANY COSTS ASSOCIATED WITH WATER MAIN SHUT OFFS _L WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION WILL BE Cz PROVIDED. 14. DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 15, CONTRACTOR MUST COORDINATE WITH CONSTRUCTION MANAGER PRIOR TO ANY CONSTRUCTION TO ESTABLISH CUSTOMER ACCESS AND TRAFFIC FLOW DURING ALL PHASES 16, REFERENCE PHASING PLANS AND PAVING PLANS FOR SEQUENCING, I 17, SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY. I -- NOTE: ALL EXISTING ON-SITE CURB & GUTTER SHRILL BE REMOVED AND DISPOSED OF AND REPLACED AS SHOWN ON ill THE SITE PLAIN. 6— 1 F I REFERTO PHASING PLAN FOR DEMOLITION SEQUENCE/TIMING `. �_ �� }_� CRITICAL SLOPES PAVEMENT REMOVAL - REMOVE AND DISPOSE OF (SEE PLAN FOR DETAILS) 1.11 - - 'AS&U11 SEAL ,%� �Nt_lto, a 4 K -�'� ' - 'V K. ZNER .4,1' I. 11c. No. 034285 1*� , -7V -� A6 � - - AL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so I I I I I I IIIIIIIIIIIII ( IN FEET ) 1 Inch = 40 it. REVISIONS DRAWN BY I APPROVED BY BKB CHECKED BY - DATE 04/13/09 I I i I T-2-09 PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM, No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE DEMOLITION PLAN PROJECT NO. C�2nO SHEET NO. F A IC C ___ -9,5-U/ UU L=287.35 ,_____ -------- _­ A- _---- i,; ...; ,Ig ,Ili \ . Tan= 145.00 45.00 __ I � - _ �__ OWNER: COMMONWEALTH OF VA '61 ___ __ r- \ - -_ ZONED: HIGHWAY COMMERCIAL & COMMERCIAL R=868-81 ____.— _,___� \ �, \ \ PARCEL #: 04500-00-00-068Dl __*4111 A= 1 8* 57'00" __________ �__I ___,�_� \1 \ , \ PRESENT USE: VACANT ZL,/ - ____ --- -, _____,� --,---,------- 19. 0 \ -----,----- \\ \ \ - ____�__ , -1 \ \ ---.------ �__ .�.Fl� I lk��. :.w--w ____--­­_�=�­ ��, , \ -----�-�--------..-.---.,----,�------.,--�,---,--�-,--.-,--,-------,-----.-----��-,--,.-----,------"----------�--------�-------,----�------- ___ ---,----- , ­T� .,�,�!�,�, 114, ----'- ________­_ :Z�� 1�' v��,��_ " \ I BERKMAR DRIVE S.R. _______-----------­ ___ �, �� , "5", It _____.___________.________ __ - , __----- , e, ,. \ \ \ \ -------------..------.-------,-------,-- -- _"_`____ I \ \ ------------------l-2�0',3'--------���,:�� - - - .. 21 _Ii - ____1 - - - - _____� W5:__1 . � \ 11 - 1 2"OldtE - 15476' % 'Lo (" \ \ N46 --7260.00' � ____� ____� 1� �1_1t�__� (TO PROPERTY CORNER) ii CD. 5z_1___mx�1 % 0 , \ I - 1w -l-" PALLEt,�& BALE 0, � � _, �6j5n ,,nr�--. I \ \i \ , �� " TIRE AND BATTERY S - W. -r.-2111. , - rrN I STOP =_-�- V � � � - 11 ma� 5.�� =� .Sm_ _.Ma7l .t.z� McW� k��_ �; �� � =�w �=_ `� %�_­_­, 'i 15' ELECTRIC EASEMENT AREA A \ \ 11 ��Elf7AK�RpMs �"' �1 \ \ EXISTING 83,8752 ) (VIRGINIA ELECTRIC POWER CO.) V) @ L FA, � 11 \ 11 NEW DOCK EXPANSION (3 BAYS) , — ---- 1, PROPERTY LINE SEE ARCH PLANS \ — — — 1 30' ELECTRIC EASEMENT �_ � ,I � I I - __ .­ R IIIA ELECTRIC If OWER CO.) � OWNER: SAM'S REAL ESTATE . - . 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"'' J-) D / / ,4,� ��., 11 ., � " 1, . . . , , I -p / / / , / / / :: � , I I - ., , � k, (SAM'S CLUB) / .. . ­`: - 'Dm6 I / / �,_,.__ . - // D R / I . _. I i . 1z, 1�/ / / i, . � I /I/ ".,,,"'/",�/��/����/��"`/�\,�"`�`­"I 5 / " . ii ) __ �� ,�', � � 1__�____ � � -, � __ \ �1 L_�' JE '- I. , " ///�, ') - 7/--'-- � -, //�, 7/� � , I—, �, " , z/ _ -),// , 'T Ile, PROPOSED BUILDING .,.­, � � ­, '. t 1�1'1'� I I'-' .1 .1 ) � ') Na OWNER: ROSENTHAL, ROBERT H. AND OD i HARRISON b ZONED: HIGHWAY COMMERCIAL 0 . PARCEL #: 04500-00 -00-06800 I PRESENT USE: COMMERCIAL 4 f (CAR DEALERSHIP} 7 -;h q ->/ 11 , ,. f_j LLF I TOTAL WATTS NEW VDOT STD: PG -5 CONCRETE � - T, I L� ' GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE (O QTY LABEL ARRANGEMENT % * NEW CONCRETE EXISTING STORM STRUCTURE RETAINING WALL I BENCHMARK: #2860 7 PAINTED 'X'ON R25' SOUTHEAST CORNE / OF STORM _-_-_-- 1-1 STRUCTURE NEW UNDERGROUND TELEPHONE ELEV,=440.067 NEW UNDERGROUND ELECTRIC/POWER GREASE INTE CEPT SEE ARCH P ANS --, I / 1 , / , , I' {' Z: , - - - / / � �,,.,,"" _ i.(�;w� " EXISTING RETAINING WALL \_ MAIN SWITCH GEAR CONCRETE PAD (REF. ARCH PLANS) CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING I DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS, / I � / , ' / , � -- f / _/ / /' �-TIE INTO EXISTING RETAINING WALL , // / / / / I , I / // / , , , / , / . // / / / , / f / , f, /.", // /I /t , / // /// / I/ I " , I / / / /// / / , " , // I to I / / / , / - / , I 011111b . - I / .- /, // ///" / / / 11 " / / ." - / // , f , , , / " ., " / / � , , � / 1, , ��� / // / / " " , " ' 'r//r / / 1.1 /I I .,/EW ./I //" EXISTING I BUILDING WALL // 0 // EXPANSI "N/ / #1 780=09 _1� - ...!... ._-K--a-�_ _. . . I . .. .. I , . * I . . I., a?, ..*. . ; . I EXISTING NCRETE_ V , . I I . 1_.. . . I �- -Rl � . �� . � . . . RETAININ ALL ,� ., .. . . . 1 �, .1 , . I 10, � , 'F .-.'.*. . I '. '. '. '. . , . . .. I .., . � I � � . , , -�� I � . � ;� � . . 1� � .� . . . � ...... . . ."Ir .0 ; .. '. 7:,- 1. - I . - . I , .� LL NEW STORMWATER / PROPOSED BUILDING .,.­, � � ­, '. t 1�1'1'� I I'-' .1 .1 ) FRONT DRIVE SUMMARY / TOTAL LUMENS LLF I �I.i - , X31 ­ I S PROPERTY LINE a m m m m m. "', \-/ _- �` _ _ --- .- V _ �­-, -- _ EXISTING CONTOUR ELEVATIONS xxx— . __ A.� 4 f EXISTING RETAINING WALL - 1, FV-3HSS ->/ 11 , ,. NEW RETAINING WALL LLF I TOTAL WATTS NEW VDOT STD: PG -5 CONCRETE � - T, I ill - ' GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE NEW TRENCH DRAIN QTY LABEL ARRANGEMENT (BASE OF RETAINING WALL) 6' 6 EXISTING STORM STRUCTURE I 11. NEW WATER QUALITY UNIT - 1 904 (FILTERRA) :.1, R25' EXISTING NEW STORM SEWER PIPING 11 , EX. OVERHEAD POWER & TELEPHONE "NO OVERNIG NEW UNDERGROUND TELEPHONE - UGE — NEW UNDERGROUND ELECTRIC/POWER PARKING" SIGN EXISTING SANITARY SEWER PIPE - SS — NEW SANITARY SEWER PIPE � �, B W — NE CONCRETE % I' {' Z: NEW GAS PIPING 0 10 ------ 0- SD I WALK �i ­; SINGLE / 5' ............ ., ­ ,�, . . � -,-,?, , IN 1 218 - -1. 10 ��,____ -�I� W��:., 11 I �,__- t - - - ­. � CART CORRAL �­ '. LOADING SPACES SHOWN ON THIS 27' / .­, 1- PLAN FOR COUNTY APPROVAL ONLY I QTY LABEL ARRANGEMENT -S46* - -� I �., " I low 135.( DRAINAGE STRUCTURE INDICATOR 1, WATER QUALITY STRUCTURE INDICATOR MH -2 0 H L\-,lt�-- - . �� 01 2.65' 21"W -1 I ____ _ ____ -_ --- - I 76 --- ' I- __ ___ - __ __ -j-_- _ J, � , I I % ,�,, . 11 11 I 10 I ' I.. - I 11� ",.�._ � ... � � - .. . ...� '' � _ - . ­ ,,, ." - ,I.:. E '' I . " - - �,--_ , �, � I I I I I / . . '. - . I � � � ; .', .­��:�--,�..; �, x lo. I I I / ", "I'.. `.," - � . ' . - . t "" i I . . . I I . - �.�,�_.. . "il � I � 0-1 I I , 1E, L111 / lro,_ "... I .. � ". " -., t- :f� I - , , ­ 13-.�' . __1, L4 i lr� .11 .­_..�Q_A � i 1 1364 F� . I . �. ' " , 1:j, "I,- _"U� ; i r � �4'._ . 00 .- �,,; 1.�._ "-:1'' b0 1 1 �__� I " ... � _ I I I/ 1 I . . , " 11� I 1 1 , � 11 �! 4 1 1 / � 71',� ­,.__�_!�,� , m I , I � ­ I 1. , ,�, ` 0 1 1/ , __ .. 1. � .1 �� I - 0.11 & , _.� . , 1. � "I i � / � - - I I I ;8� , �, :" 1.� - � ` j , I , , " , , "I, , - " ',I.- '' \ ! ��".'_'.;�' �_. 7_1 � 1. I - ,,, .. . - ; 7 ,� , " I � 1 GREASE INTERCEPTOR ­ , , �1 % - , .1 � , ` � '';, ;-, ..: , , , I , , �- I , . , t, 1,�)i 1 t- � ... , . �­ � 11 , SEE ARCH PLANS " �- ,,, � �� , .,. - � I I � I I 0 , ' � C-150E—GR—NO EXISTING 119,069 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX.) F.F.E. = 441.2 GARDEN CENTER ENTRANCE WILL BE PERMANENTLY CLOSED. NO PUBLIC ENTRANCE TO THE BUILDING WILL BES PROVIDED WITHIN 125' OF THIS CORNE FA NEW FLAGPOLE LOCATION (30' HIGH) " ­ _ I - .- 110 oil NMI 9 --- L I . ­ . f, . __ . , . , - , Q I . �. ".\­_', N4 ­.­ - ,. � - - .� .,. ,_ _.. , i I I I .. - - � .. � . , .11 11. :� ­ . � � �, .'' . � � �•� ... �:... , � _1 . � . . 11 /! . , � - � I I 'I , I � \ , - I � , I , '. . � � I I , ,. � ­ . , I.", � -- 1.� , ". . . - p � .; I k 11 I . - �, i __ - N., , 'I - "' , I ., - .. , �_ _:'. , , - �.. - I _--1, . " 1. I ., - , " .11.1 ., -, "... I .,. i . , * � I ­ i - il ,/ 11 - , , � �� I /` , ,. .,� I - .. , ", - ­ - I.... .-\ ,�� . 1. . , - � \\I. I , '. ", �'-,' *Zi , . . , .. , , - , , W - - - ­ , ., NEW i I . . ­ ,\. __ , _ ! I , ,1 .. 11 , - V. , � 05 u .. - TRUCK EXIT I / I i , . I . I _��,*S_11­,.`: ; . ,". I : . !/ I I � I � . � V. 1-il�� - , �n_ 11 ,� , , ,� _. ,�'. , - I � ` ' - / ', ,,,, � 7,.; "'� .\\. �.. - I I , . i 1. . . Y 1. . - '" I - , IN"% :� , ' :4 �� -;�.,'. ' ," 1'�.. , I Al POT 7. .. . ,f ' '' - E�,v . " :"\\. .r I-.,. � -..,,'-- - N TD. 6� ,-.::, '_� �� ,\"". , r , ,-,,,, A .­,­�'. _-_.:-,­. ­ 'N'' c .. ,. I _. - . , ,,�,, I ��. .1. , I I Gli-b TEE T E . . . ,. , . , -'-w- ",', ' -.1- O'.DIAMETE, ' , � - 1 ,7 , J , , , , , �, ., _ Q * TIN�. �,,- . ��,,�_#.,. I , , . , �, DIAMETER -j: , � , , . �� . 7". � - .;;� GIR,N-IN � - ! , 1��` R - ,,,� -".,? � �,,, " l � ��11 1"'', , -',c � " I 11P,j/ f 11 '. :_ - �... . .,. , I , "I / I 1 i I , -, �0'1 �: . : '. 1:,, ,, - , " , 1, , _ I -, ., � . ..� "., , �� .. I � ­"� � � I , . , 11 I I / / 1 . I " , . ': � . , I ,;, � , ''. f I I . � - - - - ;..? . 1-, - - � _ I . ;� � �, // 1 I �INI .� . � , .'� �, � (I 11 i I 11 i .�. I I - � . , . k��. . ", ._., ,:��_'­_., * � � �,,.. I i ; I A . , - :�.. I - . _ 'I ­',.�_ ­ T1. . _­.., .. �. I .... I � �4 , ", � � . '', , 11 11% �.� �_ - : � ., '_ DVI—'3HSS � I.'. _ �� �_ . - , t,,'VDQT,ST /11 I ". : 11 ... �, �� ". .� D�, S . � ,� ` ' . _WITH,M0 - It 1. ,'�j; _N Fj_ , . �­� :, . : . .� : , � ` �, .1 � I .." � I . - , , I � -) 1. 711, . � " - � 't6GIE�'.:,'- '','- ' ' . ­ GQL1 1 ENT Ni Q H -� .� . k � VD'OT D. I 1( � , .. . . .." , I 1 : 11 I -1 I I . �. I 1. � , . .. . .. I I :" . ", � _-, f ": '. .- ,�,, _.. �'. ': , � _....'. "..., �,, i , I , I .. .,:.1��"' � I . I . . WSJ / 2,41" 1 ". -� . I i -1 R91' i � 1 . . - 11 1. / 8' typ. --a- 7 - 1 " NEW VDQT STD / �' " e` ) - � i -I'.,. + P .. EXISTING N FOUNDATION PLANTER (typ.) r rruM__ ,­ �- ► r'llill'i . 1 ,� _. '... I I �L D D $ 7 P_6./7TO, EXI 1. G. . i5 ,,, , 1 ,� �, , "I / � - 1 1 14 I.:, EW/ 3'CON'CRETE i i r__1 �- 1 P,) it, � /BUF,FER/(­� - " 11, __,/ I .1 �� i� " I I I i / i 1 - i I i , I / i I Ii . ! 0 1 / ------- S .1 0 / .;. : I --_L___, i _� .! _:­__ . I " I Z, /I BENCHMARK: #1848 .VDOT STD. z��1111' �/ ,� r . � %,ter �, 60p NAIL IN POLE�� lq� / #TK57 ELEV,=441.167f,��-30, BUILD 1 1iii_, ',��. ,t- I - - � , .� \ _Ii�',�_F� 11 �_, `'14_ A- i " , , �- , \ � . '. ­ - __,�,�, . , .1 . - , � _r '-. - � �.. � � .. - zj " y -_ 1 I \ , " I - I It EXISt�ING / -NAL-----------.-- 54'R.(gutter) R36' TRAFFIC --SI I IV 1 /49' 0 T - 4 ,� I 55' (Lyp.) - ­ __ � 4� i I 30, 1 � lb / __-__1_________ SYDL / 4" 55, 4� - - - - - — I . — , ­Trr.�-,-,!-ml 11 -1, !`l SWSL 124„ — -.1 � !� � "I 77_77_,�,,,�, -1_ , , ����_��_� 'I- R32' - _� - -1,_ — LEGEND W SITE NOTES I. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS 2. CONTRACTOR SHALL I - REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED, STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED, 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED As NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, 11 (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS 8, POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY 0. NO WETLANDS WERE " PRESENT ON THIS SITE AS INDICATED BY CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON 07-09-08. (REFERENCE) 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". 11, MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS, 12. REFER TO ARCH, PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LIGHTING I . . I I I �v 09 � �_, .. � . - . - . . �. � , . . '. . . . I I . . I . .. .. � . . .. .1 � 1. 1. . , " ��� -ii , . . . � � � I . . � , . .. I . VAN. . � . .. �. , I � - WATER METER , . � � . � .''... , , , � . . �. , , , . 4 KY DID -3"M , , , , . . , . � , � , , � , . I . � " . . . m � , , . . I f. . . '. I . .. I . I � .11 11� . I .. . .. KV. '' :,..11�1 , . � . . �� �\ . 1.1'.. I .. - ... �. I I .. , I .. I , . , , , * � . . . . . � 24' 1 P.) - _j ,.�. . . , . . . . , , I � �.....,..�. . .....''. '' � . . � I I . .". I � " ("1169) , , I * '. , '. I I .. I 1. * , , , , , .11 NEW FIRE HYDRANT � .. .1 . , , �, 1. .. . , , . , , . . ­ I . I 11- I I -1 _ . . - - I I . ,� . . .. , . , .. , 1. , � .. E. 61-1 - .. , I *' , : �, ;, � •, . _. . . 4-1b - ., I , . � I , , , - � .1 .. .1 I . I , . � � , , .. . �! I . 1� '. , I . , \ , .. __ 1. .. - , . , . . � , , . I ROW 1 . . - . I . P. . . . .. ,� - , , _ :Eke.)...—. -) I , ,.� . '. . .. I 1, . I m . `� - .6.,., ,..� - .. . . 1. I �. , . . . , � ., .,. , , . . , _� . '. .1 '' . , � . I . '' . I . .. , . . - _ j � . . � I . . I , .'' � I '. , . __4b_ EXISTING FIRE HYDRANT — , . . . . I . ''-. '. . - . , ., , � * � . ,7 , I , CC, �. ,.�. I ,' . . . . 1) I . . . I . . , ". .�'- , _�, I , T,E LIGHTING, PO�E i / OWNER: S & B REALTY VENTURE, LLC '. . -`. . . , I' 6! I - - W 4 _____, . ,:. . . I --.--I--. . ., . .. . , . . , I it___ �. .. . ': , . . ... . .. . .7. F I'. , '­ .. . .. , � . �111 - , � - , I . . =_. t C. 11 - . , , - 11. —1 7_ �u- _�� ; --,- j -t'114 ff BENDS AND TEES (ALL SIZES! , , .11, __!:�_ __ I f -1 i -, ! \_EILTERRA WATER-- lr,�- � .6 �i_ - 1;�, - — j � / I _­ ! ZONED: HIGHWAY COMMERCIAL . 91 , - I � ­ - I / : ; QUALITY UNIT 105' typ�) 11 T j / PARCEL #: 04500-00-00-068D4 -1 _-1, t L I I 0 NEW MANHOLE -1 - -_ ---(TY-PIU/AL Or --I I - ___T_ __ —1 — --E-XISTING 2 ' / ) 1 / / PRESENT USE: COMMERCIAL ___ ITC I cc -,V, J I I a , - — ::� - ___ rol-I . SANITARY SEWER F / ,I i (CAR DEALERSHIP) CLEAN-OUT , — cc ­SA-SEME1141 �_ k f I .1i er--"- /Ill / I / � — _ � POWER POLE — 11 / I I Eff �� � / --j - CD . I I ,ol SITE LEGEND (1 . - / i - GAS METER -_ . i I . ____ ut��_ _�-� I C� / / _ —, =ar/ .0 / �' , 11 I TRUCK Car SIGN (RIGHT ARROW), SEE PLAN FOR LOCATION. - __ I .ni - I I I . ZZ_ q? / �' I/ 1 / 0 " 1:1 TRANSFORMER PAD __ - ) ll�? I I RV_ - . _fF __ - / i / 10' x 15' STRIPED AREA PAINTED SYSL/4" AT 45 DEGREES 0 2'-(r OC 0 PIPE BOLLARD ' 244, ,--rjjl'l�� 24 1 , - 24' ----W- 1 18' 1 8f - 1 24'. � @ AT JIB CRANE LOCATION, SEE ARCH PLANS, ItL_ _ - - ­ - _ , 2,V -lV L-- E*i�v . 24' - � 0 --t�V- _ 24' :A,__ _4 . 24 � 24' - I - .. �� _ -11 --- — � - ­ .1 I - . - . — I - I I .. .111.1 11 .. 1. / .1 I .1 .1 ­ ­ �rlDa UTILITY BOLLARD 11 ­ �',� — ­ - -6 ' ' TH 6".WDE PAINTED MITE STRIPING PARALLEL TO DIRECTION - 21 21 , 21 / i �,` 1 D (I)-8' WHITE STRIPE PERPENDICULAR ON BOTH - 1— I/ @ OF TRAFFIC AT 2'-O- D.C. AN . I -1 - / I � ENDS UNLESS NOTED OTHERWISE, SEE SITE PLAN FOR WIDTH. _-z-__ 22 22 23 ij �� 23 �,r / / / 1 21 P __ I 1, i - ff : I PEDESTRIAN CROSSING SIGN IIN TYPICAL AT PEDESTRIAN -_ r- S :a :a - " / ; t I i, i _ / / EXISTING TREES ,____� :a _(2_1�_---� - - JK&, , , @ 00 _ - Ys�u - I , 111111 All NOTED I PLANS, � � — -(a _a — — 11 � i / / (� @ �V I 1 / " :a - I I "Yl PAINTED WHITE ON PAVEMENT TYPICAL SEE DETAIL SHEET. i A 1(typ .) X - cc ___ I 11 / / / I / cd! " NEW TREES / 11 I f I 11 CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL - __ ­ I / / -, __ — - I qr" I / 0 / i Q 0(? __ ill - UR : cc - --- F�7 / " ,I "zc I 0 OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). - � __1 ------- up I � ; 6 / I HEAVY DUTY ASPHALTIC — ___1_ S _ — I — / I / / 1 , � �' ll / EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, I I I � . LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED, CONCRETE PAVEMENT - \ R I - -_ , / / I / U) 11 / / @ RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP, � I — — . I I 11, I/ /� I / - I / I -Z j / 600 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. F MRBEDIANDWAPE i - — I " .1 _� /.q/ " (D STANDARD DUTY ASPHALTIC - : / / i W i AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS / CONCRETE PAVEMENT \-7— � ISLAND (t p.) - - i!� , x / , 0 FOR EXACT SIZE AND LOCATION FOR COORDINATION NTH CIVIL PLANS. \ .- - - 1llllllllll1 - - — - � I- - - r__ / / I .�. 1. � � . I - \__ - 0 . f 4' WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. � . . 4 � � f - %4% __ - �____ - __ --O------ zo/ / . 11, . HEAVY DUTY il t-- j�o f ,V.. ii . - , . . f / 'I P0 CONCRETE COMPACTOR PAD . � . CONCRETE PAVEMENT - V_ - ��'.'�., '"oo, � - . _. � _... - - hl) *117L i 0 REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. =5) � X�� 1 I — f CO/ ( 7) (8) I / / 1 ] / I I * ASPHALT OVERLAY (2" VDOT 0- i - - -_ 1_11�1_ 1 1 (121) - I i / I EXISTING CONCRETE TRANSFORMER PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI I - - ( _(1�17 (I I I 1=1 ) ( 1) =12) 41, / / , 11 SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. R2.5' T i 0 10 (11 - / 1 =1) MPV -600 NON -WOVEN ASPHALT I / / / I LUMINAIRE SCHEDULE PROPOSED BUILDING . QTY LABEL _LABE FRONT DRIVE SUMMARY PROPOSED VDOT STD, CG -6 30" TOTAL LUMENS LLF I CURB AND GUTTER I If PROPERTY LINE a m m m m m. PROPOSED LIMITS OF DISTURBANCE _ _ --- .- V _ �­-, -- _ EXISTING CONTOUR ELEVATIONS xxx— PROPOSED CONTOUR ELEVATIONS -*1111110 EXISTING RETAINING WALL - 1, FV-3HSS SINGLE NEW RETAINING WALL LLF I TOTAL WATTS NEW VDOT STD: PG -5 CONCRETE 1 1.000 1 452 DITCH (TOP OF RETAINING WALL) ' GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE NEW TRENCH DRAIN QTY LABEL ARRANGEMENT (BASE OF RETAINING WALL) ME (0) EXISTING STORM STRUCTURE [E] NEW WATER QUALITY UNIT - 1 904 (FILTERRA) —SD— EXISTING STORM SEWER PIPING QTY NEW STORM SEWER PIPING -OHE&T— EX. OVERHEAD POWER & TELEPHONE - UGT — NEW UNDERGROUND TELEPHONE - UGE — NEW UNDERGROUND ELECTRIC/POWER - SS — EXISTING SANITARY SEWER PIPE - SS — NEW SANITARY SEWER PIPE - IN EXISTING WATER/FIRE PIPING W — NEW WATER/FIRE PIPING I NEW GAS PIPING 0 10 ------ 0- CHAIN LINK FENCE 0 PROPOSED PARKING SPACES SINGLE SYSL/4" I,- 0 2'� ASSOCIATE PARKING SPACES 1 218 SWSL/4` I 5, - SYMBOL - r Cc- CART CORRAL 11 E SINGLE LOADING SPACES SHOWN ON THIS 5200 1.000 EQADIi l HIWSD-3-70-MH-F-277-GPT 10' MOUNTING HEIGHT PLAN FOR COUNTY APPROVAL ONLY I QTY LABEL ARRANGEMENT AND ARE NOT TO BE STRIPED, COO NEW CLEAN OUT DI -11 DRAINAGE STRUCTURE INDICATOR Q-1 WATER QUALITY STRUCTURE INDICATOR MH -2 SANITARY STRUCTURE INDICATOR IN GRATED DROP INLET xx% DIRECTION OF OVERLAND FLOW ^V --)O- W/ GRADES p= -q CURB INLET QTY I SINGLE FIXTURE LIGHT POLE AND . I BASE SINGLE 2 FIXTURE LIGHT POLE AND BASE 41000 1.000 1 454 . 3 FIXTURE LIGHT POLE AND 6/\SE- GFR-FP-400-PSMV-F-3HSS WALL MOUNTED 20' 2 FIXTURE "SHIELDED LIGHT POLE AND BASE "i tilic + 440.14 - SPOT ELEVATION WV M 11 GATE VALVE IN VALVE BC;,X W SITE NOTES I. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL ALBEMARLE COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS 2. CONTRACTOR SHALL I - REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. SEE 02900 SPECIFICATION. 4. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED, STRIPED RADII ARE TO BE 5'. 5. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED, 6. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED As NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 7, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, 11 (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS 8, POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 8. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A MARCH 2008 SURVEY BY DEWBERRY 0. NO WETLANDS WERE " PRESENT ON THIS SITE AS INDICATED BY CORRESPONDENCE FROM THE U.S. ARMY CORP OF ENGINEERS ON 07-09-08. (REFERENCE) 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE WAL-MART STANDARD SITE WORK SPECIFICATIONS". 11, MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS, 12. REFER TO ARCH, PLANS FOR SITE LIGHTING ELECTRICAL PLAN. SITE LIGHTING I . . I I I �v 09 � �_, .. � . - . - . . �. � , . . '. . . . I I . . I . .. .. � . . .. .1 � 1. 1. . , " ��� -ii , . . . � � � I . . � , . .. I . VAN. . � . .. �. , I � - WATER METER , . � � . � .''... , , , � . . �. , , , . 4 KY DID -3"M , , , , . . , . � , � , , � , . I . � " . . . m � , , . . I f. . . '. I . .. I . I � .11 11� . I .. . .. KV. '' :,..11�1 , . � . . �� �\ . 1.1'.. I .. - ... �. I I .. , I .. I , . , , , * � . . . . . � 24' 1 P.) - _j ,.�. . . , . . . . , , I � �.....,..�. . .....''. '' � . . � I I . .". I � " ("1169) , , I * '. , '. I I .. I 1. * , , , , , .11 NEW FIRE HYDRANT � .. .1 . , , �, 1. .. . , , . , , . . ­ I . I 11- I I -1 _ . . - - I I . ,� . . .. , . , .. , 1. , � .. E. 61-1 - .. , I *' , : �, ;, � •, . _. . . 4-1b - ., I , . � I , , , - � .1 .. .1 I . I , . � � , , .. . �! I . 1� '. , I . , \ , .. __ 1. .. - , . , . . � , , . I ROW 1 . . - . I . P. . . . .. ,� - , , _ :Eke.)...—. -) I , ,.� . '. . .. I 1, . I m . `� - .6.,., ,..� - .. . . 1. I �. , . . . , � ., .,. , , . . , _� . '. .1 '' . , � . I . '' . I . .. , . . - _ j � . . � I . . I , .'' � I '. , . __4b_ EXISTING FIRE HYDRANT — , . . . . I . ''-. '. . - . , ., , � * � . ,7 , I , CC, �. ,.�. I ,' . . . . 1) I . . . I . . , ". .�'- , _�, I , T,E LIGHTING, PO�E i / OWNER: S & B REALTY VENTURE, LLC '. . -`. . . , I' 6! I - - W 4 _____, . ,:. . . I --.--I--. . ., . .. . , . . , I it___ �. .. . ': , . . ... . .. . .7. F I'. , '­ .. . .. , � . �111 - , � - , I . . =_. t C. 11 - . , , - 11. —1 7_ �u- _�� ; --,- j -t'114 ff BENDS AND TEES (ALL SIZES! , , .11, __!:�_ __ I f -1 i -, ! \_EILTERRA WATER-- lr,�- � .6 �i_ - 1;�, - — j � / I _­ ! ZONED: HIGHWAY COMMERCIAL . 91 , - I � ­ - I / : ; QUALITY UNIT 105' typ�) 11 T j / PARCEL #: 04500-00-00-068D4 -1 _-1, t L I I 0 NEW MANHOLE -1 - -_ ---(TY-PIU/AL Or --I I - ___T_ __ —1 — --E-XISTING 2 ' / ) 1 / / PRESENT USE: COMMERCIAL ___ ITC I cc -,V, J I I a , - — ::� - ___ rol-I . SANITARY SEWER F / ,I i (CAR DEALERSHIP) CLEAN-OUT , — cc ­SA-SEME1141 �_ k f I .1i er--"- /Ill / I / � — _ � POWER POLE — 11 / I I Eff �� � / --j - CD . I I ,ol SITE LEGEND (1 . - / i - GAS METER -_ . i I . ____ ut��_ _�-� I C� / / _ —, =ar/ .0 / �' , 11 I TRUCK Car SIGN (RIGHT ARROW), SEE PLAN FOR LOCATION. - __ I .ni - I I I . ZZ_ q? / �' I/ 1 / 0 " 1:1 TRANSFORMER PAD __ - ) ll�? I I RV_ - . _fF __ - / i / 10' x 15' STRIPED AREA PAINTED SYSL/4" AT 45 DEGREES 0 2'-(r OC 0 PIPE BOLLARD ' 244, ,--rjjl'l�� 24 1 , - 24' ----W- 1 18' 1 8f - 1 24'. � @ AT JIB CRANE LOCATION, SEE ARCH PLANS, ItL_ _ - - ­ - _ , 2,V -lV L-- E*i�v . 24' - � 0 --t�V- _ 24' :A,__ _4 . 24 � 24' - I - .. �� _ -11 --- — � - ­ .1 I - . - . — I - I I .. .111.1 11 .. 1. / .1 I .1 .1 ­ ­ �rlDa UTILITY BOLLARD 11 ­ �',� — ­ - -6 ' ' TH 6".WDE PAINTED MITE STRIPING PARALLEL TO DIRECTION - 21 21 , 21 / i �,` 1 D (I)-8' WHITE STRIPE PERPENDICULAR ON BOTH - 1— I/ @ OF TRAFFIC AT 2'-O- D.C. AN . I -1 - / I � ENDS UNLESS NOTED OTHERWISE, SEE SITE PLAN FOR WIDTH. _-z-__ 22 22 23 ij �� 23 �,r / / / 1 21 P __ I 1, i - ff : I PEDESTRIAN CROSSING SIGN IIN TYPICAL AT PEDESTRIAN -_ r- S :a :a - " / ; t I i, i _ / / EXISTING TREES ,____� :a _(2_1�_---� - - JK&, , , @ 00 _ - Ys�u - I , 111111 All NOTED I PLANS, � � — -(a _a — — 11 � i / / (� @ �V I 1 / " :a - I I "Yl PAINTED WHITE ON PAVEMENT TYPICAL SEE DETAIL SHEET. i A 1(typ .) X - cc ___ I 11 / / / I / cd! " NEW TREES / 11 I f I 11 CONCRETE JOINTING AND FILLERS TO BE COMPLETED PER DETAIL (TYPICAL - __ ­ I / / -, __ — - I qr" I / 0 / i Q 0(? __ ill - UR : cc - --- F�7 / " ,I "zc I 0 OF ALL EXTERIOR CONCRETE EXCLUSIVE OF ARCHITECTURAL CONCRETE). - � __1 ------- up I � ; 6 / I HEAVY DUTY ASPHALTIC — ___1_ S _ — I — / I / / 1 , � �' ll / EXIT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE, I I I � . LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED, CONCRETE PAVEMENT - \ R I - -_ , / / I / U) 11 / / @ RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP, � I — — . I I 11, I/ /� I / - I / I -Z j / 600 PIPE BOLLARD TYPICAL UNLESS NOTED OTHERWISE. SEE DETAIL SHEET. F MRBEDIANDWAPE i - — I " .1 _� /.q/ " (D STANDARD DUTY ASPHALTIC - : / / i W i AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS / CONCRETE PAVEMENT \-7— � ISLAND (t p.) - - i!� , x / , 0 FOR EXACT SIZE AND LOCATION FOR COORDINATION NTH CIVIL PLANS. \ .- - - 1llllllllll1 - - — - � I- - - r__ / / I .�. 1. � � . I - \__ - 0 . f 4' WIDE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. � . . 4 � � f - %4% __ - �____ - __ --O------ zo/ / . 11, . HEAVY DUTY il t-- j�o f ,V.. ii . - , . . f / 'I P0 CONCRETE COMPACTOR PAD . � . CONCRETE PAVEMENT - V_ - ��'.'�., '"oo, � - . _. � _... - - hl) *117L i 0 REFER TO ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE. =5) � X�� 1 I — f CO/ ( 7) (8) I / / 1 ] / I I * ASPHALT OVERLAY (2" VDOT 0- i - - -_ 1_11�1_ 1 1 (121) - I i / I EXISTING CONCRETE TRANSFORMER PAD AND POWER POLE TO BE RELOCATED AS STD. SM 9.5A WITH MIRAFI I - - ( _(1�17 (I I I 1=1 ) ( 1) =12) 41, / / , 11 SHOWN. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. R2.5' T i 0 10 (11 - / 1 =1) MPV -600 NON -WOVEN ASPHALT I / / / I LUMINAIRE SCHEDULE SYMBOL - . QTY LABEL _LABE FRONT DRIVE SUMMARY 5 KV 3 @ 90 DEGREES TOTAL LUMENS LLF I TOTAL WATTS 132000 I 1.000 1 1356 DESCRIPTION I GFR-5-400-PSMV-F 201 POLE 3' BASE SYMBOL - QTY LABEL ARRANGEMENT -*1111110 2 .,. - 1, FV-3HSS SINGLE TOTAL LumENS LLF I TOTAL WATTS - 44000 - 1 1.000 1 452 I DESCRIPTION ' GFR-2-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT - 15 8V D180 TOTAL LUMENS LLF I I TOTAL WATTS 88000 1.000 - 1 904 DESCRIPTION I GFR-5-400-PSMV-F 20' POLE 3' BASE : SYMBOL QTY - LABEL ARRANGEMENT BY 3 DD-3HSS ROTATED 2 IN 90 TOTAL LUMENS LLFTOTAL � 82000 1.000 1 908 DESCRIPTION GFR-FP-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY LABEL ARRANGEMENT . 8 1 C SINGLE TOTAL LUMENS LLF TOTAL WATTS -1 - 7 1 0 - 1.000 1 29 DESCRIPTION - 103 10' MOUNTING HEIGHT Typ" TYPE - SYMBOL QTY - I LABEL ARRANGEMENT - F1 --I-b- 19 SINGLE I TOTAL LUMENS LLF TOTAL WATTS 12800 1.000 I -_ - 1 218 I DESCRIPTION GBWS-3-175-M H -F -MT -GPT 10' MOUNTING HEIGHT SYMBOL QTY LABEL ARRANGEMENT I R I 11 E SINGLE TOTAL LUMENS - TOTAL WATTS 5200 1.000 [DESCRIPTION HIWSD-3-70-MH-F-277-GPT 10' MOUNTING HEIGHT SYMBOL - I QTY LABEL ARRANGEMENT — - ROTATED 2 IN 90 TOTAL LUMENS LLF TOTAL WATTS 720001.000 - i 904 1 -1 DESCRIPTION GFM-5-400-PSMV-F-3HSS 20' POLE 3' BASE SYMBOL QTY I -_ --- . LABEL ARRANGEMENT -9 I - ] - tv SINGLE I TOTAL LUMENS LLF TOTAL WATTS 44000 1.000 452 - --- I DESCRIPTION GFR-5-400-PSMV-F 20' POLE 3' BASE --- SYMBOL -_ QTY I I I LABEL ARRANGEMENT . I 2 IDVI-3HSS SINGLE TOTAL LUMENS LLF I TOTAL WATTS 41000 1.000 1 454 . DESCRIPTION GFR-FP-400-PSMV-F-3HSS WALL MOUNTED 20' I ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE OVERLAY FABRIC. INSTALL **** ASSOCIATE PARKING — I .... -_ I I , 0 PARKING SPACE SIZE, SIGN AND SYMBOL (-VAN--INDICATES VAN TOTAL PROJECT WATTS TOTAL WATTS = 28796 / , I FABRIC PER MANUFACTURER'S i I — t ACCESSIBLE SPACE) I I i I/ I/ WRITTEN INSTRUCTIONS.) UNLESS 4 ; I SVVSL/l — I �11 I OTHERWISE NOTED. R80' — __ � / PAINTED ISLAND TYPICAL UNLESS NOTED OTHERWISE. STRIPES SHALL BE - . I . . ,/ I '. , I . . . , .. I *%. . 1 G) PAINTED SYSL/4' AT 2'-O' O.C. PERPENDICULAR TO THE PARKING SPACE . .. 1. . 1, . .. . .. ., :_ -.1 ....... - - -,-.-., __ - i / SEE DETAIL SHEET. . .. .. . PAVEMENT OVERLAY IN THIS AREA .111, .. .. .. .. .. I N I . . . . . _ j -_ i . . .. . .... , .1 .. �. . - T JuD ; it., I � - . 4 4 / fl I/ I / / ,� 1. '... 1. , , . , - WILL EXCEED 2" TO MEET PROPOSED GRADES. 3 , M � I I STOP SIGN , IV R3'(TYP) __71_1 , ; @ -_ I'll r - %% / I .. - .illi- 3 " - -SEE DETAIL SHEET FOR WAL-MART CART CORRAL AREA OF STORE - - I t , / / CART CORRAL TYPICAL DETAIL . - I / _11= - ," 1. / � . 0 ,Otol 4 4 f I / EXPANSION I 3�SS �' ... _ - - - I / I @ -DO NOT ENTER" SIGN - HEAVY DUTY CONCRETE , �, � 4 / / , -,------ 77, BUFFER 3' TYP UNLESS 111­1r� �� �, �_ ,> 2'-O" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW 09-0 — — — 1�� , O 4�__,,, 1 - - - , - -- �� I � , 0 STRIPING AT 2'-0" O.C. PERPENDICULAR TO PARKING SPACE TYPICAL -SEE DETAIL SHEET. NOTED OTHERWISE. OLE �A,4-9A! `%;O,W,�= _m'-mmomillillio - � 1_11111-01111111 - I 1 �40,' 1 AISLE INDICATOR SIGNS TYPICAL MOUNT ON LIGHT F0 F 111 I , , f 9 WAL-MART TYPE "A" CONCRETE CURB AND GUTTER TYPICAL. SEE DETAIL SHEET. 0 WHERE APPLICABLE - SEE DETAIL SHEET. _____ +1 " .F / I / I -S / I . i �9044 R55' I Y 3A, I 1�11 / I I PAINTED DIRECTIONAL ARROW TYPICAL -SEE DETAIL SHEET G) WAL-MART TYPE "B" INTEGRAL CURB & GUTTER. ____�_ * 6S61 Z�, / , / 41 0 ... 6 , , �, ,,-,*-, e� / / - R70-4 '1p , � � 1c, — ___- ­ ; - �� n . I., ­ ___:�___u_F1 [____z__,__ --- -_ _===y) - -_ — -_ OHE \ TRAFFIC SIGNAL I ' .lD' 9,48 13' \ -H�: __ ­_ ­ � 224,99'- S46* 1 7'05"W - ___ C. - I BUILDING SETBACK LINE PER ZONING ORDINANCE. NO TRUCKS" SIGN. SEE DETAIL SHEET. --.—- ." — —_ (D - ___ �Ip- � - - ___ — I - ----OIL -- EXISTING @ - - - __ -- OHE -*�7— — 6,- OHE -- --- 0�'F -- -- -- �, L __ ­ 07L — ___ \ 16 $& 0 L - " MAINTAINED FOOTCANDLE LEVELS AT GRADE. LABEL MAIN LOT SUMMARY FRONT DRIVE SUMMARY CALcTYPE - ILLUMINANCE ILLUMINANCE UNITS FC Fc AVG 4.57 6.53 MAX 10.3 24.6 MIN � 1,5 1.3 - AvG/MIN - 3.05 - 5,02 . AX/MIN I 6.87 -- I - 11 ­ - I 18-92 I - \ - (D NO PARKING FIRE LANE SIGN. SEE DETAIL. 0 TRUCK ENTRANCE SIGN (RIGHT ARROW). SEE PLAN FOR LOCATION. LQ S01'53'49"E 0 / ALBEMARLE COUNTY ENGINEERING REDUIRED PARKING DATA \ Z EX. MONUMENT SIGN 9i 1`0 4h, CH -43.96 Q., / ____ -_ --- -_ EXISTING RIGHT IN / , Ln.;., � u 4. GENERAL NOTES FOR SITE PLANS \ , - -_ -_ --- -_ -_ - -_ -_ -_ ____ .- -_ ___ --- t -RIGHT OUT ENTRANCE \ -- Uz .-S-. - H- tG �4WAY --2 9--- ----- TG M-;-. ­ OTT.54 L=45.93 - - -­ -_ LOCALITY SEE ARCH. PLANS L4 .m / \ � . 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION __ T-0 REMAIN----.- __. __ ..____I_ ._�o R=45.00 BASED ON: ACTUAL RETAIL SALES AREA: 117,318 SF ­ --- - --- ­ -- --- -­ -- ----- -- - --,-- -- ---- -- - --- - --- --- - -, EXISTING EXTERNAL CO , \1 ILLUMINATION TO 1`9 i -0- Tctn=25.19 . __--- .--- TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF GARDEN CENTER AREA; 5,129 SF - ___ __ — — — 7 - 7-- _. ____ ___ __ — __ ____ -, — — - 596, __ __ ___ __ __ __ -..-- -,- — REMAIN- __ ____ __`_ . / SO. TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS NOTES: q *-- --4 -* A=58*28'27" -_ ____ - ____ -_ ,� SOUTH BOUND LANES I , � OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 1 � I � ______g.-------- \ 111 - 1i i 2� __ �_ 1. ALL WAL-MART CALCULATIONS BASED ON TOTAL GROSS SQUARE FOOTAGE \ ,- 'i - - ---.----- —,---*- rn _7 / /_ — ____ ­ — 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND OF BUILDING. (COUNT INCLUDES ACCESSIBLE SPACES AND SPACES �1\------- � _.\\______________________,________ � STANDARDS OF VDOT UNLESS OTHERWISE NOTED. USED BY CART CORRALS) ___ - _- _ - __ -.- - __ \- ____ - ____ ____ -­ _____ __ - - - __ __ - -.- __ - _ ___ __ ___ __ __ - __ E:_ _ _ _ __ - - 3. EROSION AND SILTATION CONTROL MESURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 2. CODE REQUIRED PARKING SPACES (ONE (1) SPACE PER EACH ONE HUNDRED (100) \ — __ — — _.«_.____ __ ___ __ _._�__ __ _ __ - __ __ - I— - C11- ____ _____ __ __ __ __ ___ __ __ ___ __ - ___ - __ __ ___ __ ___ - -__ - - - -1 PAINT STRIPING LEGEND PROPOSED LAND USE SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE PERVIOUS AREA: 28.6 % (4 ACRES) A SYSL/4" - SINGLE YELLOW SOLID LINE / 4" WIDE EACH PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH BUILDING AREA 28 6 % (4 ACRES) SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE REFER TO ARCH. PLANS FOR SITE LIIGHTING ELEC. PLAN. __ _. - __ ___ __ APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR SQ. FT OF RETAIL SALES AREA FOR THE FIRST FIVE THOUSAND (5000) SQ FT OTHER. PLUS ONE (1) SPACE PER EACH TWO HUNDRED (200) SQ FT OF RETAIL SALES 1 4. ALL SLOPES AND DISTURBED AREAS TO BE FERTILIZED, SEEDED AND MULCHED. AREA ABOVE FIVE THOUSAND (5000) SQ FT. PLUS ONE (1) SPACE PER EACH 400 SQ FT OF GARDEN CONTRACTOR SHALL CONTACT CENTER RETAIL SALES AREA.) 5, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORZ:VERT). WHERE REASONABLY OBTAINABLE, LESSER 3. PARKING WAIVER FOR 602 SPACES APPROVED BY ALBEMARLE COUNTY ON MISS UTILITY @ 1-800-552-7001 SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. : jr-f-,V�E_-�11 uul`1uI'I1_IN!0- - I FOR LOCATION OF ALL UTILITIES, 12/23/0$. 1, EXISTING SITE ANALYSIS TABLE WAL-MART 119,069 S.F. - PARKING SPACES 591 SPACES* :(NOTEACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS ACCESSIBLE SPACES 22 SPACES E: 3,000 OR MORE INITIAL LUMENS SHALL BE FULL CUTOFF LUMINAIRE. CART CORRALS SPACES 11 CORRALS THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL TOTAL SPACES 613 SPACES NOT EXCEED 0.5 FOOTCANDLES.RATIO 5.15/1,000 S.F. I- - mmmmmmmmmmd AT LEAST 72 HOURS PRIOR- 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF 4. PARKING SHOWN CONTAINS 90* PARKING SPACES. TO BEGINNING CONSTRUCTION THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE . HANNEL TYPICAL DIMENSIONS WIDTH: 9.0' I DEPTH: 18' 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC ONE WAY AISLES: 20' CONTROL DEVICES. TWO WAY AISLES 24' 8 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III 5 CODE REQUIRED LOADING SPACES ONE 1 . ( ( ) SP E OR THE FIRST EIGHT THOUSAND (8,000) SQ FT OF RETAIL GROSS LEASABLE AREA PLUS ONE (1) SPACE PER 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR EACH ADDITIONAL 20,000 SQ FT OF RETAIL GROSS LEASABLE AREA. TOTAL THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ---- -- REQUIRED = 9 SPACES. TOTAL PROVIDED -- 9 SPACES. WZILz?, &6­ � "o -ii "t it 14 11:0 " 0011, W 16*0 Dewberr 0 y DRAWN BY i ♦ Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 11"'i'll" W 4i 0: (z EU) uj W rr - CTJ SEAL �LTI j , 040 1� '11.114 " ) - % 11�1 Y p .10 14:�` 4: " ,* . i3 NER 0 4i -1,31Iac. o.034285 10 Iv 1� C, � 1$91( 1 - KEY PLAN SCALE GRAPHIC SCALE 0 20 40 W I I ( IN FEET ) I inch = 40 fL Cu .� .E 0 i .�=a 4 > = .�� .2) C Z= 0 0 i:! C 0 Q) = LF cz IE N 0) m -r- < DRAWN BY i ♦ C iw I 0 C0 - :3 hm N co 11"'i'll" W 4i 0: (z EU) uj W rr - CTJ SEAL �LTI j , 040 1� '11.114 " ) - % 11�1 Y p .10 14:�` 4: " ,* . i3 NER 0 4i -1,31Iac. o.034285 10 Iv 1� C, � 1$91( 1 - KEY PLAN SCALE GRAPHIC SCALE 0 20 40 W I I ( IN FEET ) I inch = 40 fL Cu .� .E 0 i .�=a 4 > = .�� .2) C Z= 0 0 i:! C 0 Q) = LF cz IE N 0) m -r- < REVISIONS DRAWN BY I APPROVED BY BKB - CHECKED BY BKB - 04/13/09 4 8/18/09 MAT - PER COUNTY COMM. 3 1 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15109 MAT PER COUNTY COMM. I No. DATE I - BY Description I REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE SITE PLAN PROJECT NO, C-3.0 SHEET NO. F BERKMAR DRIVE S.R. 1403 N46.12'00"E 260,00 RETAINING WALL "A° r r` Wa 00 WI i7 fli -J t 135 68' -- OH` _ _ _ OHE D C L=287.35 R=868.81 Tan= 145.00 b=18'57'00" RETAINING WALL "B #1 780-09 C-1 50E -GR -NO F.F.E. = 441.2 EXISTING 119,069 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX.) CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. USE TEMPORARY STRIPING AND SIGNAGE TO MAINTAIN TWO 10' LANES AND A 3' CROSSWALK DIRECTLY IN FRONT OF THE ENTIRE STORE AT ALL TIMES. p ��� ;.�C��,��,�[ , j' .._......,.»_.. VAN-.___..._�' .�f\'*,ft .`'`,r'` VAm1 K�._w_._..... ! _ i�! �. f ^•r �.-� ✓. i '. F> -_ _ \ 1 I. L4- < 4w Y PHASE VI , I PHASE III IJA S >1 V !,- ___ TEMP' A II __ ___ C_._ _ L OKI 1 i S TRS P I G . �'..h. �p. � ...__a...._._,__,__-__._._ �v� i_\�� �tj i ,� f f; °�✓ `J,, `�.f �_...__ 1m._ �.._.. ,,�_. �___._ � l+;f �� �f,, �PHAS ACI' INDIVIDUAL PHASE REQUIRED r PHASE 111 I > I~`' ' VY I_ I t- I`> RATIO/ 1000 sq.ft. I,r L L L v V' PHASE 1 119,069 508 (AVAILABLE) 4.27 PHASE II 119,069 516 (AVAILABLE) 4.33 PHASE Ili 119,069 518 (AVAILABLE) 4.35 PHASE IV 119,069 535 (AVAILABLE) 4.49 PHASE V 119,069 \ I_ ._.. L__ I______ I'yti. 119,069 550 (AVAILABLE) 4 17`' "� "" PHASING LEGEND PHASING NOTES TEMPORARY FENCE DETAIL �•- Sap '� \ CHAIN-LINK FENCE WITH DOUBLE GATE I. CONTRACTOR TO KEEP PARKING LOT CLEAN OF MUD AND DEBRIS NZ ` FROM CONSTRUCTION ACTIVITIES. I TEMPORARY FRONT DRIVE ISLE 2, FENCE GATES TO BE LOCATED AWAY FROM FRONT OF STORE OR AS DIRECTED BY THE WAL-MART CONSTRUCTION MANAGER. CHAIN Q TEMPORARY ADA STRIPING LINK FENCE SHALL BE WITH ENDURO SHADE CLOTH BY HENDEE ENTERPRISES, INC., GATES SHALL BE 2-8' GATES WITH LOCK. cpw 3. CONTRACTOR TO REMOVE (GRIND OR BEAD BLAST) PAVEMENT MARKINGS WHEN REQUIRED, 0 4. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS IN FRONT OF STORE AT ALL TIMES. e'\' T'., i 5. CONTRACTOR SHALL SECURE ALL EQUIPMENT AND SUPPLIES WITHIN STAGING AREA AS DIRECTED BY THE CONSTRUCTION MANAGER APPROPRIATE PRIATE SIGNAGE SHALL BE DISPLAYED ALONG _ \'A. Hv I PERIMETER OF THE STAGING AREA DURING THE CONSTRUCTION. b. CONSTRUCTION PHASES SHALL 8E COORDINATED THROUGH THE f �f ` CONSTRUCTION MANAGER AND STORE MANAGER. 7. CONTRACTOR SHALL MAINTAIN TRUCK DELIVERY ACCESS AT ALL `>,,\ � of � TIMES . 8. CONTRACTOR IS ONLY ALLOWED TO CLOSE ONE ENTRANCE AT �oo.,a f ❑ ANYTIME DURING CONSTRUCTION. CONTRACTOR SHALL INFORM < � - 0- STORE MANAGER AND ANY AFFECTED BUSINESS AT LEAST 48 HOUR PRIOR TO CLOSING ENTRANCE. f \ f i , 9. CONSTRUCTION OF PARKING LOT SHALL NOT INTERRUPT THE PARKING LOT LIGHTING SYSTEM. CONTRACTOR SHALL MAINTAIN PARKING LOT LIGHTING AT ALL TIMES EXCEPT THE AREA UNDER CONSTRUCTION. 11/ 10. CONTRACTOR SHALL RELOCATE EXISTING HANDICAP PARKING SPACES AT EACH PHASE TO ENSURE ENOUGH HANDICAP PARKING SPACES AT ALL TIMES. H. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS, MUD, /' j TEMPORARY FENCING, ETC, UPON COMPLETION OF FINAL CONSTRUCTION. 12. CONTRACTOR SHALL INSTALL TEMPORARY SAFETY FENCE AROUND PERIMETER OF CONSTRUCTION AREA AS DEFINED ON PLANS. f r f%.41 r J J f! 13. CONTRACTOR SHALL CONDUCT THE SITE WORK CONSTRUCTION IN A WAY TO MAINTAIN CUSTOMER PARKING AND MINIMIZE INCONVENIENCE. 14. CONTRACTOR SHALL RE -STRIPE THE ENTIRE PARKING LOT ONCE ALL CONSTRUCTION IS COMPLETE, INCLUDING PREVIOUSLY STRIPED AREA. PRIOR TO RE -STRIPING, REMOVE TEMPORARY ADA STRIPING. 15. CONTRACTOR SHALL MAKE NECESSARY REPAIRS TO ANY PAVING AND/OR CURB & GUTTER DAMAGED DURING CONSTRUCTION. -\ Ib. CONTRACTOR SHALL ADJUST TEMPORARY FENCE FOR THE BUILDING CONSTRUCTION PER BUILDING PHASING PLAN BY ARCHITECTS. 17. CONTRACTOR STAGING AREA TO BE APPROVED BY WAL-MART 30' BUND CONSTRUCTION MANAGER. /`\ f ,r f ,� Jx/{ f `•�' E XI STI ~ _ _ 10' PARKING TRAFFIC SIG PHASE i NOTES: I. COORDINATE AND INSTALL NEN ELECTRIC AND TELEPHONE SERVICES. CONSTRUCT RETAINING WALLS A AND B AND ALL ASSOCIATED APPURTENANCES. CONSTRUCT NEW FIRE ' ,i %^'. / f ..,;, ✓,, r a LANE. /``v J% %, C,yJ, f° 2. PAVING FOR THE TRUCK ENTRANCE DRIVE, TRUCK TURN AROUND AREA AND DOCK AREA SHALL BE DONE IN MU' TiPL_ PHASES TO ENSURE AT LEAST 2 TRUCK DOCK BAYS ARE IN 'XI .">.� ., .^ • 4, /f'j OPERATION AT ALL TIMES. ALSO, CONTRACTOR MUST ENSURE THESE PHASES ARE COORDINATED WITH AND APPROVED BY THE CONSTRUCTION MANAGER AND THE STORE \j f MANAGER. (COORDINATE NUMBER OF DOCK BAYS TO REMAIN OPEN WITH `TORE MANAGER.) PROVIDE A TEMPORARY DOCK IF THE EXISTING AND PROPOSED BUILDING FOOTPRINTS PROHIBIT AT LEAST TWO TRUCK DOCK BAYS FROM BEING IN OPERATION. (COORDINATE TEMPORARY DOCK WITH CONSTRUCTION MANAGER.) 3. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUC HON AREA AS NOTED ON THIS PLAN. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL �\ OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. r '',4INSTALL TEMPORARY SIGNAGE AS SHOWN. 5 INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED 6. CONSTRUCT TEMPORARY DOCK, PROPOSED DOCKS, TRUCK TURNAROUND ; SITE LIGHTING. 7, INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN THE PHASE I AREA. I 'tilt 8. STRIPE PHASE I AREA AND INSTALL NEW LANDSCAPING. tt 9. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUC, .ON OF PHASE I IS COMPLETE. Jt y f ' 10. PHASE I SHALL BE COMPLETE WHEN TRUCK DOCK, RETAINING WALLS Bl:'I_DING PAD, BUILDING EXTERIOR WALLS AND REAR FIRE LANE ARE COMPLETE, "_ PHASE 11 NOTES: I. INSTALL TEMPORARY ACCESSIBLE PARKING STRIPING WITHIN PHASE IV t},I_A. 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90' ANGLES WILL ' "�` 1' _T -` OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 3. INSTALL TEMPORARY SIGNAGE AS SHOWN. `Ur`' �{_ ✓`' / 4. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 5. CONSTRUCT FRONT DRIVE AISLE, FIRST ROW OF LANDSCAPE ISLANDS, UWILDiNG SIDEWALK, SIDEWALK FEATURES (PLANTER, BENCHES ETC.), SITE LIGHTS AND ASSOCIATED 1 �`��,?�/--�-� �7 b. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN THE PHASE II AREA. Iy� ° 7. PHASE II SHALL BE COMPLETE WHEN FRONT DRIVE AISLE, NEW LANDSCAPING ISLANDS, BUILDING SIDEWALK AND ASSOCIATED SIDEWALK FEATURES ARE COMPLETE,, PHASE VII ' `�/ `, 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE !I IS COMPLETE. PHASE li SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING ,'tf,4/rt1r', f/) CONSTRUCTION ON PHASE III. PHASE III NOTES: l,r 1. INSTALL TEMPORARY ACCESSIBLE PARKING STRIPING WITHIN PHASE V AREA, 2. CONTRACTOR SHALL. INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90° ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 3. INSTALL TEMPORARY SIGNAGE AS SHOWN. CO - - 4. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. -I1` ;`1✓ 5. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED i` r� r�-iv �^• CONDUIT IN THE PHASE III AREA. 6. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE Ill AREA. 7. STRIPE PHASE Ili AREA AS SHOWN AND INSTALL NEW LANDSCAPING. t�j/ Cd 8. PHASE Ill SHALL_ BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. �vOSp f"; Q 9. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE III IS COMPLETE. PHASE Ill SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING t ,f. t/j Q CONSTRUCTION ON PHASE IV. Q PHASE IV NOTES: f T ; r I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLANA. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL 1r; (� f OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. . I� 2. INSTALL TEMPORARY SIGNAGE AS SHOWN. Z `f t� 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. ., •.1 ' ` , 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE IV AREA. O Z 5, INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE IV AREA, 6. STRIPE PHASE IV AREA AS SHOWN AND INSTALL NEW LANDSCAPING. (0 Q 7. PHASE IV SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE, � 1�• B. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE €V IS COMPLETE. PHASE IV SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING �J7 ' PHASE V NOTESCONSTRUCTION ON PHASE V. I 1, CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL ;- OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. . > 2, INSTALL TEMPORARY SIGNAGE AS SHOWN. if iWY 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED, `a 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE V AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE V AREA. 6. STRIPE PHASE V AREA AS SHOWN AND INSTALL NEW LANDSCAPING. 7. PHASE V SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. `t ff • 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE V IS COMPLETE, PHASE V SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING kJ PHASE Vi NOTESCONSTRUCTION ON PHASE VI, I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90° ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 2. INSTALL TEMPORARY SIGNAGE AS SHOWN. 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE VI AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE VI AREA. I�> �'` �f ' 6. STRIPE PHASE VI AREA AS SHOWN AND INSTALL NEW LANDSCAPING. 7. PHASE VI SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. _ \,t- r t 1 -_' 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VI IS COMPLETE. PHIASE VI SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING t ' ONSTRUCTION ON PHASE VII. L L_ _ _ - I� i v U� ;i" �, PHASE 1 - VII NOTES: r 1. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90' ANGLES WILL 53.20 �9 S '� �,�/ i L ?l,l.,n,,! I_ `QEXISTING OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. ` ' O}?c \ 2. INSTALL TEMPORARY SIGNAGE AS SHOWN, �6Z. _.r� (_ _ (` 'j I��tF rf` TRAFFIC SIGNA C�1Ff E - -- - 4` / 9 22,4.99 i+ _ A e• f 1! 0 i__ .i �. Of --IE __.n -- OHE _ U-- - -� o SOUTIH BOUND LANES ACI' INDIVIDUAL PHASE REQUIRED PARKING RATIO PHASE 111 REQUIRED BUILDING NO. of SPACE'S RATIO/ 1000 sq.ft. L" L L L L 3 10 PHASE 1 119,069 508 (AVAILABLE) 4.27 PHASE II 119,069 516 (AVAILABLE) 4.33 PHASE Ili 119,069 518 (AVAILABLE) 4.35 PHASE IV 119,069 535 (AVAILABLE) 4.49 PHASE V 119,069 525 (AVAILABLE) 4.41 PHASE Vi 119,069 550 (AVAILABLE) 4.62 DATA SHOWN INCLUDES PARKING SPACES AND BUILDING SQUARE FOOTAGE AVAILABLE TO THE PUBLIC DURING EACH INDIVIDUAL PHASE 13 18 TOTAL 13 14 TOTAL R3 14 PHASE 11 REQUIRED PROVIDED PHASE IV REQUIRED PROVIDED PHASE VI REQUIRED PROVIDED VAN PARKING 3 f >L 11 3 1 VAN PARKING 3 2 ACCESSIBLE PARKING 17`' "� "" PHASING LEGEND PHASING NOTES TEMPORARY FENCE DETAIL �•- Sap '� \ CHAIN-LINK FENCE WITH DOUBLE GATE I. CONTRACTOR TO KEEP PARKING LOT CLEAN OF MUD AND DEBRIS NZ ` FROM CONSTRUCTION ACTIVITIES. I TEMPORARY FRONT DRIVE ISLE 2, FENCE GATES TO BE LOCATED AWAY FROM FRONT OF STORE OR AS DIRECTED BY THE WAL-MART CONSTRUCTION MANAGER. CHAIN Q TEMPORARY ADA STRIPING LINK FENCE SHALL BE WITH ENDURO SHADE CLOTH BY HENDEE ENTERPRISES, INC., GATES SHALL BE 2-8' GATES WITH LOCK. cpw 3. CONTRACTOR TO REMOVE (GRIND OR BEAD BLAST) PAVEMENT MARKINGS WHEN REQUIRED, 0 4. CONTRACTOR SHALL MAINTAIN PEDESTRIAN ACCESS IN FRONT OF STORE AT ALL TIMES. e'\' T'., i 5. CONTRACTOR SHALL SECURE ALL EQUIPMENT AND SUPPLIES WITHIN STAGING AREA AS DIRECTED BY THE CONSTRUCTION MANAGER APPROPRIATE PRIATE SIGNAGE SHALL BE DISPLAYED ALONG _ \'A. Hv I PERIMETER OF THE STAGING AREA DURING THE CONSTRUCTION. b. CONSTRUCTION PHASES SHALL 8E COORDINATED THROUGH THE f �f ` CONSTRUCTION MANAGER AND STORE MANAGER. 7. CONTRACTOR SHALL MAINTAIN TRUCK DELIVERY ACCESS AT ALL `>,,\ � of � TIMES . 8. CONTRACTOR IS ONLY ALLOWED TO CLOSE ONE ENTRANCE AT �oo.,a f ❑ ANYTIME DURING CONSTRUCTION. CONTRACTOR SHALL INFORM < � - 0- STORE MANAGER AND ANY AFFECTED BUSINESS AT LEAST 48 HOUR PRIOR TO CLOSING ENTRANCE. f \ f i , 9. CONSTRUCTION OF PARKING LOT SHALL NOT INTERRUPT THE PARKING LOT LIGHTING SYSTEM. CONTRACTOR SHALL MAINTAIN PARKING LOT LIGHTING AT ALL TIMES EXCEPT THE AREA UNDER CONSTRUCTION. 11/ 10. CONTRACTOR SHALL RELOCATE EXISTING HANDICAP PARKING SPACES AT EACH PHASE TO ENSURE ENOUGH HANDICAP PARKING SPACES AT ALL TIMES. H. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS, MUD, /' j TEMPORARY FENCING, ETC, UPON COMPLETION OF FINAL CONSTRUCTION. 12. CONTRACTOR SHALL INSTALL TEMPORARY SAFETY FENCE AROUND PERIMETER OF CONSTRUCTION AREA AS DEFINED ON PLANS. f r f%.41 r J J f! 13. CONTRACTOR SHALL CONDUCT THE SITE WORK CONSTRUCTION IN A WAY TO MAINTAIN CUSTOMER PARKING AND MINIMIZE INCONVENIENCE. 14. CONTRACTOR SHALL RE -STRIPE THE ENTIRE PARKING LOT ONCE ALL CONSTRUCTION IS COMPLETE, INCLUDING PREVIOUSLY STRIPED AREA. PRIOR TO RE -STRIPING, REMOVE TEMPORARY ADA STRIPING. 15. CONTRACTOR SHALL MAKE NECESSARY REPAIRS TO ANY PAVING AND/OR CURB & GUTTER DAMAGED DURING CONSTRUCTION. -\ Ib. CONTRACTOR SHALL ADJUST TEMPORARY FENCE FOR THE BUILDING CONSTRUCTION PER BUILDING PHASING PLAN BY ARCHITECTS. 17. CONTRACTOR STAGING AREA TO BE APPROVED BY WAL-MART 30' BUND CONSTRUCTION MANAGER. /`\ f ,r f ,� Jx/{ f `•�' E XI STI ~ _ _ 10' PARKING TRAFFIC SIG PHASE i NOTES: I. COORDINATE AND INSTALL NEN ELECTRIC AND TELEPHONE SERVICES. CONSTRUCT RETAINING WALLS A AND B AND ALL ASSOCIATED APPURTENANCES. CONSTRUCT NEW FIRE ' ,i %^'. / f ..,;, ✓,, r a LANE. /``v J% %, C,yJ, f° 2. PAVING FOR THE TRUCK ENTRANCE DRIVE, TRUCK TURN AROUND AREA AND DOCK AREA SHALL BE DONE IN MU' TiPL_ PHASES TO ENSURE AT LEAST 2 TRUCK DOCK BAYS ARE IN 'XI .">.� ., .^ • 4, /f'j OPERATION AT ALL TIMES. ALSO, CONTRACTOR MUST ENSURE THESE PHASES ARE COORDINATED WITH AND APPROVED BY THE CONSTRUCTION MANAGER AND THE STORE \j f MANAGER. (COORDINATE NUMBER OF DOCK BAYS TO REMAIN OPEN WITH `TORE MANAGER.) PROVIDE A TEMPORARY DOCK IF THE EXISTING AND PROPOSED BUILDING FOOTPRINTS PROHIBIT AT LEAST TWO TRUCK DOCK BAYS FROM BEING IN OPERATION. (COORDINATE TEMPORARY DOCK WITH CONSTRUCTION MANAGER.) 3. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUC HON AREA AS NOTED ON THIS PLAN. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL �\ OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. r '',4INSTALL TEMPORARY SIGNAGE AS SHOWN. 5 INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED 6. CONSTRUCT TEMPORARY DOCK, PROPOSED DOCKS, TRUCK TURNAROUND ; SITE LIGHTING. 7, INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN THE PHASE I AREA. I 'tilt 8. STRIPE PHASE I AREA AND INSTALL NEW LANDSCAPING. tt 9. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUC, .ON OF PHASE I IS COMPLETE. Jt y f ' 10. PHASE I SHALL BE COMPLETE WHEN TRUCK DOCK, RETAINING WALLS Bl:'I_DING PAD, BUILDING EXTERIOR WALLS AND REAR FIRE LANE ARE COMPLETE, "_ PHASE 11 NOTES: I. INSTALL TEMPORARY ACCESSIBLE PARKING STRIPING WITHIN PHASE IV t},I_A. 2. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90' ANGLES WILL ' "�` 1' _T -` OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 3. INSTALL TEMPORARY SIGNAGE AS SHOWN. `Ur`' �{_ ✓`' / 4. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 5. CONSTRUCT FRONT DRIVE AISLE, FIRST ROW OF LANDSCAPE ISLANDS, UWILDiNG SIDEWALK, SIDEWALK FEATURES (PLANTER, BENCHES ETC.), SITE LIGHTS AND ASSOCIATED 1 �`��,?�/--�-� �7 b. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN THE PHASE II AREA. Iy� ° 7. PHASE II SHALL BE COMPLETE WHEN FRONT DRIVE AISLE, NEW LANDSCAPING ISLANDS, BUILDING SIDEWALK AND ASSOCIATED SIDEWALK FEATURES ARE COMPLETE,, PHASE VII ' `�/ `, 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE !I IS COMPLETE. PHASE li SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING ,'tf,4/rt1r', f/) CONSTRUCTION ON PHASE III. PHASE III NOTES: l,r 1. INSTALL TEMPORARY ACCESSIBLE PARKING STRIPING WITHIN PHASE V AREA, 2. CONTRACTOR SHALL. INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90° ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 3. INSTALL TEMPORARY SIGNAGE AS SHOWN. CO - - 4. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. -I1` ;`1✓ 5. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED i` r� r�-iv �^• CONDUIT IN THE PHASE III AREA. 6. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE Ill AREA. 7. STRIPE PHASE Ili AREA AS SHOWN AND INSTALL NEW LANDSCAPING. t�j/ Cd 8. PHASE Ill SHALL_ BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. �vOSp f"; Q 9. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE III IS COMPLETE. PHASE Ill SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING t ,f. t/j Q CONSTRUCTION ON PHASE IV. Q PHASE IV NOTES: f T ; r I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLANA. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL 1r; (� f OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. . I� 2. INSTALL TEMPORARY SIGNAGE AS SHOWN. Z `f t� 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. ., •.1 ' ` , 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE IV AREA. O Z 5, INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE IV AREA, 6. STRIPE PHASE IV AREA AS SHOWN AND INSTALL NEW LANDSCAPING. (0 Q 7. PHASE IV SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE, � 1�• B. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE €V IS COMPLETE. PHASE IV SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING �J7 ' PHASE V NOTESCONSTRUCTION ON PHASE V. I 1, CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45' ANGLES AT CORNERS WHERE 90° ANGLES WILL ;- OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. . > 2, INSTALL TEMPORARY SIGNAGE AS SHOWN. if iWY 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED, `a 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE V AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE V AREA. 6. STRIPE PHASE V AREA AS SHOWN AND INSTALL NEW LANDSCAPING. 7. PHASE V SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. `t ff • 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE V IS COMPLETE, PHASE V SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING kJ PHASE Vi NOTESCONSTRUCTION ON PHASE VI, I. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90° ANGLES WILL OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. 2. INSTALL TEMPORARY SIGNAGE AS SHOWN. 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEWER, WATER LINES, SITE LIGHTS AND ASSOCIATED CONDUIT IN THE PHASE VI AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE VI AREA. I�> �'` �f ' 6. STRIPE PHASE VI AREA AS SHOWN AND INSTALL NEW LANDSCAPING. 7. PHASE VI SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. _ \,t- r t 1 -_' 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VI IS COMPLETE. PHIASE VI SHALL BE COMPLETE AND OPENED PRIOR TO BEGINNING t ' ONSTRUCTION ON PHASE VII. L L_ _ _ - I� i v U� ;i" �, PHASE 1 - VII NOTES: r 1. CONTRACTOR SHALL INSTALL TEMPORARY FENCE TO ENCLOSE CONSTRUCTION AREA AS NOTED ON THIS PLAN. PROVIDE 2-45° ANGLES AT CORNERS WHERE 90' ANGLES WILL 53.20 �9 S '� �,�/ i L ?l,l.,n,,! I_ `QEXISTING OBSTRUCT THE VIEW OF PEDESTRIAN AND VEHICULAR TRAFFIC. ` ' O}?c \ 2. INSTALL TEMPORARY SIGNAGE AS SHOWN, �6Z. _.r� (_ _ (` 'j I��tF rf` TRAFFIC SIGNA C�1Ff E - -- - 4` / 9 22,4.99 i+ _ A e• f 1! 0 i__ .i �. Of --IE __.n -- OHE _ U-- - -� o SOUTIH BOUND LANES O5wW _ C)'r{; - _ 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. -- �\ C,. - -- DHE ' r, 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEINER, WATER LINES, SITE LIGHTS AND ASSOCIATED .-. � _._..� "C7!-�c_ .�._ -- CONDUITS IN THE PHASE VII AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE VII AREA. -' � S01.53'49"E 6. STRIPE PHASE VII AREA AS SHOWN AND INSTALL NEW LANDSCAPING. HIGHWAY _j a 00 i NSP CH=43.96 (�� 7. PHASE VII SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. U.S. I I I (� 1 �f l` �f J CTII � ". 4 ��+� L=45.93 �J 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VII IS COMPLETE. L#4 ao too i R=45.00 Tan=25.19 t A=58.2827" 1 SOUTH TOTALt .. ;__ L .. PHASE 1 ACI' INDIVIDUAL PHASE REQUIRED PARKING RATIO PHASE 111 REQUIRED BUILDING NO. of SPACE'S RATIO/ 1000 sq.ft. PROVIDED SQ. FT. 3 10 PHASE 1 119,069 508 (AVAILABLE) 4.27 PHASE II 119,069 516 (AVAILABLE) 4.33 PHASE Ili 119,069 518 (AVAILABLE) 4.35 PHASE IV 119,069 535 (AVAILABLE) 4.49 PHASE V 119,069 525 (AVAILABLE) 4.41 PHASE Vi 119,069 550 (AVAILABLE) 4.62 DATA SHOWN INCLUDES PARKING SPACES AND BUILDING SQUARE FOOTAGE AVAILABLE TO THE PUBLIC DURING EACH INDIVIDUAL PHASE 13 O5wW _ C)'r{; - _ 3. INSTALL AND/OR ADJUST EROSION CONTROL DEVICES AS REQUIRED. -- �\ C,. - -- DHE ' r, 4. REMOVE AND REPLACE ALL CURB AND/OR GUTTER AS SHOWN. INSTALL ALL ASSOCIATED STORM DRAINAGE, SANITARY SEINER, WATER LINES, SITE LIGHTS AND ASSOCIATED .-. � _._..� "C7!-�c_ .�._ -- CONDUITS IN THE PHASE VII AREA. 5. INSTALL 2 INCHES OF PAVING OVERLAY WITH FABRIC WITHIN PHASE VII AREA. -' � S01.53'49"E 6. STRIPE PHASE VII AREA AS SHOWN AND INSTALL NEW LANDSCAPING. HIGHWAY _j a 00 i NSP CH=43.96 (�� 7. PHASE VII SHALL BE COMPLETE WHEN ALL CURB AND GUTTER, STORM STRUCTURES, PAVEMENT OVERLAY, ASSOCIATED STRIPING AND LANDSCAPING IS COMPLETE. U.S. I I I (� 1 �f l` �f J CTII � ". 4 ��+� L=45.93 �J 8. REMOVE TEMPORARY FENCE AND TEMPORARY SIGNAGE ONCE CONSTRUCTION OF PHASE VII IS COMPLETE. L#4 ao too i R=45.00 Tan=25.19 t A=58.2827" 1 SOUTH TOTALt .. ;__ L .. PHASE 1 ACI' INDIVIDUAL PHASE REQUIRED PROVIDED PHASE 111 REQUIRED PROVIDED PHASE V REQUIRED PROVIDED VAN PARKING 3 10 VAN PARKING 3 0 VAN PARKING 3 2 ACCESSIBLE PARKING 10 8 ACCESSIBLE PARKING 10 0 ACCESSIBLE PARKING 10 12 TEMPORARY ACCESS. PARKING 2 0 TEMPORARY ACCESS. PARKING MISC REVISIONS 14ONCL. 2 VAN) TEMPORARY ACCESS. PARKING MAT 0 TOTAL 13 18 TOTAL 13 14 TOTAL R3 14 PHASE 11 REQUIRED PROVIDED PHASE IV REQUIRED PROVIDED PHASE VI REQUIRED PROVIDED VAN PARKING 3 8 VAN PARKING 3 1 VAN PARKING 3 2 ACCESSIBLE PARKING 10 0 ACCESSIBLE PARKING 10 6 ACCESSIBLE PARKING 10 12 TEMPORARY ACCESS. PARKING 7 (SNCL, i VAN) TEMPORARY ACCESS. PARKING 0 ccs TEMPORARY ACCESS. PARKING 7 (INCL. I VAN) TOTAL 13 15 TOTAL 13 14 TOTAL 13 14 ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION NOTE TO CONTRACTOR: CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION PHASES WITH WAL-MART STORE MANAGER AND WAL-MART CONSTRUCTION MANAGER. DewberryG Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 SEAL B AN K. � L.ic, No, 034285 LV KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET } I inch 40 ft - DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 % 0 3 7/2/09 MAT •� 2 C MAT MISC REVISIONS 1 O MAT PER COUNTY COMM. No. DATE BY Description +-+ U W o " CzF Cr V J Cz E ccs SEAL B AN K. � L.ic, No, 034285 LV KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET } I inch 40 ft - REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE PHASING PLAN PROJECT NO. 5001 1382 C�3,1 SHEET NO, Oquit, .. Dewberry Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797,4497 FAX: 434.797,4341 L■ C LM U) W FR' ,0 tCS C CC 0) 2) U ow as LO a) w �C r— Cz E I Cz I SEAL SAJLTj,( IO NV K. B iiER vA 11C. No. 0 285 7/7- L KEY PLAN SCALE 0' 30' 60' SCALE: 1" = 30' 1 7-2-09 MAT ADDED STAKEOUT No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY CHECKED BY Is DATE 04/13/09 TITLE STAKEOUT PLAN PROJECT NO. 5001 1382 C-3.2 SHEET NO. co N T W fr U) W FR' ,0 tCS C CC 0) 2) U ow as LO a) w �C r— Cz E I Cz I SEAL SAJLTj,( IO NV K. B iiER vA 11C. No. 0 285 7/7- L KEY PLAN SCALE 0' 30' 60' SCALE: 1" = 30' 1 7-2-09 MAT ADDED STAKEOUT No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY CHECKED BY Is DATE 04/13/09 TITLE STAKEOUT PLAN PROJECT NO. 5001 1382 C-3.2 SHEET NO. Dewberr ' y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 11 7m - LE � 1 L 0) V} I C Q •( 0 CO r tv W W PON— Cr 75 Cz E I co cc c 40 z 0 aas z E L r- 0) ¢ C KEY PLAN SCALE 0' 30' 60' SCALE: I" r 30' 1 7-2-09 1 MAT ADDED STAKEOUT No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE STAKEOUT PLAN 1 PROJECT NO. 5001 1382 C-3.3 SHEET NO. F 14 FRE C 0 30" NYLOPLAST 30" NYLOPLAST L=/_o/.1) ��/ fit r -' __ _ ,- V. y' I ` . , z I BRAND INLINE BRAND INLINE R=868.81 �- - T W DRAIN WITH 30" DRAIN WITH 30" Tan=145,00 _ - \ I,0 STD, H-20 GRATE. STD. H-20 GRATE. ©=1$'57'00" _- v-%�'~ r.._. �`` - ti 1 m GRATE: 440.00 GRATE: 440,00 = __ _,- -.- 79 a3 „�. ,_ '_-1 11 INV IN - 439.15 ((TRENCH DRAIN) INV IN - 437.57 �- �- �..- , 5+._ - \ - INV OUT - 439.005 INV OUT - 437.47 _/ , \ I ING waLL B _ - - , — — ==-= 'RETAIN 1, 11 X32 _--- -- --- _ . q \` \ 1 i i 1 C ERKMAR DRIVER. - - = .. ----- , s4 .I l� I I t \ \ - .____- 46,1 r 4 \ 0 1 I % / — -- \' { f Iti- \ CF, $ ' Wt , t 4031 ` i ` 7th `'. _ - 1_1 _EXISTIIk4G'- NITIARY--_..-- ---- - l 4ro5 `�. { q i p \ i l l ° / / \ , o k -'_ — -- s_:��'Vci :EASEM r-�___�__::- _ _-- � - - - 1 _ cn � � ; { Acl_ — =-- - __ -. -_ __ cr _ _ At$E'17lA- _ C1I lNTY__ s y - _ _ I W77-777_ - _ - - - _- - -- ° _ - _- -S' R , T ._.._ _._..----- _ . - _ .� - its __ - C� - , '- - - x.28 0 _ _ _ - -- - f � fi5- - QO E _ i- - r __ _ ,.> _ _ __ _ = _ -— I _ 4~ _ T _ &l __ . o Q v :=-= wI - 7 ti.. of - - 1 r — _ 1 I / _ _ _ - _D A Jia -REP CSE t�-�h-- -R x1d{SVi= _ N r _ _ - - - , `----- i _ -- ---� -- _ _-- -_-- __ __ . _.._ - -__' iii _ ` €E -HMI -35 FFA�E A �E ,\. 1 / _ - -- --- -- _. T 4 -_- - __ - • 4_ L4 R / - _ _- ~`- Ir __ _.._ " / - ' f -,. _ ' . - - = - - - __- _. - _ _ .. - T•'f4 8 FUSkT1M NEVV'I' NEE t , / ,-- - �... - ===-. 1_ =: = _ _._ _ - - Pte=-:. \' \ _ -4 _ __ _ -_ _ _ / _ _ - r j % _. _ \t V 'r - f i _ _.. - \ \ I , : �. - - I : ci • -:i . 1 - _ I I _ __ - 1 f - _ _ ,= / f -:-.. �- -- -- -' - -- - -_r _- p-' - . ` ._...... _ .. ', (AHI � - f - / , ! € .. , : / . - ,, ._ _- �....- _ �- .--- _--- - ..�-- ;._ ._- -- .._- _ __ _. - \ Yom: , t .._ --C�h �11 VDOT STD. PG -5 t i ! i r -' - A - \T^\''�, \ \ } , t t . i f .f' A l ? - !' , .% ''i „•' (�- ..�....- S (� ... � I .—. �'j _.__ _ a r� ..,.i ., \ , 1� \ � ! _ w, �N ,. I i CONCRETE DITCH - _ i � I SEE RETAINING WALL { ,1 { 1 ,. 1 1 ` + _._. - \'' # 1 I PLAN &PROFILE (TYP,)' , ,` -4r !! ` '� 1;, fir`, y. j I o ; '1 i�`+ iSo. Ill 1 „ , %tI , r.` , /L 1, 4 FOUNDATIO i _ , `, I I t (4 THICK, D = 1 , W = 1) % i NEW DOWNSPOUTS (9 x9) &BOOTS i 1 -- •"-_ € t % :, 1 T �4/i DF [NVERT' 439, '5_ NEW 18 INV IN / I '+ 1 . ; �,t , I I1I `° i ` ` '' Ifs= F ii 435.73 AT EX. LOCATIONS (TYP. FOR 10) DEIN �' t ; +. `', �I j ( ;I. I { I - //%' / // ' / / GRATA: 440,0 ,. '/ r I (REF, ARCH PL ) / 1 q 't`� 1 ` - T4 �'I { f 1l` 1,1' ,' ;,' //,t" , t / $j (REF. ARCH PLANS) + j ; ' �i,',I;i I I 11 ;i ;, ;t;�'�" 1 ; _ _ , I j $1 {1'11 lli� 55 lk` ' �i! i f"/' zs Ii fD Jr .-� ; f�,/ /:" -CONCRETE I REENCH ' IKAIN € 10" STORM 1 l , i , ; i � �;1 ` �'.' i1 I , i" l ` `1 , f 'h k,' °I i . OCAT=ED-ALONG BAS OF WALL Mt /\ IIP—"€ + RETAINING WALL L: .' t?1;ji I IABT, INC Ti 14 G TE & 'i'. , (' .' , .,i'F_ /° %`11 i i:, j I FRAME..0 DUCTILE II: €i±.iN ;>, i , f l ,1,1 j SLOTTE--D GRATE (PART sirIll/ / , 1t, ,.,, li #1502.14) m € 1 / 'j -- /lilt) %11 I EWER / , , I X, 1;, ._ __. - ,1,! ''i 111 I El ` F. AR.H PLA ,\)\`, 11` j 1l0`_� ,r' 11i�1`?', tZ 1 I � 11 0 � 6 $__ ' ,1,\ 'Ii -ill I 1/ - 1 1 1 1 1 \ it + I jIj',$11 1 14th1 fill $` ,, ,r J it ,# f ?t.. i- it — f 1 1 ' � �,,I �1 ` i - ✓ IIS {� III` t• 1I 1y 11% t r i r l 1.1r' t? 1 __._.Cy-- I i} 1 ;'i �' 11 I j I /I 1 !1. `,lii`f,"i I i II IVIH_11 a + I 1 I ! '`' , A__ 4 +i� III, is II I I 1 i s,I f11 --- I Eli '(IW11I ` II I \ I � I . 1 1 � ' 11_'¢JrQ�` III! dil I1f1 '11 1 `9� �fi / I; j i' {/'i; I` �f -`�`' ��1 I , BREAK IN DIRECTION I F FLOW � - _ 1 _ I!' I I ` f \, ` Ij I,1411tt� 1 4� f f r' , I ? ({ \ i 1 i _ 1?I I,1 Ili{ !11 t', 1 i j , 113' c ,..I, OR TRENCH DRAIN i1 ''i~^ , `, - i ;i t'i i! I 11,f 1i, 1 ,,1„a r I II DI=� 1'/;n ; 1 N ;;�; ,Ii; ii INVERT=440.48 I II i I \J \ ',` '`i III I l 1, r!/; f70 i!!I` li I '\! `` �.r 1'I'"i ?lIIt1 i ,.. 4;l I I 1 111:11,' N EVV II P ' 8 vDOT STD. III I,I .i1. 1I 1 I fi I j{ I ca I ! ,; i `- E II g t I t a DIc�B WITH 14` ( I`' #I"I ' i 1:! I{ H I 0 I ''I 11 `� `PANSION- �1 780-09 1 1 ! 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E . �"" 441.2 TO BE REMOVED AND REPLACED w/r `� ' - ! P ', 1, 1 i',i `t1';' ',:i `, ttii ,r r 1 I ;/ 11 + r I, ---, E _,{ NEENAH MODEL R-3560 FRAME AND G E r jr,' ; 1 I',l j i! �;;; ;;`' ;tt - , {11 /- / t ,!' ; / '' ; , I` -I 1, fi I � TOP TO BE FLUSH W/ NEW PAVEMENT,, / {J. - E)C-S �' I? 1 I� rI '/;, ,i 1`t$ I // if` , i ' ' / -? i ; I' I TIE IN CONCRETE GUTTER TO TOP OFlft1 , i 1 I 1;1} ,t1 / I i 1 111 . EI NEW GRATE. ° , [-­'q� _- i I y1 I I1,i +i` t?t 1, + ill it,, F`/I. ( i. i 1 { `7 I f � S P, / I' I' I 11 41 1, 1'i t\�\ i ' t f �1 �''I3 lt1l i i I t' ! i I I = _f I 1 1 / 1, I- " \ - i��€�}1i/,, I .�, ii' ``%,01t', ,'J ? it Ili, rI i t , f f i `r 1I i € j .i f -�-�� .�, til 'Lit , I t[ I I 1 1` ! i / 1 l Y 't r I ' SD 1/ 1 ( �' I 111 j'II !i' !` f t 1 1 II i i 4 7 l 1 111 l it' t t 3i(, t'll''`?J !, r'`' �Iltt. I n n _ ( f l° 11 I 1 I{i� ; /I,4 ROOF DRAIN 4 ROOF DRAIN 9j I ; i '", �� - __ I_rj y�;, (i;' l1 11 @MIN. OF1%SLOPE @MIN. 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S n5 ' \ _ c -_ _ _ ` \ OO U1 501'53'49\ E 0 '2'a W T— �c \ \ i \ \ `. \ \ ' ` j %11 ` ' 000)Ln ' r -4-4• CH=43.96 I` (/ �� 1 \ \ ,, . \ \ , , \ \ s .\ H i H EAS,\ \ },.w o cr L--4.93 \���/ , \_ \ \ \ I \ \ ` \ \ \ \ o� \ \11 °\ 00 �, R=45..00 r `; ; � �� 5 \ `\ \ `, \ '` '�, \ \, ` � \ '\I �, t''� \ ''\ \ � N -P '', Tan=25.19 . \ �, q5 � \ \ \ \ ` \ \ \ \ \ '-r' `5g• 8'27,3 \ \ ' - / / ) ; \ SO.1TH BUND L�4NES \3 \ \, \ \ \ `' \ \ \ i \ \\ t\ ) 11 I i I L , / I ( ( I 1 I I I i I / i I /' it I / ) / "i' / r/ f / t � / / 11 /) I / I / ) / 1 / // / 2 C6 1 ) 11 I I t I / it, ) / ) / ; I l l' / // /' / / /- ,�. - --- r 1/ / / / j / ) I i/ r / r/ 0_ ./ _`` / i / ,/ !/ / J / r ,/ ./ / 1 l I / .� . ' f- ' ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS, DEWATERING NOTE: WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO MASTER SITE SPECIFICATIONS. REFER TO STAKEOUT PLAN REFER TO PROFILE SHEETS REFER TO ALTA SURVEY FOR REFER TO SHEETS C-4.1 AND C -4.1A FOR FOR SPOT ELEVATIONS. FOR DETAILS ON FILTERRA INFORMATION ON EXISTING RETAINING WALL PLANS AND DETAILS. UNITS. STR U CTU RES. CONTRACTOR SHALL CONTACT MiSS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES„ AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALL NEW STORM STRUCTURES DEEPER THAN 12 FT REQUIRE VDOT STD. SL -1 SAFETY SLAB (REFER TO DETAIL ON SHEET C-9.2). GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLAN 1, ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 1 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION AND CONTROL INSPECTOR. LEGEND 00 EXISTING TREES -0 (? NEW TREES iifto pu P Dewberr GRADING NOTES I. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. Dewberry & Davis, Inc. 551 P1 FOREST ROAD 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR DANVILLE, VA 24540 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON PHONE: 434.797.4497 RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, FAX: 434.797.4341 MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CON R M TRACTO UST CALL THE APPROPRIA E UTILITY CO PT MIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT X CT FIELD LOCATION OF UTILITIES. I T S HALL BE THE THECONTRACTOR RESPONSIBILI Y F T O TTOEXIS ALL ELOCATE EXISTING TNG U TILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, 3. ALL CUT OR FILL SLOPES SHALL BE 3:I OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECASTS _S A E D STRUCTURES MAY B USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PIPE MATERIALS ON THIS PLAN IF REQUIRED.) 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT, 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10, ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS, MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER", 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D,E,S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. "~ 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. %_ 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR % to ALL NATURAL AND PAVED AREAS. (f) 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A MARCH 2008 TOPOGRAPHIC , (V SURVEY BY DEWBERRY. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE I CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY 0 •(1) co A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 00 :3 do cr .9 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE > 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABILIZE T� a) C R DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL CLS toa) 0 A HEALTHY STAND OF VEGETATION IS OBTAINED. * (1)C ,} UJ 0 ci? 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND W � W BE CONSTRUCTED TO SAME. E Cra Lo E 18, ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR LL -0 INVERT FROM INVERT IN TO INVERT OUT. to � c < r�� cc V1Cz UNDERGROUND DETENTION DETAIL, Cz 48" ADS BRAND N-12 ..- DOUBLE MANIFOLD COMPONENT WIT CLEANOUT 3: CLEANOUTS * CLEANOUT TO MH -3 48" 90 DEGREE VDOT STD, BEND MANIFOLD MH -1 WITH TRAFFIC COMPONENT RATED FRAME AND COVER, WITH 24" DIA. RISER * SEALA,L'r0) , I V&° � DI -3A � BRA R12 10, 48" 90 DEGREE Lic, N .0 4285 14 coMPONNfFOLD O'q 10 0� ENT WITH 24" DIAD. _ ���CiNAI �s VA * O.. . CLEANOU 48" ADS BRAND N-12 CLEANOUT KEY PLAN DOUBLE MANIFOL VDO STD, MH -1 WITH TRAFFIC - COMPONENT WITH RATED FRAME AND COVER AND 3" OUTLET, CLEANOUTS * PROVIDE AND INSTALL PLASTIC SOLUTIONS INC. TRASH RACK ON 311 OUTLET * *SEE ADS DETAILS ON SHEET C-9.5 FOUNDATION SUBSURFACE PREPARATION WAL MART CHARLOTTESVILLE EXPANSION STORE NO. 1780-09, ALBEMARLE COUNTY, VIRGINIA 5/22/09 UNLESS SPECIFICALLY INDICATED OTHERWISE INT THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC, THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS, THE 4" THICK BASE MATERIAL SHALL CONFORM TO VIRGINIA DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 208, GRADATION "21B", DENSE -GRADED AGGREGATE. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED• ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA, PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON-ORGANIC ON-SITE SOILS (CH AND MH SOILS SHALL NOT BE USED FOR RETAINING WALL BACKFILL) OR AN OFF-SITE BORROW HAVING A CLASSIFICATION OF CL, ML, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. OTHER MATERIALS MAY BE SUITABLE FOR USE AS CONTROLLED STRUCTURAL FILL MATERIAL AND SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO BEING USED. A MINIMUM STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 95 POUNDS PER CUBIC FEET FOR FILL MATERIALS SHALL BE USED. CONTROLLED STRUCTURAL FILL SHALL BE FREE OF BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET BELOW STRUCTURE SUBGRADES, AND A MAXIMUM PARTICLE SIZE OF 4 TO 6 INCHES BELOW THAT LEVEL, THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSITE SOILS USED FOR FILL. LOCATION WITH RESPECT TO FINAL GRADE P,L L,L. BUILDING AREA, BELOW UPPER 4 FEET <20 MAX> <50 MAX.> BUILDING AREA, UPPER 4 FEET <20 MAX, <50 MAX.> SUBGRADE MATERIAL SHALL BE PLACED INT LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. BASED ON THE BORING DATA, DIFFICULT EXCAVATION CONDITIONS ARE EXPECTED AT BORINGS B-3, B-5, B-6, ANIS B- I8. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION, IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY FROEHLING & ROBERTSON, INC., DATED MAY 22, 2009 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION), CONTRACTOR SHALL PROVIDE AND INSTALL STORMWATER DETENTIiON SYSTEM CONSISTING OF 4-48" N-12 ADS HDPE PIPES WIITH COMPONENTS AS SHOWN. NOTE: CONTRACTOR SHALL ADJUST ALL EXISTING STORM, SANITARY, AND OTHER MISC. UTILITY TOPS TO BE FLUSH WITH FINAL PAVEMENT ELEVATION FOLLOWING OVERLAY, i M SCALE GRAPHIC SCALE 0 20 40 80 ��,!!���� ( IN FEET ) 1 inch = 40 ft PROPOSED BUILDING MAT PROPOSED VDOT STD. CG -6 30" APPROVED BY CURB AND GUTTER ---- PROPERTY LINE BKB PROPOSED LIMITS OF DISTURBANCE _ _.-EXISTING(ONS CONTOUR ELEVATIONS T XXX PROPOSED CONTOUR ELEVATIONSIONS EXISTING RETAINING WALL NEW RETAINING WALL :::> NEW NEW VDOT STD. PG -5 CONCRETE MAT DITCH (TOP OF RETAINING WALL) -� NEW TRENCH DRAIN MAT (BASE OF RETAINING WALL) ® ® EXISTING STORM STRUCTURE ® NEW WATER QUALITY UNIT 1 (FILTERRA) SD EXISTING STORM SEWER PIPING No. NEW STORM SEWER PIPING I BY —OHE&T EX. OVERHEAD POWER & TELEPHONE — UGT NEW UNDERGROUND TELEPHONE --- UGE NEW UNDERGROUND ELECTRIC/POWER SS EXISTING SANITARY SEWER PIPE SS NEW SANITARY SEWER PIPE __ \Aj____ EXISTING WATER/FIRE PIPING VY NEW WATER/FIRE PIPING G-------- NEW GAS PIPING CHAIN LiNK FENCE 20 PROPOSED PARKING SPACES SYSL/4" 12� ASSOCIATE PARKING SPACES "f SWSL/4" c_ CART CORRAL LOADING SPACES SHOWN ON THIS L/1lalhd� PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. Ca NEW CLEAN OUT DI -11 DRAINAGE STRUCTURE INDICATOR Q-1 WATER QUALITY STRUCTURE INDICATOR MH -2 SANITARY STRUCTURE INDICATOR ® GRATED DROP INLET xx% DIRECTION OF OVERLAND FLOW --x-30- W/ GRADES CURB INLET -** SINGLE FIXTURE LIGHT POLE AND BASE m 2 FIXTURE LIGHT POLE AND BASE 3 FIXTURE LIGHT POLE AND BASE SHIELDED 2 FIXTURE LIGHT POLE AND BASE 440.154 �c * SPOT ELEVATION WV x GATE VALVE IN VALVE BOX 6 WATER METER -4- NEW FIRE HYDRANT EXISTING FIRE HYDRANT T -L+ it BENDS AND TEES (ALL SIZES) 9 NEW MANHOLE O CLEAN-OUT _& POWER POLE II GAS METER TRANSFORMER PAD C PIPE BOLLARD 00 UTILITY BOLLARD 00 EXISTING TREES -0 (? NEW TREES iifto pu P Dewberr GRADING NOTES I. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. Dewberry & Davis, Inc. 551 P1 FOREST ROAD 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR DANVILLE, VA 24540 ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON PHONE: 434.797.4497 RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, FAX: 434.797.4341 MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CON R M TRACTO UST CALL THE APPROPRIA E UTILITY CO PT MIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT X CT FIELD LOCATION OF UTILITIES. I T S HALL BE THE THECONTRACTOR RESPONSIBILI Y F T O TTOEXIS ALL ELOCATE EXISTING TNG U TILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, 3. ALL CUT OR FILL SLOPES SHALL BE 3:I OR FLATTER UNLESS OTHERWISE NOTED. 4. PRECASTS _S A E D STRUCTURES MAY B USED AT CONTRACTORS OPTION. 5. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: (SEE MASTER SITE SPECIFICATIONS SECTION 02630 FOR ALLOWED MATERIALS. CEC TO LIST SPECIFIC PIPE MATERIALS ON THIS PLAN IF REQUIRED.) 6. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 7. EXISTING GRADE CONTOUR INTERVALS SHOWN AT I FOOT, 8. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT I FOOT INTERVALS. 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 10, ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 11. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS, MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER", 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D,E,S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WAL-MART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WAL-MART BUILT PROJECTS ONLY. "~ 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. %_ 14. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR % to ALL NATURAL AND PAVED AREAS. (f) 15. TOPOGRAPHIC INFORMATION IS TAKEN FROM A MARCH 2008 TOPOGRAPHIC , (V SURVEY BY DEWBERRY. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE I CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY 0 •(1) co A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 00 :3 do cr .9 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE > 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:IV OR STEEPER. CONTRACTOR SHALL STABILIZE T� a) C R DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL CLS toa) 0 A HEALTHY STAND OF VEGETATION IS OBTAINED. * (1)C ,} UJ 0 ci? 17. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND W � W BE CONSTRUCTED TO SAME. E Cra Lo E 18, ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR LL -0 INVERT FROM INVERT IN TO INVERT OUT. to � c < r�� cc V1Cz UNDERGROUND DETENTION DETAIL, Cz 48" ADS BRAND N-12 ..- DOUBLE MANIFOLD COMPONENT WIT CLEANOUT 3: CLEANOUTS * CLEANOUT TO MH -3 48" 90 DEGREE VDOT STD, BEND MANIFOLD MH -1 WITH TRAFFIC COMPONENT RATED FRAME AND COVER, WITH 24" DIA. RISER * SEALA,L'r0) , I V&° � DI -3A � BRA R12 10, 48" 90 DEGREE Lic, N .0 4285 14 coMPONNfFOLD O'q 10 0� ENT WITH 24" DIAD. _ ���CiNAI �s VA * O.. . CLEANOU 48" ADS BRAND N-12 CLEANOUT KEY PLAN DOUBLE MANIFOL VDO STD, MH -1 WITH TRAFFIC - COMPONENT WITH RATED FRAME AND COVER AND 3" OUTLET, CLEANOUTS * PROVIDE AND INSTALL PLASTIC SOLUTIONS INC. TRASH RACK ON 311 OUTLET * *SEE ADS DETAILS ON SHEET C-9.5 FOUNDATION SUBSURFACE PREPARATION WAL MART CHARLOTTESVILLE EXPANSION STORE NO. 1780-09, ALBEMARLE COUNTY, VIRGINIA 5/22/09 UNLESS SPECIFICALLY INDICATED OTHERWISE INT THE DRAWINGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI), TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC, THE SUBBASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, BASE, AND SUBBASE (IF SUBBASE IS REQUIRED BELOW). REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS, THE 4" THICK BASE MATERIAL SHALL CONFORM TO VIRGINIA DOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 208, GRADATION "21B", DENSE -GRADED AGGREGATE. THE BASE AND SUBBASE SHALL BE PROVIDED BY THE BUILDING CONTRACTOR IN JOINT PROJECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED• ANY PROPOSED EQUIVALENT ALTERNATIVE BASE OR SUBBASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW -GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATIONS, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM THE BUILDING AREA, PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS: CONTROLLED STRUCTURAL FILL MAY BE CONSTRUCTED USING THE NON-ORGANIC ON-SITE SOILS (CH AND MH SOILS SHALL NOT BE USED FOR RETAINING WALL BACKFILL) OR AN OFF-SITE BORROW HAVING A CLASSIFICATION OF CL, ML, OR SM AS DEFINED BY THE UNIFIED SOIL CLASSIFICATION SYSTEM. OTHER MATERIALS MAY BE SUITABLE FOR USE AS CONTROLLED STRUCTURAL FILL MATERIAL AND SHALL BE SUBMITTED TO THE GEOTECHNICAL ENGINEER FOR APPROVAL PRIOR TO BEING USED. A MINIMUM STANDARD PROCTOR (ASTM D 698) MAXIMUM DRY DENSITY OF 95 POUNDS PER CUBIC FEET FOR FILL MATERIALS SHALL BE USED. CONTROLLED STRUCTURAL FILL SHALL BE FREE OF BOULDERS, ORGANIC MATTER, DEBRIS, OR OTHER DELETERIOUS MATERIALS AND SHALL HAVE A MAXIMUM PARTICLE SIZE NO GREATER THAN 2 INCHES IN THE UPPER 2 FEET BELOW STRUCTURE SUBGRADES, AND A MAXIMUM PARTICLE SIZE OF 4 TO 6 INCHES BELOW THAT LEVEL, THE CONTRACTOR SHALL BE PREPARED TO WET AND DRY ONSITE SOILS USED FOR FILL. LOCATION WITH RESPECT TO FINAL GRADE P,L L,L. BUILDING AREA, BELOW UPPER 4 FEET <20 MAX> <50 MAX.> BUILDING AREA, UPPER 4 FEET <20 MAX, <50 MAX.> SUBGRADE MATERIAL SHALL BE PLACED INT LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS AND COMPACTED TO AT LEAST 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT A MOISTURE CONTENT WITHIN 2 PERCENT BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND CONTINUOUS SPREAD FOOTINGS AT WALLS. BASED ON THE BORING DATA, DIFFICULT EXCAVATION CONDITIONS ARE EXPECTED AT BORINGS B-3, B-5, B-6, ANIS B- I8. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION, IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY FROEHLING & ROBERTSON, INC., DATED MAY 22, 2009 (GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION), CONTRACTOR SHALL PROVIDE AND INSTALL STORMWATER DETENTIiON SYSTEM CONSISTING OF 4-48" N-12 ADS HDPE PIPES WIITH COMPONENTS AS SHOWN. NOTE: CONTRACTOR SHALL ADJUST ALL EXISTING STORM, SANITARY, AND OTHER MISC. UTILITY TOPS TO BE FLUSH WITH FINAL PAVEMENT ELEVATION FOLLOWING OVERLAY, i M SCALE GRAPHIC SCALE 0 20 40 80 ��,!!���� ( IN FEET ) 1 inch = 40 ft REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 4 8/18/09 MAT PER COUNTY COMM. 3 7/2/09 MAT PER COUNTY COMM, 2 09 MAT MiSC REVISIONS 1 5/15/09 1 MAT I PER COUNTY COMM, No. DATE I BY I Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE GRADING & DRAINAGE PLA,V-1 PROJECT NO. 50011382 C-4.0 G--- ! SHEET NO, IN in Ll __ NOTE: \ APPROXIMATE EXTENT OF SLOPE CONTRACTOR SHALL INSTALL RHUS I I AROMATIC 'CRO LOW' ('CRO -LOW SUMAC} I iv . ��__ -11. DISTURBANCE BEHIND RETAINING WALLS A A 0 A( VER _- �, - � r f E\ - 1 i� S L W M NTENANCE GROUND CO .14 I \ ALONG THE TOP OF ALL NEW RETAINING -'' �, _ __ I I {"� WALLS AS SHOWN ON THE E&S AND -- - / - r� ,-- -- - --i _ ._ - - I i , J LANDSCAPE PLAN. �� '-_- __:� -; -ti- � . �__. - -__- __ ,-- __ --- - I- .. - DISTURBANCE BEHIND RETAINING WALLS . / =� _- -^- fI t' -- - __.. / �' --- �- - _= -- _ ._-,� _ '- - -- --_ RETAINING I WALL 6111 p -- _ _ _ -==>�� _-iiiiiiiii_�' RET WING WALL A �� tf` !r - F f ; - _ _3Ez 470 - _- - 1 - - -- - - w nIi _ �' - ter _ 'y - - ." ` _ r' _. - //, / sf 7! !7 ,_ _ _ _ _ (�. _ _ _ _ RETAINING WALL B - f % Jr1 - - ' - - - ✓� - 1 _. - _ f �'"'� _ Nk�j /J - �C t f J - \ f / - /, t Mea I E Ea - J \ 7 iZ_ r S\, I J _ r _ r �I -- _11 - , �.I 11 4 Q i _. ___ f i1.\kk _ f� L- \ , GJ(� iiiii, __: .60 - -FYI`- � _ _ � ,,Y'' t��,. �� ---_ 2I3 a _. - R` .4. f ,' (% 1 t =s ' =; ((�� .' l ..� z ;`` �.� I APPROXIMATE EXTENT OF SLOPE DISTURBANCE BEHIND RETAINING WALL-�'''�� J' , t.yv , % t'� y ,moi � ''4 i / r _ :.�,:y , ;, Q _ - ` _ '- ,; \ _ _ Iiiii-- tY it / \ \ _. , - - _ r .. , ` Il2e u t _ _ _- 1 liev -11 _ S - ,,N, `,.^:tai _ S..v^..s.'f ( / l..- _ .. ._._ .... t E - _ _ , _ :, _ _,i-' \ -. 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J ,' t i,"` ----�''I ' r:y BUILDING WALL j �l�i ;:yi `Lti ii, "G: , ; ;i ':!iii `},`�i ,.._ - _4 _r r +� I i 'g � t t l f � 1 1` i ] i t t , j t+ i ;t }t$ I I` i i � i� 1 i s 1 ct� % !r 1 t;{ iE ,i 7 E 1 � 1 ` r `. 11 W ✓ - ! `!7) - /r S ' S l � i ! ,,• `t ,,d ?Q1 ,.' 1,., 11 q ` p � ' 1, I I l ,i i It I '� , 1 r I j \ \ %� , 1 k, i j ' i` f ! - ' Ya-' { t+ '` EXISTING CONCRETE , I - 7 i i ` 1 } .l �� � `\' 'f - RETAINING WALL I' I �1 ii', 11�' Ill, , r`Nl0 '� ,` _ -7 - ftl -1` i l / -- f `" _ 'I j I ; I ! I r 1 ' '' ' j - - i , ; l , , ---- _.. _ ll I, ' _ C- - •'""` 11 � tt i 1 ! ,.- _' / •,.. ` / _ ,f}3 "E S ; i 1 i t i f 't t :I i s, � , I { ,t . 14 l I �t . , �- ."- -.--- D i 1 l d rY V '1 `' )ili1l, t' i1 �.,� /, I I I 1, `j `, _•. _-~ „_,� r�Tl .- I 1 i ; P f i 0' • _ l4 11 t l l `I ?i " ` t s i l 1 ij 111+5 -+� I I , + 11th VE Sl . � ,_1F -. "_ f i 1~' 1 1 f ., ' ''P -6Y ` •• 4 , ' 1 i � 11' t j i r,- I { I # % "-- _" <c^ �~ ! 4 I 11 1r i ''� 1.._ �� `�ti iS{ iI r I I I' \ ��V 1.' I' .-`. I / r �, P - i t i 1 1 t 1 l I �, t �` ,1 / p rjf I Q /' t a' ':Q,o " %b 1 40i � ��� i V, iilI if1I Iili I '---Wal ar ! 1 I \ \ /I' ' ' f ' ' 'Y I' i I I I 'I 1 SS ` 1 if I I 11 1' ( t 1 - ,,-; :: __ �E .+'r','' s ',' / _ ((�� l� II ;j,I il;1t ',jIj �i�l.�y ; t3!!{ `� I ', 7 •'l 7 f of 'i ` r i t ! I I I I : j i, i'i� f t i `1 i ; ;t ; ; V �V :., /�, GRAPHIC SCALE 3 °; ,Ii =; ;I,I{,:,� _ _ �; Vit, ,- 11 -~--'` r: I;I,,I , 1 z =f: I e Ill 1 �� ! r� f 0 2a 4o so ! q I; t I i � o . 3 r I { S i , I ` r It , 1, t, ,i, �:+ { i 1 t 3 i\'`-.._. - t I ; I I , �l , ; ',0 I - ( ; l i i Vii' ", 11 f rf' 1 ( \, \ j, ; `• s s I` Ids; �' Y ' 1, I- f" } 4;? j1s�'(jytiil i fI� �Ii 1' `r I ! _s 1 r i i ra /F ;1 I'�FI �j� j�i 1i 11 �'I}' �1� f r ___ SII I f ./ f - ( IN FEET ) i •,1 ? i ' I j 1� 1'' i t 1 I ,r s : ! ! 1 1 i i / - 11 I r .} 1 inch = 40 ft. I I `1 ` i , i, i'. ; i i , I ! t r J ;:; \. iii I+ ;1+i 11'' ?!'E jll' i /1"f _.._. _. __ .- k �� ( , Is. ' ' 1 F-\ '""� .- ``. - _.. ^ I f / ! ; f , I i I i , i, I it t i y .I ;` , II ` I •' (I _.. I/ 1 11 _�_._._-___._ ___.___..__ _. _.__���.____.---:__._.-.____._--__._-_ _-.__.______,_._.___--_.-___--_-_..�r_--_._-__-__-________._-- 490 490 -- - ---- _-1--- ---------- I ! SLOPE INCLINOMETE S ARE TO BE INSTALLED AT -__j-_._._.__ ___-e___ __ --- _-_-_.___--� -- I VDOT STD RW -3 i ' __ _ _ ,_ _...__ _._. _-._.,..�.._ _ -_ - -- _. _.- i 1 { i x (FOR ALL iidALLS 15' OR LESS) i STATIONS' 4+$0 AND 5+�5. 1 ! 470 i _ I-_ _ .. _ _ 470 I I OIL NAIL WALL SYSfTEM wf I I._ I I1 ,_..____-__,_-�--_ I _.-�_____-.-- -,.-----___ .�_� _e _.___ I _._.__ _-____..__._-___,__ -__- �..__._-__,.-._.._.-_-_ ,_ m...-___, _-----�,_. ! , ,__-, �..__.....m _ _,_---__.-----__-,_-�_._--_-i ____ _�_ __...-I.--.._ ._ XTERTOR �ONCRETErFACE i � I , j i .- __ ; !! -VDOT STD. HR -1 I I I , ' I I I I EF SHEET C -4.1A ' OR DETAILS I I j F__-----___,_.._.,__.._.-__ I i 1 _ i_.___..__ .............____-..__.....1 1 I. ; EXISTIii CONCRETE RETAINING WALL f - y,-_,_._. _._ �.__. TOP NEW -RETAIN *ALL _-__,__...,._ _.. I _ -_...--- i I VDOT STD 17W 3 I IF ., . i I I ! , (FOR ALL WALLS 15' OR LESS)! I I I `. _-__.____.__.__ ---- # - _ ___.__.a (F� 4� NEW --REI A4NfNG WALL_ I .v _. _._ _.- - - - - - - - - _ 0.- - _-_ - ' _. __-.._.._, __.__- 47 0 ; I j 40 s _. _ __.. _____ _ __.__ € u - _ _ _-- -_ I _., __ _ !-_-___--..__..r.�. �_ _� - ---!------ - - - --- - - --- - -- . -i_ i „ _ E _,.__ _ _ _ �iflT S@ RW 3 1 - � ( I I-', .: L_..'..... - ....... , ........ ' -, _. _ _ 4 -F-'-{FeR ALL---WAi dS...-�' -OR-� _ _..__�. _- _ I .................1. i 450 Lam} -_.. _ �__ 450 I, .. ;.__- ..IL�,L I . .I.�, 1 t - ._,..____-_- I _--.__. ` - _._.__ _-__ -__ _ _ _-_-_- _ - - - - ...... .-... - . . , .... .. .. .. , .. - .. _.__ I ,, ,-_ .. _,.. r _ r I -_m _ _ __ �_:_ _�_. __ _ ._ '-- "i.. . . . . . . . . . . . . . . . . . . . . . . . f _.__ .,._._ . . . . . . . . . . . . . .. . . i,...;....�.`. . . . . _r.'_ ._.I w.. r r r r_ ..1., r r r .r:r = r w ." a" *., r. r 1hf { WOT STD. HR 1 s d .. ',' . , ...` .... ..... ..... .. r...... - . .. rr..''"...r .. .. ... i S i . . . . . . . . . . . . . . . . . i . .i.•. . . . . -11 . . . . . . . . . . . . . . _ .. . . . . . . . . 3 i F''- w rr.r �rrr No r r. - S. ." do �..lr-r I 1 is.'.'.'.'.'.'....- 1 .-.. .... , ... . , . ' ? ? -.•1 I I'- _,_-�_ ...,..},_......-.r- rrr-."i.rrrr-.:' .. "r'±t r: 1 i � lJ XP NSION EXTf=(AOR iNA+LL :E iIVA,I I I I ! "` ---'---_=r- r., H^A I I _! _ 'L... ..... .... _ - -...: '� _ ....' �- ....'. =. - ..... - -_ . :...: _-:,;.___'- - -_ -r I- _ _ __- - ___+_ _ _ -- ---{, _w_- - - . 450 . j 450 �-- .: ............. :I }.....1. L .... : , I I I4 I ' , - . _ .. i.... .. , ..... _ ... ................ I .. I...... ........... ........ill ' _... - _ __. - _ _____1,______I______ i _ �,---` \� .,I'... - .. .. ... .......... 1 .... .,'..'...'. f.. .. .. ..-. �.. .. .. •� i 430 ' II 1 iI `t' I...... . - . - ......... BASE .OF I N W.' ETAINING.-.WA 'L. ; ..:.... y. _ .. I ......' ..','"' - ! ! 430 I - __ ..;... I I 3 _,._ _. ____. m _ ____z___3________! _��_ _ _..__ ____ __ __t-- -_--- - - _ `.__.-_..�_ �.-- _ ___ _ _ ____: -__ I ! ! i I t TIE INTO EXISTING i ONCRETE RE INING WALL _. --- � _- ,__ I RE r,•=� i 1 - ` , - v�-- BSE OF NEW R____LF.G WALL I 1 I _ i_...-______--__-_. ,...-. I I I XISrn G RET NTNG WA 1 i I I 1 j________._._____- _!---______._._ . _. �,-----,---,------ . _..__.._- ...___. _-.___._ f _ __ _--_.-_--_-.__--_- -'------.._____-.-._---_.....;_---------- _____�__.__.-__.i_,._._____ __._ _ _ _I 1 I 430 ;-___�,.._.-,.�.,..--____,��._____-___.___-____. �. _ � _ � �___________----.__._-._� _ .���________430 _-_ �.._._.-.___�._�_ _.�.�._____ __ - I -._._.._.__w___-_.1._ ____,__...,._.__ I, ----- I 410 I I 410I I i ; � I 1 1 II I I _ .__-I.____-_-_.�_____ _ _.�_______.-_--- __-_ __-_ -___._---i----___.._ ____,_________L -- , .�.�..._____.�_ I _ - .^__ _ _ 1 __...fi, _- ____ i 1 _ -_- _ _ ___.I i 1 II1__. 1 _ ! ___ I ..___- _.__----. t ' _ I ' ! !I---- ___ __. !_____.__. 410 3 __� ___ __ - 41 o I _,_- .. -1 _.- � I - - t ____._._.. _-_._ � - �_---�_._- ...._ _.-_amu _ , 17 � I 4+59 8+34 I 8+67 _ ."..J � 1___.________1_L____j_ � 0+00 1+00 2+ J0 3+00 4+00 1 so 5+00 ! +oO iisal a I _ ._. _ _ 1---. 1 MIN wan wau 2+00 _ NOTE: . ,, CONCRETE FACE OF NEW RETAINING WALL TO MATCH RETAINING WALL "A" RETAINING WALL. "B' . ,,,� EXTERIOR OF EXISTING ON-SITE CONCRETE RETAINING WALLS. - - /_ -_ - -_ _� ,� SCALE: H. 1"=40' ; V. 1 "=20' SCALE: H. 1"=40' V. 1 "=20' 11 RW -.5 I A. ,rp ® INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REOUIRED. PC -5 4" LIRE E JIB T 13 X 6- 2 1 X 21 PAINTED WITH ASPHALT ELDERFE FABRICLDPES VARIABLE HERE RIRED IL SHI��iN ON " PREMOLDED7 NOT LESS THAN 4' TYPICAL sI:cT1oN �k4 OR B A5 ZINT FiLLEFi I SLOPES AS SHOWN !, If! 0 BACK OF WALL ON PLANS SHOWN ON TABU H2O - SIB -..., W ..-- rv �l,X6!! LIVE LOAD . X I WATERSTOP A i, .. ...NEEP BOLES �' .. + , , 3" DIA. 6 8"C- C ..'�'.. 1 .. "X9" TOP OF W L DECK SURCHARGE - LOADED -111 I . - WATERSTOP 4"X4" onn !. . SEE DETAIL KEYEp JC IT �: : � :... ..- ....,...,..,., r 12" POROUS BACKFILL -' ; • ', :. � ` , . .: i ' . , . 0 ... ^ . , ; .. "� 0 100 LBS./CII. FT.I b . . b., .& - 'A ! .& I . I. y' •• • TOE OF WALL ' ' , CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 301. `�`'. . . v ;', EXPANSION ,JOINTS AT INTERVALS NOT EXCEEDING 90', H - HEIGHT IN FEET. ;1, ' . , BASE - 6/10 H ' _ � CLASS A3 CONCRETE WATER STOPS TO BE ELASTOMERIG OR OTHER APPROVED A ■ 1/6 BASE, WITH MIN. OF 1`. ,'°w• '; ,` HALF -SECTION NON-REINFORCEfI. HALF-SEIL'710Ii( W. W. F. REII�FORC:E�IENT MATERIAL, DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. EARTH - 100 LBS..11 WATERSTOR CONCRETE - 1b0 LBS. .'' V. V .. DETAIL ANGLE OF REPOSE - 11/2:1 :' { ' . . NOTE; , Fr I . W : b' ' a , O SECTION A- A DEPTH OF WALL nN GRC1tJN[i DETERMINED r T , , *.U. BY CONDITIONS. TO BE NOT LESS THAN T-5". • 6 T • b . W S ...r'• y - ', CI. A HEIGHT OF WALL "H" IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE B -.SH COMPRESSION AT TOE LOS. SCI. FT. AREA OF SECTION SO. FT, 3 1''-0" 1'-9t" 858 4.83 4 1111-0" 2'-4Y4" 1141 7.43 5 1''-O" 3'-O" 1427 10.63 6 11'-0" 3'-71/4" 1712 14.43 7 1``-0" 4'-2%" 1997 18.83 8 11'-0" 41-9%" 22B3 23.83 9 10'-0" 5'-4Y4" 2568 24.43 10 10'-0" 6'-O" 2853 35.63 11 T-11/4 " 61-71/4" 3139 42.98 12 T-2 3/8 " 7'-2%"' 3424 51.03 13 T-3 5/8 " 7'-fti 3709 59.78 14 1'-4 3/4 " W-04" 3995 69.23 75 1'-6!' 1 9'-O" 4280 79.38 Tr r' • C1, I , T f17"EQ G►'t'Y"'tAPT• '� YARDS PER LIN. FT. OF PAVED WEEP HOLE WITH 12"X12" PLASTIC ;* r T CONC, THICK- NESS D "- HARDWARE CLOTH 1/+" MESH OR ,; ' ,. °,, " 4Q •�. ; w W 0 OR GALVANIZED STEEL WIRE, MINIMUM .. - y U °'' V ' ` 4 CONCRETE TO BE CLASS A3 WIRE DIAMETER 0.03", NUMBER 4 '' _ `r' v , ` , ~�- '" ' , 3 MESH HARDWARE CLOTH ANCHORED =' FIRMLY TO OUTSIDE OF STRUCTURE. ., . � W "` w''` -..V ` : ,r'. -w° _ � , ''. MAT Per Co. Comments 2 EXPANSION JOINT DOWELS r, • " r- ,� Per Co. Comments 1' 5-15-09 SPACING 90' MAXIMUM _• _" : �' q V ri v 6 r Q y! 'y '. 0,759 0,670 0.961 1 -*--A '�,` ' ` . . ii,� ' i 1.425 DIRECTION O • • ' ' 0,851 0.962 1,073 I n FLOW *. w , . r ' , , . . t co 1.517 1.629 u 9 "; ,'r T" r ,r v, + v , v, . 7r' , . `. 1.185 I I . I . f , ., . ' ♦ f I 1.609 1.721 i J „ 2.884 4' 1.368 1.479 - 2i! noAw 1.702 1.6 +i i►. ..• .l• -i .b. .i,�1&,;*.,}'.'-".,•�.i,' 101i.,f Dewberr y Dewberry & Davis, Inc, 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 ►Ti so 4W SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL CONC, THICK- NESS D "- W 0 �"W'`' 1,.1.. 1' 3 1.1 SIDE SLOPES MAT Per Co. Comments 2 7/2/09 AT Per Co. Comments 1' 5-15-09 0.536 0.648 0,759 0,670 0.961 1.092 1.203 1.314 1.425 2' 0,851 0.962 1,073 1,184 1.295 1.408 1.517 1.629 1.744 4„ 3' 1.185 1.278 1.387 1.4!98 1.609 1.721 1.532 1.943 2.884 4' 1.368 1.479 1.590 1.702 1.6 1.924 2.035 2.146 2,257 2,368 5' 1.682 1.794 1.905 2.016 2.127 2.238 2.349 2.460 2.571 2.682 6' 1.'997 2.108 2.219 2.330 2.441 2.552 2.663 2,774 2.886 2.997 Bill 7' 23.11 2.422 2,533 2,644 2.755 2.865 2.977 3.089 3.200 3.311 5' 2.525 2.735 2.848 2.959 3.070 3.181 3,292 3.403 3,514 ,3.625 9' 2.948 3.051 3,162 3.273 3.384 3.495 3.606 3.717 3.828 3.939 ' 0i 3.254 3.365 3.476 3.587 3.598 3.8x9 3.920 4.D32 4.143 4.254 1,51 SIDE SLOPES ' .5 D.623 0.734 01.845 0.956 1.057 1.178 1.290 1.401 1.512 4,! 1 1.023 1.135 1.246 1,357 1.468 1,574 1.690 1.801 1,812 ' 1.424 1.535 1.646 1.757 1.8169 1.980 2.091 2.202 2.313 4' 1.714 1.825 1,936 2.047 2.158 2,269 2,380 2.491 2.602 2,714 5' 2.114 2.225 2.336 2.448 2.559 2.670 2.781 2.892 3.003 3.114 ' 2.515 2.626 2.737 2.848 2.959 3.070 3.181 3.293 3.404 3.515 g�1 ' 2,915 3.027 3.138 3.249 3,360 3.471 3,582 3.69,3 3.804 3,915 ' 3.316 3.427 3.538 3.649 3.760 3.872 3.983 4.094 4.205 4.316 ' 3.717 3.628 3.93'9 4.D50 4.161 4.2'72 4.383 4.4-04 4.606 4.717 ' 4.117 4.228 4.348 4.451 4.562 4.67.3 4.784 4.895 5,886 5.117 1' . 9110,719 2=1 SIDE SLOPES 4.830 4.941 1,052 1,164 1.275 1.366 1.497 1.608 4„ 1.216 1.327 1.436 1.,5'44 7.1650 1.772 1.883 1.994 2.105 3' 1.713 1.824 1.535 2.046 2.157 2.268 2.350 2.491 2.602 4' 2.099 2.210 2.321 2.432 2.543 2.654 2.765 2.876 2.988 3.0'99 S' 2.595 2.707 2.818 2,929 3,040 3.151 3.262 3.373 3.4815 3.596 6' 3.093 3.204 3.31,5 3.426 3,537 3.646 3.759 3.870 3.981 4.093 8l! 7' 3.589 3.701 3.812 3.923 4.034 4.145 4.256 4.367 4.478 4.589 S' 4.066 4.197 4.309 4.420 4.531 4.642 4.753 4.864 4.975 5.0#6 9' 4.583 4.694 4.845 4.917 ,5.028 5.139 5.254 5.3.#1 5.472 5.583 10' 5.080 5.191 5.3132 5.413 5.525 5.636 5.747 ' --- 5.989 6.080 101i.,f Dewberr y Dewberry & Davis, Inc, 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 ►Ti so 4W i l I // I %9V I" 0 co to "- 0 �"W'`' 1,.1.. 0 to n rI t `= ca C I � 42 > 9 r- a' o s 0 M E ru oa Q KEY PLAN SCALE " . `; .`� . 40 ------Wl V61,rr �i .` .a, . t. r ; NOTESt SAFE BEARING CAPACITY OF SOIL '• �.; i.:' ,�' DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER ROCK MIINIIMUM...'..._•...•...........................................,........i,,,,. 10,0DO - 20.000 LBS_ 5Q. FT. THAN 4' AND P IS EQUAL TO OR GREATER THAN 2'. GRAVEL AND COARSE SANG, WELL CEMENTED ..................... 18,000 -20.000 LBS. SQ. FT. WEEP 1i441I,,E WITH 13" II!X��CC12" PLASTIC HARDWARE CLOTH. 1/4" ISH OR GAIN EB STEEL CURTAIN WALL TO BE LOCATED 1�jIRE D`PI�METER 0.033 L INCH. I BER 4 I kSH, HARDWARE CLOTH ANCHORED FIRMLY TO THE CLAY IN THICK BEDS, ALWAYS DRY..,..,................................. 12,000 - 16,000 LBS. SQ. FT. 04 X 18" DOWELS AT THE BEGINNG AND ENR? OF ALL SOTTO I OF THE CHANNEL. CLAY IN THICK BEDS, MODERATELY DRY .............................•. 8,000 - 12,000 LBS. SO. FT. S1 0TH BARS CHANNELS AND ON THE LIOWER CLAY, SOFT......•••••.••••••••••••..-.......•....."••.....,..•...,......,........,.. 2,000 - 4,000 LBS. SO. FT. T �" C LOCATED END OF EACH EXPANSION .JOINT, SAND, DRY, COMPACT, AND WELL CEMENTED ...... ..•.-.•........... 8,000 - 12,000 LBS. SQ. FT. L JOINTS SAND, CLEAN, DRY................................................................... 4,000 - 8,000 LBS. S4. FT, ALLUVIAL SOILS. ETC ............................ -iii .ii-- ................. 1,0010 - 2,000 LBS. SO. FT, ELEVATION NOTE, F COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. CONCRETE GRAVITY RETAINING W&LS SPECIFICATION SPECIFICATION ,�l�� ry REFERENCE REFERENCE STANDARD PAVED DITCHES / s INFINITE SURCHARGE AND DECK SURCHARGE � LoADED PIG 505 502 VINiA DEPARTMENT OF TRANSPORTATION 401.f12 V�tG�11A DEPARTMENT OF TRANSPORTATION 109,43 1r REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE TITLE 04/13/09 RETAINING WALL PLAN & PROFILE PROJECT NO. SQQ 1 1382 C-4. 1 SHEET NO. 3 8/18/09 MAT Per Co. Comments 2 7/2/09 AT Per Co. Comments 1 5-15-09 JLK Per Co. Comments No. DATE BY Description " . `; .`� . 40 ------Wl V61,rr �i .` .a, . t. r ; NOTESt SAFE BEARING CAPACITY OF SOIL '• �.; i.:' ,�' DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER ROCK MIINIIMUM...'..._•...•...........................................,........i,,,,. 10,0DO - 20.000 LBS_ 5Q. FT. THAN 4' AND P IS EQUAL TO OR GREATER THAN 2'. GRAVEL AND COARSE SANG, WELL CEMENTED ..................... 18,000 -20.000 LBS. SQ. FT. WEEP 1i441I,,E WITH 13" II!X��CC12" PLASTIC HARDWARE CLOTH. 1/4" ISH OR GAIN EB STEEL CURTAIN WALL TO BE LOCATED 1�jIRE D`PI�METER 0.033 L INCH. I BER 4 I kSH, HARDWARE CLOTH ANCHORED FIRMLY TO THE CLAY IN THICK BEDS, ALWAYS DRY..,..,................................. 12,000 - 16,000 LBS. SQ. FT. 04 X 18" DOWELS AT THE BEGINNG AND ENR? OF ALL SOTTO I OF THE CHANNEL. CLAY IN THICK BEDS, MODERATELY DRY .............................•. 8,000 - 12,000 LBS. SO. FT. S1 0TH BARS CHANNELS AND ON THE LIOWER CLAY, SOFT......•••••.••••••••••••..-.......•....."••.....,..•...,......,........,.. 2,000 - 4,000 LBS. SO. FT. T �" C LOCATED END OF EACH EXPANSION .JOINT, SAND, DRY, COMPACT, AND WELL CEMENTED ...... ..•.-.•........... 8,000 - 12,000 LBS. SQ. FT. L JOINTS SAND, CLEAN, DRY................................................................... 4,000 - 8,000 LBS. S4. FT, ALLUVIAL SOILS. ETC ............................ -iii .ii-- ................. 1,0010 - 2,000 LBS. SO. FT, ELEVATION NOTE, F COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY OF SOIL, A SPECIAL FOOTING IS TO BE USED. CONCRETE GRAVITY RETAINING W&LS SPECIFICATION SPECIFICATION ,�l�� ry REFERENCE REFERENCE STANDARD PAVED DITCHES / s INFINITE SURCHARGE AND DECK SURCHARGE � LoADED PIG 505 502 VINiA DEPARTMENT OF TRANSPORTATION 401.f12 V�tG�11A DEPARTMENT OF TRANSPORTATION 109,43 1r REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE TITLE 04/13/09 RETAINING WALL PLAN & PROFILE PROJECT NO. SQQ 1 1382 C-4. 1 SHEET NO. ©I G a "#3 i<�!'i p,osltl strapb c rt -t be'11Aeen ofl 4' MAX. L_ ot'1 om o � wall CO _ SITE VAIL o ale, NlorTe WW1= abnt11 ,4044 #v*ougffou t lap where 1110000SSUr l 2- " . 4x 300`641 " belltrid b arlrvi pl•t• It'pA Sot] "11] Se, -aging plat 1-7-1 11L `4 l L: 8" C.I.P. WALL MIN. BUILDING FACE 11 FL 1090 16, ¢moo Ho. 4 blahrrvi bear�trV: plr:.3t "" (t p4l MAKE ALL NAILS THE SAME LENGTH OVER THE FULL WALL HEIGHT VDOT STD. PG -5 DITCH FINISHED GRADE NgIL �ENG 240 DIAMETER GEOCOMPOSITE WALL DRAIN AT EACH WEEPHOLE ectit; tele . , 15° TYP. FINISHED GRADE SOIL NAIL (TYP.) 2' (PITCHED TO DRAIN) 1- 4' TRENCH DRAIN 3" DIA. WEEPHOLES 4" PERF, @ 10'0,C, BETWEEN HDPE DRAIN NAILS (SEE DRAIN GATE 6t1j(VDOT NO. DETAIL) STONE) �`'-- CONTINUOUS MIRAFI 140N GRAVEL DRAIN 12" GEOTEXTILE FILTER (12" MIN W X 18" MIN D) FABRIC AROUND STONE CONCRETE LEVELING PAD SOIL NAIL WALL (TYP. SECTION) NTS PLATE DETAIL r --q1 the 0. x 101" x 3YTI Plate *� l r r Ch art h plr diameter 142 x 5 5,16 studs tL i pa �,i fro-# cre+ . �or=�� tr�ot'3,Or'r , � r G', eoeC.0M, P0S.It6 Pr fobtric;-atiod k a F ',t r tp= r rrt Tat t `�ttl'Ir� .M UTE DETAIL Or ain grato .fri tia llotio h- oli not t' d r r'l, pit title t €It CIP c+t orate wall 1 t2"Ex ril-stor Sorel bresr rib6ad water Istop I " Front face of wall 1 --Ho+ opD11ed joint soolior EXPAWSM JWT 19J) scalet None Notes; I. See wall elevailorts for location of expansion jotnf (EJ) ontd construc-Mvi jolrtt (CJ) 2. Ey�xpc loo }�&�+�ycodn�at]ruc-te�ion Coln- is not r$quir etl *rough s+Kif �'4tr+i +v cons+iyucfl-focfnge Doi --lam,"" (typ' r- iclp clCnrrete wall 160y, 10 PVC dwn+bbel wo ter°stop Fret Race of wall CONTRACTION JOINT t -Scctet Nor* P TOP OF SOIL NAIL WALL w� L_ U0 to Z� o� 4' z • • . •"'�• • 9 FRONT FACE 0 OF WALL -- !i• f•• ••• •f• •fi ••i •♦• •• Uj if Per Co. Comments 1 { • • i NAT • • ii •• • too • • • • f • ••!! i CAST IN PLACE f . f . • ! ! . ! • • CONCRETE WAL ! ! SHOTCRETE 4, . FACING 11 FL 1090 16, ¢moo Ho. 4 blahrrvi bear�trV: plr:.3t "" (t p4l MAKE ALL NAILS THE SAME LENGTH OVER THE FULL WALL HEIGHT VDOT STD. PG -5 DITCH FINISHED GRADE NgIL �ENG 240 DIAMETER GEOCOMPOSITE WALL DRAIN AT EACH WEEPHOLE ectit; tele . , 15° TYP. FINISHED GRADE SOIL NAIL (TYP.) 2' (PITCHED TO DRAIN) 1- 4' TRENCH DRAIN 3" DIA. WEEPHOLES 4" PERF, @ 10'0,C, BETWEEN HDPE DRAIN NAILS (SEE DRAIN GATE 6t1j(VDOT NO. DETAIL) STONE) �`'-- CONTINUOUS MIRAFI 140N GRAVEL DRAIN 12" GEOTEXTILE FILTER (12" MIN W X 18" MIN D) FABRIC AROUND STONE CONCRETE LEVELING PAD SOIL NAIL WALL (TYP. SECTION) NTS PLATE DETAIL r --q1 the 0. x 101" x 3YTI Plate *� l r r Ch art h plr diameter 142 x 5 5,16 studs tL i pa �,i fro-# cre+ . �or=�� tr�ot'3,Or'r , � r G', eoeC.0M, P0S.It6 Pr fobtric;-atiod k a F ',t r tp= r rrt Tat t `�ttl'Ir� .M UTE DETAIL Or ain grato .fri tia llotio h- oli not t' d r r'l, pit title t €It CIP c+t orate wall 1 t2"Ex ril-stor Sorel bresr rib6ad water Istop I " Front face of wall 1 --Ho+ opD11ed joint soolior EXPAWSM JWT 19J) scalet None Notes; I. See wall elevailorts for location of expansion jotnf (EJ) ontd construc-Mvi jolrtt (CJ) 2. Ey�xpc loo }�&�+�ycodn�at]ruc-te�ion Coln- is not r$quir etl *rough s+Kif �'4tr+i +v cons+iyucfl-focfnge Doi --lam,"" (typ' r- iclp clCnrrete wall 160y, 10 PVC dwn+bbel wo ter°stop Fret Race of wall CONTRACTION JOINT t -Scctet Nor* Proposed Grade Behind Wall Borehole Notes; 1 Install Inclinometerappro)(imately 5 hahind rear of prnposerl wall 1 Install Inclinemeterwith one scat of casing gCooves perpendicular to Wal 3, Provide temporary fall prb.ection tc a low readings to betaken prior t4 permanent fence installation 430 Nall Length = 22 ft. Nail Length = 25 ft. SLOPE INCLINOMETERS TO { BE INSTALLED AT 410 _ �_� __.. _ __ _ ._ � I _ STA 4+80 AND 5+25 3+50 4+00 4+17 4+59 5+00 5+67 SOIL NAIL WALL PROFILE SCALE; 1" = 20' 6+00 Facing: M--�ctive Cover iometer Casing ........................ . t 2}V.dOT Mijil Bottoim Cap SLOPE INCLINOMETER TO BE INSTALLED AND MONITORED BYOTHERS Shotcr®te21 �� 8 11 Iiirar' plate 2. No. 4 x 3 centered part +eah nail with Iceantered hole Geocomposite wall drain 2- No, 4 Cont. Ot 6" centered gat 81auCh ncrll i Corruiocled volyethylene ettthinq Centrcallzers 0 maix. No, 14 aurin. #tread=ed 10' c.c. and provide Max. 3teei bar ceIntrolizer's within head nut &baOM + MO I-� bottom of Show i3tuds four 112ix55116 Beveled wa3herr 2'1 Clear r� 1 CIF' c increite wad 81' 01a. augured CIP r�einforrcl hole minimum I Ced at t cp No. 5 a 12" each way Voided wore mesh: 4x4' 114.0acW4.0 NQ11 za rt (ploced 0 c.L.a+ shotcr°ete) N 414 Std. hft 0E Tom. Scale; None i Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797.4341 i TOP OF SOIL NAIL WALL 470 L_ EJ ci CJ • • . •"'�• • i•• t •• !• •• •• f•• !i• f•• ••• •f• •fi ••i •♦• •• •!! •• if Per Co. Comments 1 { • • i NAT • • ii •• • • • • • f • ••!! i 450 f . f . • ! ! . ! • • • . ! i f ! ! ! . . . !i • • • • . •f i to .0 4 woT WALL i • ! i ! ! • ! • ! � ! • • • • •�• • ! • f • • i • • • i • • • •! ! • ! • •• • ! • *34 1 Is • • f • •I• i • • • • Is tt� S OF SOIL NAIL Wf Proposed Grade Behind Wall Borehole Notes; 1 Install Inclinometerappro)(imately 5 hahind rear of prnposerl wall 1 Install Inclinemeterwith one scat of casing gCooves perpendicular to Wal 3, Provide temporary fall prb.ection tc a low readings to betaken prior t4 permanent fence installation 430 Nall Length = 22 ft. Nail Length = 25 ft. SLOPE INCLINOMETERS TO { BE INSTALLED AT 410 _ �_� __.. _ __ _ ._ � I _ STA 4+80 AND 5+25 3+50 4+00 4+17 4+59 5+00 5+67 SOIL NAIL WALL PROFILE SCALE; 1" = 20' 6+00 Facing: M--�ctive Cover iometer Casing ........................ . t 2}V.dOT Mijil Bottoim Cap SLOPE INCLINOMETER TO BE INSTALLED AND MONITORED BYOTHERS Shotcr®te21 �� 8 11 Iiirar' plate 2. No. 4 x 3 centered part +eah nail with Iceantered hole Geocomposite wall drain 2- No, 4 Cont. Ot 6" centered gat 81auCh ncrll i Corruiocled volyethylene ettthinq Centrcallzers 0 maix. No, 14 aurin. #tread=ed 10' c.c. and provide Max. 3teei bar ceIntrolizer's within head nut &baOM + MO I-� bottom of Show i3tuds four 112ix55116 Beveled wa3herr 2'1 Clear r� 1 CIF' c increite wad 81' 01a. augured CIP r�einforrcl hole minimum I Ced at t cp No. 5 a 12" each way Voided wore mesh: 4x4' 114.0acW4.0 NQ11 za rt (ploced 0 c.L.a+ shotcr°ete) N 414 Std. hft 0E Tom. Scale; None i Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797.4341 SEAL �VALTIfO 4DR 4P 41* B 0 c. No. 034285 t !tO L KEY PLAN SCALE CD 0 CO (n.� :cc 2 til G LmO Per Co. Comments 1 7/2/09 NAT Per Co. Comments T_Cal DATE BY Description 0 W W O LO to .0 4 U) CIJ tt� S SEAL �VALTIfO 4DR 4P 41* B 0 c. No. 034285 t !tO L KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB BKB CHECKED BY DATE 04/13/09 TITLE RETAINING WALL PLAN & DETAILS PROJECT NO. 5001 1382 C�4m 1 A SHEET" NO. 2 8/18/09 MAT Per Co. Comments 1 7/2/09 NAT Per Co. Comments No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB BKB CHECKED BY DATE 04/13/09 TITLE RETAINING WALL PLAN & DETAILS PROJECT NO. 5001 1382 C�4m 1 A SHEET" NO. '_.# Dewberr �.. y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797.4341 19 C +-a Cn U) U) C) C o +U) 00 � �. m T (3) CnW W VJ Cz E f Cz ►-�I SEAL '$'�ALTh0A o � s B NER lob C. No. 03 285 SO lo �(*) AL KEY PLAN SCALE HORZ. 1"=50' VERT. 1"=5' REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 4 8/18/09 MAT PER CO COMMENTS 3 7/2/09 MAT MISC REVISIONS 2 6/8/09 MAT MISC REVISIONS I 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE UTILITY PROFILES PROJECT NO. 5001 1382 C-4.2 SHEET NO. I� E GREASE INTERCEPT (SEE ARCH EXISTING FIRE HYDRANT TO REMAIN 8"-90 DEGREE/j,, BEND w1BLOCKING C 1. 0 0 m i d� NEW EXPANSION CH=2bb.U4 L=287.35 R=86$.81 _-- - 9,3'07'00" Tan= Tan=145.00 A=18'57'00" �._.____.._ ____..-.�__ _ ..__.. EXISTING WATERLINE I BERKMAR aR1VE S.R. __..__.------ " ___ .W ^ _ _ �--- - ` �' (APPROXIMATE LOCATION) EXISTING 20' SANITARY ...... SEWER EASEMENT _-- _, _ _._ _u ���•---- _ (ALBEMARLE COUNTY N46'1 2'00"E----260.00' __---_ -�'SERVICE AUTHORITY) G 15' ELECTRIC EASEMENT M N (VIRGINIA ELECTRIC POWER C0.) E C I RGINIA ELECTIRIC \ _- SSD '-,NEW NEW ELECTRICAL TELEPHONE ENTRY ENTRY CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPE PAVING, EXIT PORCHES, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS. walmart:': #1 780-09 � _- TI Vii) C-1 50E -GR -NO EXISTING 119,069 S.F. (APPROX.) PROPOSED 154,789 S.F. (APPROX.) F. F. T. -- 441.2 5 LF OF 6" SARY SEWER LINE @ I8% GREASE INTERCEPTOR (SEE ARCH PLANS) ; �s us A .4� C MH -2 l D r c rn I +� (14 CP 00. p ~moi 111 ` U �SEME T i OWER CO. DHF i A I '� ;V" I ��S >r CA Z;o ' CD } 1 � ' DB 1226 p 4 F] z � I r 1 i IIT ( > o t! 0 G r z i r- if i 1 US I € / y I Q C) Z' r f S j r' ;; a / m m tItri I I z iT 1 TDC3 1 i o i t �p ;, �1 1 t EXISTING 2" WATERLINE1 ; EXISTING IRRIGATION DOMESTIC) TO RE, IN i MH -4 METER ANt � JTOREMAIN I 1 66' MH -3 _ �1 I EXISTIN-G-11-1/2" BADGE i 1 ! WATER METER H DOMESTIC) TO REMAIN 1 60 LF OF 6" SANITARY <} EXISTING 8" WATERLINE TO REMAINJ 71�WER LINE @ 5.0% 1 8" TEE (APPROXIMATE LOCATION) INV @ C/O = 435,76 /BLOCKING('/ SIGNAL POLE / EASEMENT No.2 \ 3 /' (ALBERMARLE CO., VIRGINIA.) , r. a I1 °� 4" 90 DEGRRE=$END AND 2"X4" REDUCER is 66' i' W1 BLOCK(N :---ABANDON REIVI JI QER Q NEW 1" WATERLINE; „ A II -:fit i3 56 55 TO EXISTING G r, / �� OF EX. 2 WALTERLINE TO BLDG IN �� (1 g,_� UTILITY BOLLAR . f t �,'� PLACE, DII'W -ANE)-PEUG-EA-C-H--ESD 1 r . _ 461 dot SS - SS • SS SS SS , ""� S W •.--- ..- w w w w ss w - w w / SIGNAL POLE EW SIAMESE FD _. _ I= i �' I EASEMENT NiALBERMARLE / % i NEW PIV �`��-�• +j r._. ND NEW 8" SUPPLY ',� 104' �D '� i i' 1 T i 12'E.x 105,EXISTING SERVICE TO REMAIN .. ,....�.. _,a ,, .w_, �� .� ,� mow;= •v. EXISTI �,�0._._. _ SAN ITARY� E R f I 104' IN PLACE AS LONG AS NECESSARY, r Vis' PLUG INV IN WA ERTIGHIT UPON EASEMENT ABANDONMENT. 0) CO p / 1 CO � "`�•341' �C 'l _7L_ - `1 8' \ 105' 105' 61 6 `'/ / j l �C: :Df 11 EXIS ING 20' SANITARYSEWER EASEMENT `t J (ALBEMARLE COUNTY / O • I ' li l� Z, r BSER CE AUTHORITY) _��`' % (0, f, r 1 !° fi0 / / / {G ! f /EXISTING d ' 1 t 1� 10✓� n r �O;; fJr� /LECTRIC (0 EASEMENT ! I �t I 11 S $5' el,'� % v � � (VIRGINIA / ELECTRIC 103 Q 103' / POWER Q27m;N \ \ Z :2Lu SS SS SD) - - SD 7 ✓ �,`zf !_ ' _. ,l -._/SDI --- SS D J SS- f it J ' t _� st 1 •�� •, S SSh,' - SS --- SD -lot 06 F FLO ALERT TO CONTRACTOR: ALL. WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. SEE DEMOLITION PLAN FOR INFORMATION ON EXISTING STRUCTURES. LEGEND UTILITY NOTES 1. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. PROPOSED BUILDING 2. SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS ON UTILITY TRENCHES, 3. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. PROPOSED VDOT STD. CG -6 30" CURB AND GUTTER 4. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO PROPERTY LINE ANY EXISTING LINE. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN . �... ..... PROPOSED LIMITS OF DISTURBANCE SPECIFICATIONS. EXISTING CONTOUR ELEVATIONS 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL -' -h�,X CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.) xxX PROPOSED CONTOUR ELEVATIONS 7. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH EXISTING RETAINING WALL NON -SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 8, IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES NEW RETAINING WALL AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST IO FEET ON BOTH SIDES OF CROSSING, THE WATER LINE SHALL HAVE NEW VDOT STD. PG -5 CONCRETE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF DITCH (TOP OF RETAINING WALL) 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-150 (CLASS 50). ------------- NEW TRENCH DRAIN (BASE OF RETAINING WALL) 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. ®0 EXISTING STORM STRUCTURE 10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED ® NEW WATER QUALITY UNIT PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. (FILTERRA) 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH SD EXISTING STORM SEWER PIPING AT 3000 P.S.I. NEW STORM SEWER PIPING 12. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. -OHE&T EX. OVERHEAD POWER &TELEPHONE 13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. --- UGT NEW UNDERGROUND TELEPHONE 14. REFER TO ARCHITECTURAL PLANS FOR TIE-IN OF ALL UTILITIES. UGE NEW UNDERGROUND ELECTRIC/POWER 15. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SS EXISTING SANITARY SEWER PIPE SEWER LINES, SS NEW SANITARY SEWER PIPE 16. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND EXISTING WATER/FIRE PIPING WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES W NEW WATER/FIRE PIPING AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH iL'- NEW GAS PIPING CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CHAIN LINK FENCE 17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE 20 PROPOSED PARKING SPACES COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL SYSL/4 CONNECTION OF SERVICE. r12� ASSOCIATE PARKING SPACES 18. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS SWSL/4" AND SPECIFICATIONS. -,=Cc 19, CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF CC CART CORRAL ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR SHALL COORDINATE LOADING SPACES SHOWN ON THIS INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS AND ASSURE PROPER DEPTHS L ARIVG PLAN FOR COUNTY APPROVAL ONLY ARE ACHIEVED AS WELL AS COORDINATING 'WITH CITY UTILITY REQUIREMENTS AS TO LOCATION AND AND ARE NOT TO BE STRIPED. SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. ca NEW CLEAN OUT 20, THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. DI -11 DRAINAGE STRUCTURE INDICATOR Q-1 WATER QUALITY STRUCTURE INDICATOR 2€. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER MEANS I1JI}-j-2 SANITARY STRUCTURE INDICATOR OF PROTECTION. THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. ® GRATED DROP INLET DIRECTION OF OVERLAND FLOW 22. THE INSTALLATION OR REPAIR OF ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR _�O W/ GRADES FURNISHES WATER FOR THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE PERFORMED ONLY BY A LICENSED UTILITY CONTRACTOR, FIRE PROTECTION SPRINKLER CONTRACTOR, OR LICENSED PLUMBER, T CURB INLET SEE O.C.G.A. TITLE 25-11-7-(A). A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE SINGLE FIXTURE LIGHT PALE AND PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION. BASE �--� 2 FIXTURE LIGHT POLE AND BASE 23. UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COORDINATED WITH CONSTRUCTION MANAGER, FrONT UTILITY WORK WILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSTRUCTION FENCE, 3 FIXTURE LIGHT POLE AND BASE 24, CONTRACTOR TO RELOCATE LIGHT POLE AND REPLACE LUMINAIRES AS INDICATED. CONTRACTOR TO SHIELDED 2 FIXTURE BUILD NEW POLE BASE AMID STUB WIRE AS NEEDED. LIGHT POLE AND BASE 26. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 440.64 tic + 440.14 SPOT ELEVATION WV DQ GATE VALVE IN VALVE BOX C WATER METER NEW FIRE HYDRANT EXISTING FIRE HYDRANT V 1 BENDS AND TEES (ALL SIZES) 'f NEW MANHOLE G CLEAN-OUT POWER POLE GAS METER ❑ TRANSFORMER PAD • PIPE BOLLARD GQ UTILITY BOLLARD ( EXISTING TREES NEW TREES CONTRACTOR SHALL CONTACT MISS UTILITY @ 1-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION UTILITY LEGEND ��..Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 L 6' SANITARY SEWER LATERAL AT MINIMUM LOX SLOPE. Of % COORDINATE WITH ARCHITECTURAL PLANS. 21): ENTRY NTH GASCONTRACTOR RESPONSIBLEINSTALLING BKB a PIPE BOLLARD NOT USED WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. CHECKED BY ONA71ON NTH GASCOMPANY REEACTOR IS GARDINGBLE FOR THE S�ZE� DCNSTALLATION OF GAS G ONE 4' CONDUIT SHALL BE CARLON TYPE "DB" DIRECT BURIAL 04/13/09 DATE / TELEPHONE DUCT OR SCHEDULE 40 PVC, INSTALL GALVANIZED PULL 8/18/09 MAT WIRE OR PUIRPLE PROPYLPOLYETHYLENE ROPE WITH A MINIMUM 3 NEW 4" WATERLINE. REDUCE TO 3' AT BUILDING ENTRY. INSTALL PER PULLING TENSION OF 100 POUNDS. THE MINIMUM BURIAL DEPTH PER COUNTY COMM ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. SHALL BE 214'. INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH MAT MISC REVISIONS INTEGRAL 'BURIED CABLE" WORDING, 12' ABOVE CONDUIT, O PROPOSED LOCATION OF TRANSFORMER PAD. �--� ONE 6" CONDUIT SHALL BE CARLON TYPE "DB" DIRECT BURIAL ELECTRIC No, DATE DUCT OR SCHEDULE 40 PVC. INSTALL GALVANIZED PULL WIRE OR PURPLE description NOT USED PROPYL.POLYETHYLENE ROPE WITH A MINIMUM PULLING TENSION OF 100 POUNDS. F O THE MINIMUM BURIAL DEPTH SHALL BE 24", INSTALL AN ORANGE DETECTABLE HAZARD TAPE WITH INTEGRAL "BURIED CABLE ' WORDING , 12" ABOVE CONDUIT. IS RESPONSIBLE TO COORDINATE WWTH THE ELECTRIC OCONTRACTOR COMPANY FOR THE INSTALLATION OF OVERHEERGROUND ELECTRIC ALL CHANGES IN DIRECTION OF THE CONDUIT SHALL UTILIZE STANDARD TYING LINES. CONTRACTOR SHALL COON OCOORDINATE THE Tl'iNG SWEEPS WITH A MINIMUM BENDING RADIUS LISTED IN THE NEC. NO MORE OF INDIVIDUAL METERS WITH THE ELECTRIC COMPANY. CONTRACTOR TO THAN t2) SO -DEGREE BENDS WILL BE ALLOWED BETWEEN PULLING POINT'S, OR COORDINATE WITH ELECTRIC COMPANY TO INSURE PROPER SEPARATION A lOT OF 190 DEGREES COMBINED IN SEVERAL BENDS. PULL BOXES SHAD- BE LOCATED EVERY 400 FEET UNLESS THE COMBINED TOTAL OF BENDS BETWEEN OVERHEAD LINES AND LIGHT POLES REQUIRE ADDITIONAL BOXES. > ui 3" DOMESTIC WATERLINE ENTRY NTH METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH ALBEMARLE COUNTY SERVICE AUTHORITY. SPRINKLER ENTRY. CONTRACTOR SHALL BE REQUIRED TO INSTALLANY O$" APPURTENANCES ON THE SPRINKLER UNE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE (INSIDE BUILDING), IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER COMPANY SPECIFICATIONS. PROPOSED FIRE HYDRANT AND ASSEMBLY TYPICAL AS INDICATED. OEXISTING REMOTE GARDEN CENTER UTTUITES PIPE BOLLARD. ��..Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 L Lu W Cts SEAL '�$v LI,TI {��rL Mlo, .B NE Lic. No. 0 5 a ®1VAL Y KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET 1 inch = 40 it~ 0) Of % 0 21): CO BKB APPROVED BY Lu W Cts SEAL '�$v LI,TI {��rL Mlo, .B NE Lic. No. 0 5 a ®1VAL Y KEY PLAN SCALE GRAPHIC SCALE 0 20 40 80 ( IN FEET 1 inch = 40 it~ REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE 4 8/18/09 MAT PER COUNTY COMM 3 7/2!09 MAT PER COUNTY COMM 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No, DATE BY description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE UTILITY PLAN PROJECT NO. 5001 1382 G5.0 I C IN] C r �, .- - _ ,--- ----__..:_ —__.,_ -- .__ _-- _..- -- ---- --- �. - + - l im _ - ♦♦e♦♦#♦♦♦e♦®♦� - t s _....♦♦♦ e♦♦o. " - _• ♦ �+�y� �. T �. . �� e ♦ ♦ w tri ♦ e. . ♦♦ - - - M_Wxvm� ♦ice♦ ♦♦♦ P-0 d f�4 R ♦ i# O�a ♦♦'i#♦ ♦ ♦ b♦ ♦♦ ♦♦ ♦ i ♦ ♦ .+� i• �'a o 'e eon♦#'orf ► �![���o��s sce♦r,v.�- - -0 0 .F�p.r s ♦'` ♦ ♦ rr v . tip# -1 1`.♦ �o-d 41 ♦ ♦ ►♦o##*► • ♦♦ � s"pi♦ ♦C�ii♦♦--- �,�- r __♦� ♦ #� o, ,d�i .ice.... 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'1 SFr 1 �' nt+ 4 1 J' i I :.S ,, t=. 1 STORM' t } f 0 Ilk 1 / r __ _ ! ,f I T TION. �- RAIN PRO EC I D `� I -- , ?,�� rel ,l "iI1111l 1 =I -------------- 1i \ I IP SEWER l I ,I Z1. . ;'-' ---- -_ - RETAININ !t�%, L -- A` , ,' ,,-�' 1... i-� REF. ARCH PLA ' , 1., l , :i o }. , ,r .�� ! 1. ilrJf '\ it i , _ \ i V `-' s - , /If I,, t --- I i i 1, , i + �` - zr / /: :,I IIS I i - �•,; ` � � � O �', `r' , I \ I -1 I'11 ��� ,f" ! r'J f///:,;,! til \ i - '+ 2• I j,� 1 1 _ II „ I_"�' 1 / = //f ft 11 i r'- I I I' �� , �Dljl ' � 1 t � _ --- — I1 I ; r r,`_ �1 J;�1j l ' 11 ' ! i,i,\ I ' ` r`i` if t 1 1 1 !I_. :I-. i � f (• - j j 1, II # i III (f 1, "{ fr lJf �'i I li i II fi _. I I I ;I 1. -' _- _ ! t 7 ! (/��p� tF+i� � tD I I 1 t - # (.l/,l/ho-c /t-,JIl IJi t.{ <' /�/, •\7 /O # '( ^� Mt !- P !` i Irl I l ( \ '� �`� I IlJ/I�/7 ///"*"`' i�,tlf�', � 2 f1 \ �•` — '� I I i I I i I `\ `�)[t f, { i 1P1 i I\ I/1''11. tl''11i ' 'i Ii111,1e, , i # D I ,MAI AIN UNT ;'1'I I I \ \? ''\ ,- ` --. . j {,`` �`rj�l'{;'i,'/I/; ,�' i ' 1111 ,'iii j j I; 2T � CONSTRUCTION O 1 I 1 ' � i`� \\ �' I/ ff,-,'t;ar ' +'l 1, °' =' ;` �1;11I! , %, �5 ``� . ; ` �` , MH WITH COVER 1 '\ �� '';II,1 ;llI;V,H 0 I��II i � t' I '` . t, '\•f \ `� COMPLETE. f if1( \1 �' s0 Ii, i I T, � Ili I11. i ,; lil�jjQQlyyi blip i}{ i 1,i I ll�If ?. i ;}I I `�� ^j/( - ` -'A ,\1 `✓so/'r 1't �' ` ; T' '' `3%jiE!`Ii 1 ��=11I1ii'} .+ �, I ji 1 ,.. v t \1 I�` ,_14 i r-,. rl- i 1 fl 11 t i! I I'11 ` J . 1' z'I�i1 t;'I' i'I tv .1Ii �IIF 'I -`' '� I ` �' /I Ili i v'� f , i" R I 1 .1� -.1( I'!I II'f/r. rI''Ifll 31'; 1 I+? 1 d 1, 1 I ) 1 �=? -. [I 1( Ilil "I{Tl rlitll, II I ; - ? 1 _11 �`' If I;, 1'=11 ` ? i'1liitii' il�� I ;.` ` , 1.ir,l1;Il \` \* 1I, lii`"ii it i' IPt TO BE INSTALLED ;i DI -1 -"' _ ' o ,/l IP `I ' --- /, I r - Tei -- -- �1 � I •.1 `� ; 1'; , r'i J 'fl °!'O RENCHIDRA N _.:..., _. / i i I : ;, t, ©N I; [' j t t r/f t l t -f'{i I f I i f.. l / I \ / ,'i'J I 1 1 ,; I i� ,i . , I I 1 Vii" , ti. r'` /' i - 'i` �pCI 11 __a 191 r l` '�; /t / ,! / ,: ` 1 , '. j + ? If f 't, II" J ! :i ( `+ ' . r , �-- 1 I t /r I - i; Ij'/' rr ',i i 1 1 i .I j' #1 �i7 �I (+ .s;;', // , '\ II. I ,: , ,° I, I II I I I .'/ _ II', ,.I;i' / i APPROXIMATE SOIL BOUNDARY C l i+ i I'; J I d 1 , (I e r I[ If 11!#IIIr' f f'1 7 fr r Il 1 I _ / I I I � � j � � � i i J' y!� ( ! . i --w-- _ - _`-_ Irl+ ;',ril°; `IF'I' ' •lr a 1 tj Q\ � ,2 i D RAi NAG E AREA 'A' II_ C ' -- So I' 117x, �" D.-5 I --�@ J• 1i'f r I`r l i ' ; 12.96 acres 1 lq- �' i•; i r tT,r - I, Ii il't 't'; {i r1t3 i §, 1 2�B ! i �-.i I ��. R ti,,7-.. i`Ii Ii, 1. 1 I'l , ! 1 I I \ ' I,i { ,. f r -, i CEDI -- --- 51 - ?� :+iti`,i '/, - e14 , II !----------------- „----'i r - s -' _l `,, 1C t - j �7 i11 - F I I ir,! I r-- / �� ';:i,i+If i'i' ! J 4 i - I _., i k ���� r� (11 r', r. �!' , - J, 1M- - , �, ';Irl }'1 I i1 __ . _ ' .. ,... , I I Ir � CJ Fi I ,I,I+Itli 11 i r `,/ j/ tr- - _ - iI ' - _ .-_ __ I. A 1 1I �? 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' t lIj _,;. .... _ if If t � EIf � J , J ;1. � 1I'II t;'1l.ff i3a•/r t`'+r• .31tij ,;Ij "--- ,,,.�- N__1 j rl �,- ;� 1� (I i : 1 v - , ,� - / 1; :/Ir If Ilr `," SD --w 1i \ i4 , I �,' J I' v ; = I j I � _ W u ,c, „ OFF CTF#R,JN ON1,f. ,ji ;I, ,f/ )I III - '--- c DRAI A a I f+/ l I 1 I IJI r. �y Y} _�- - J -- 1 O`� _ , — — - ' i ji - Ii t" i I f (' j EA i1 j(' II ai i�, 11 CS -`i i -- ---� __. __ `�G, ,i r n 1. { r r i D - - I f 0, I i I'%j`f' I31r?1 ittli'itt" 1. III �. I S � I', . 'i / r,' t '1'i,!1lt1 = t{ � ' L - i .,s /_ _ ._,_ ij .a J 1 8 t 1 C f - \ ' w ` v^+ I j t ' t i -I. • I r ! , i i I l ' , , it `� "~'1 - ��, \ i' - - ._ ,.,,._, .� tv,_ >:.r.F -.. :, �-'--' ;2 i '�•.•.i i l r ,' �it C,.:T.• 1 i i +it l i ,!, '' Z - o ! _ __ u. _. ,. ,.x - :t a :# f r , �? ' ,1 -z,r if f ' I ' i I I , s� t ' } •' ' t I' I !�'' ...�..., ... - ..,�. - — .,.�„I+•_,.. F4 - ^-• ,_ I� 'T� f j l r J ` jr'/It'\ �I[,I °i//1l fi I L Y w xi W r y' ha f' �1�� I(Fj t` 'r I f/ f I r ; itrI1 /Jff`IIf jt: I, f, ( . ._ __ .._- _ _ ��f ,:I u ,' 'I I r f 1 r I f f, iJ/:"!// 1f 1;(rl,` { ,f1 'I I , � � Ii I! ' i [ ' t' . d # ! t I 1 , J� l ! - fi 11 e�` _ _ - .._ ,, '� ;; f r I ( l (•v "` Il_ 'i' i 1, t ��F.' ft ; f , i r J /j'I;` f f 1 rv`�. S!. 1 , �O _�!- r� �� k' 7 - Y I 'I I C/j t I` Q I J... / �, 1 I't/ +/11I'. %r ill rll � ,I _ ,5 3 __i #1E 41 ( _l_.( ...p �„ /' fi, I I/J 7( /f/I r L 1 ' i � .f l ` 7, !' : ` l v r' f - i I ' t \ i1 i r ', n �• # �_--�,Y .� .�,.�; O`i - !" ;1 : I T pH 1 }I; ('II. r, , II! } a1 \ ? 3j' �Y ! ? I; 1` `ti,l �1 '�.: • ff I I f 7 I, I t/ 1 I,I t. i tt t I tf , I t l i O• .\ �\ �' i_ t 1 / {L -',J J/ \ {I rr f,' ; f l I 91 III. i 1/ 11 IIF'J°I'�IfilJ. '+1':'tf ', '1 8� �Tat''�.,% •'\ 1 01010 I 1 ( I �' .I i' ! I` 1 1 s \ : I J f l I I d 1 j 7 i1 r f' I i i` ' I F i' j i !!+ 1' `\ r„' ,,,.,.-. 1 J I (III `t II f° � I/f I ,'/I i 1 ! 0 !e1!�' \ t� 1g�1 �j,:� s \ `�, , 930 11 1 ( f / `` Ii` A ,1 /l ' � I if,' 11, I" . ? ` } IIS I:.ONTRACTOR .MALL �/s� r ISI ,I, `� : 1i _ ; T I, i ' t , �' lI °1I ' r l f r t \ ,4 -_�. ` \ / I; ''1 51, I ' l :...-,, __ I 1 'It f 1/', , }"'�' "ll, s�; T�,KE NECESS I �. \�©3 - , �, I_''� .. r f j / f ' 11 iri'Ij1/:ll: 11'1`('1 ', ' `11 # 3�, \� PRECAUTIONS T ' '� Ilt, I;fI l,, f;f'/'it!f,,' 41 \\ PROTECT EXISTING, ��r, r !& , /, i -` � ,, i , f ' I , I( TRE` �' �`, f i /,l I'r'I/'illi,, ,,­ ,u)", \, I1',1 \, IN EXiSI ING. ;' �I r 1 I/ '1/I''/ `II ;11,/, ,,� III ,I `� LANQSCAPE ISLAND (TYP.) ' sa f+ a _ f / f/// f I ! qI f . I /l t// Iij7 flr'1it.f, ti t'f_ r �I �I \, 1 \ I , MD - 3 / 1 c� 1 f i (. I �__ _ � I f_ I 1 �I�IIIi11,jI1 ,'; ' �Y £j �` r _ j' ` '3 if i A\s , , Or `j, ,q / MJ / ' I, 1 /J I' / '4 I _ 1} of L J g 7 I fr I � I! __, z \ l \ I i �� `� 1 L ! i I � F' , tr t f l f 1 I. I I tltl( I's(# I .I' �j I ,,, II l � �, \l -' _. `.- / �, 1 .r-,.. 1�-. .i :,ft. •3L- s I '..j i. '( _. .._.. .. .... _ _ , i'" i .... r 1 ,//'lp ,t / (,III it !13th I1; �I � i tE' (O" s G O / nJ^� # -4 I I I ' f[ i ' , t `�' sj7j){I 1'r Ir1 ti \ \, \ \ \ O p S / I 11 J% y:{ / : (!/ / / 6/ t 1 i i 11 i j , ` \ fl ` R ` O\1 � � fid' � { �1 r I I ` j + I i }III �i tI �l 1 ` \ o \ , �, it / 1, / __ 11 'III/ fit( i( 1 '111,ilt II1�1I, `(, n, ; r, }\ `\ �. '� , \ ` dt 1 ' / S Is '' 'li' ' 1 1 l ' ( 7 I i ,il i ?1i N `I \ c, ) , / •At 4 - ✓ Q "(P', 1 1 �- , i 1 1 I . I , 1 , 13 I 11 ii -I !t &" \ \ 1' \ l I 11A . ' jy;, r ` tiI yr - !r C .' ( I I I i 1 l? `;;' �cA 1 1 \ f \ r i / , i� v? ( > ' } _ / ! ; 1 ` 1 ' i i I , t I, '.g nl Is I p \. C% , ''i `,/ -\ Gra -r'i ll i , a _- _/r f f: /' �f^ 1 '_.,i 1'+0 1- ` ii I (Fr; I'. \ I 1 to r 11 ` �� f\ i / p C�' \' ',;,: / (I 11/rl ,' I1 I i i I{r r; I s I; O I¢ e �• \ '\ `'N t `\ Q/ I f s ---30 R 1 :1y r (,i r`i�il nAO 11 - 3� n/ V11111,rl�r! { 5I t I �(I" Iii iI i� \` i ` �'�%o ' W/fin j ///If 1/i i 1 i / • / r r . i € ., 1. ,` ...---^'/"� r , .,.+ ;/ tp j 1 J/ I r p ,r i;I#i; il.�,\ �t 1 1•°1;11 li t �t!i '''� '\ \ •\ �`' / \, 't # r PI I '� I �'f` i % I t / I ,/ I , y 11 '; , G i I V", 11 11 Ii1 ' \ ° \ � � ra I j � / 1 i�L7p 1 f-0 II+ij/ , i I / / `' f , 1 I ( IT (' i l , `I? Y }� I ,.} itv_ ...._ _ _-`,,-.._.. I \1Q\e ,IQ 1 i / �,/ , ori q \i' ili! I ,,,. Y` / i \ ` , I r1 1!1 0.,1 i I / / 1Y;I I s ° ,� 1'I -1:, __ -- \ _\ \ � \ `t 1 // I ,'Y<_} a l i - ! ..1 / I t I �. \ i j Il ;/f i I { 1 1 ` a I , i I i's' � \ ' /, ; t I % I ,/ L ' 'I p I � I ,r / ! 1I' i1 (► f1 ' �},. ` �� t --�- ° \ 2.,2°10 ; ; / 11;, � Il1lll/ 1 4I ,/ ,I ( LIMITS OF �' ! f i , ; +, �' C7 '\. y --- _ -,- V9! I \ �,/• , � ,.,,,.d __Jb. J / t { 1 if l 1� ii.1r r ; / 1 1 J / t \ \\\ -, p ry \ '� 11 r \ / 1 / � �1 .I /' I / BA `\ /' ,:,, ` ''" �_ _ . =- _\ ��' -�, l e�, \ I / , � ,,�• / 1 i / BANCE 1 / 1 'e \� �\ \ ``, __ •9' _ 1 �y �,, \ -�._.,._,. � 11�'' \ 4 ` , j'I 1 r € I' tv r�l , a / r i . 1 / ` `a \' `•` ',1 `__1 ,e-- " a _. ' l I- ",�.""�. `t \. I 1 t 1 1 r 1 J i I l „l ! rt I i / / I I ` 1 s t> d __ l 1 m \ �f f 1 ( I S, •r' I / \:J 1 \ i _-' , __tom `_: .z� ', »:, i, _ - \ f _ 1117 I , ( / ,/, / ! / ( / ` -� F 0 RETAININ MAINTAIN UNTI CONSTRUCTION OF MH WITH COVER IS/" 5 COMPLETEUP V/ ACREAGE SUMMARY (IN ACRES) WAL-MART SITE AREA 13.3 ON-SITE DISTURBED AREA 12.4 OFF-SITE DISTURBED AREA 0.02 TOTAL DISTURBED AREA 12.4 IMPERVIOUS AREA AT COMPLETION 10.5 PERVIOUS/SEEDED AREA AT COMPLETION 2.8 0'fITLIl 0(1 IKIr) I \WCC WALMART REAL ESTATE BUSINESS TRUST 2001 SE 10TH STREET BENTONVILLE, AR 72712 479-273-4000 SITE OPERATOR/GENERAL CONTRACTOR: I SUPERINTENDENT: OFF-srm RUIN -ON ACREACE SUMMARY OFF-SITE DRAINAGE AREA ACREAGE AVERAGE SLOPE MAXIMUM SLOPE COVER TYPE AREA 0.68 43% 50% VEGETATED IDENTIFY UP -GRADIENT RUN-ON AREAS FOR EACH PERIMETER AREA RECEIVING RUN-ON. STATE PREDOMINANT TYPE OF SURFACE COVER (I.E. VEGETATED, PAVED, ROCKED, ETC.). '53'44,"E =43.96,\ 5.93 �00 -Air, 19 04011 X a0M 101011 FAM 10 11 hTj I I I ilk I I I 1 [01111 WN 012 111201 We] 2 R C01 I•211MI glawsmag qippip� MiI� I�I INCOE 110 = ------------- EXIISTING BUILDING FOOTPRINT PHASE 11 - EXPANSION BUILDING FOOTPRINT 1. Temporarily seed, throughout the current limits ofconstruction (svephasingplan) denuded areas that will be inactive for PROPOSED VDOT STD. CG -6 30" 14 days or more. CURB AND GUTTER 2. Reconfigure the top and box for CB -4 and install new underground detention facility and associated piping, Remove AND AGGREGRATE INLET SEDIMENT FILTER existing pipe connecting CB -4 and EX -14. Install MH -3 and DI -3A with all associated piping. Replace existing curb & PROPERTY LINE gutter in areas pertinent to the current limits of construction. Contractor to ensure existing landscaping that is to remain is PROPOSED LIMITS OF DISTURBANCE protected. Install Filterra Water Quality Units as shown on the plans, cr) 3. Permanently stabilize any areas to be vegetated EXISTING CONTOUR ELEVATIONS 4. Construct new Sanitary Sewer including MH -2, MH -3 and MH -4. Construct new water line extensions. XXX_ PROPOSED CONTOUR ELEVATIONS S. Prepare site for paving/overlay in sections base6'on the current limits of construction. (see Phasing Plan) CURB INLET 6. Overlay asphalt pavement in areas pertinent to the ,..urrcnt limits of construction (see Phasing Plan), EXISTING RETAINING WALL 7. Install or adjust appropriate inlet protection devices forpaved areas as workprogresses, GRAVEL CURB INLET SEDIMENT FILTER 8. Obtain concurrence with the Wal-Mart Construction Manager that the site has been fully stabilized then: NEW RETAINING WALL a. Remove all remaining temporary erosion and sediment control devices, BASE b. Stabilize any areas disturbed by the removal of BMPs, and 75- NEW VDOT STD. PG -5 CONCRETE c. Ask the CM to contact the CEC to complete the CEC/NOT site inspection report, DITCH (TOP OF RETAINING WALL) 9. Continue daily inspection reports until the final daily inspection report, marked 'ready to terminate permit', is signed by the ------------- NEW TRENCH DRAIN construction manager and submitted via the SWPH T management tool. U) 4- = 2) WITHIN EACH STAGE): 3 FIXTURE LIGHT POLE AND BASE W m= EXISTING WATER/FIRE PIPING SO SODDING W NEW WATER/FIRE PIPING WI_ SA SAFETY FENCE G NEW GAS PIPING MEN MULCH OMEN I= kSEE NOTE THIS PAGE) SPOT ELEVATION CHAIN LINK FENCE MENEENE WV BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS w V_ CZ MEMENEEN E REPAIRED IN lJ WATER METER r- 171m, -4- NEW FIRE HYDRANT rf 11'1__ II LocV1 LOC -L CZ -61- EXIISTING FIRE HYDRANT 2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, V -4 te 8EMDS AND TEES (ALL SIZES) WATERED AND RESEEDED/SODDED AS NEEDED. 0 NEW MANHOLE 9 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD 0 CLEAN-OUT III LOC a I VII LOC CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY PERIODIC TOP TEMPORARY PARKING -e- NEEMENEEMENEWEENEEME V REQUIRE DRESSING. OF THE AS CONDITIONS DEMAND. POWER POLE I GNS METER 4. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF TRANSFORMER PAD DEBRIS, ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC I/ > <> IV LOC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. PIPIE BOLLARD , <> DO UTIILITY BOLLARD 00 EXIISTING TREES q1111111111 1) CONTRACTOR SHALL UPDATE THE TABLE BY DATING THE APPLICABLE ACTIVITIES AS PROJECT PROGRESSES. 2) TIME SCHEDULE MUST COINCIDE WITH SEQUENCE OF CONSTRUCTION, SUPPLE -WENT EX. MULCH BED AS ECESSARY TO MEET NEW BACK OF CURB - GENERAL EROSION NOTES A. THE STORMWATER POLLUTION PREVENTION PLAN IS COMPRISED OF THIS DRAWING (-SITE MAP'), THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS SEC11ON 02370 ('SWPPP-). PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM, WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF VIRGINIA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARS E WITH THEIR CONTENTS. C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST OF OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION, D. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM M FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. H. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING. ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 1, SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS, J. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. K. RUBBISH, TRASH, GARBAGE, UTTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM - WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. L ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. M. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED FOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS, N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE SODDEDAANDSCAPED PER PLANS. THESE AREAS SHALL BE SEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN THESE AREAS. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN. 0. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. P. ON-SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. Q. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION, R. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, STRAW BALES, ETC,) TO PREVENT EROSION. S. SEE SITE PLAN FOR PERMANENT AND TEMPORARY SIGNAGE. T. GENERAL CONTRACTOR IS TO DESIGNATE/IDENTIFT AREAS ON THE SITE MAPS, INSIDE OF THE LIMITS OF DISTURBANCE, FOR WASTE DISPOSAL AND DELIVERY AND MATERIAL STORAGE. U. REFER TO THE SWPPP FOR REPORTABLE SPILL QUANTITIES OF PETROLEUM PRODUCTS AND/OR HAZARDOUS WASTES. V. SEE PHASING PLAN FOR TEMPORARY FENCING AND TEMPORARY FRONT DRIVE LOCATION AND SEQUENCING. W. REFER TO 02370 SPECIFICATION FOR RUN-OFF SAMPLING/MONITORING REQUIREMENTS IF APPLICABLE TO SITE DURING CONSTRUCTION. X. CONTRACTOR TO LIMIT DISTURBANCE OF SITE IN STRICT ACCORDANCE WITH EROSION CONTROL SEQUENCING SHOWN ON THIS PLAN, NO UNNECESSARY OR IMPROPERLY SEQUENCED CLEARING AND/OR GRADING SHALL BE PERMITTED. LEGEND ®moi x�rooi® USM OUADRANCLE MAP HIM 4 40 MLES TO NAMED RE-C*MNG WATERS SOUTH FORK RIVMA RWR RESSWOIR BEST MANAGEMENT PRACTICES SEQUENCE f tPlOtOt 0 GROUIVID --Q Rpp EXISTING SAM'S CLUB TS SITE CARRSBROOK DR. NOTE: Upon implementation and installation of the following areas: trailer, parking, lay down, porta-potty, wheel wash, concrete washout, mason's area, fuel and material storage containers, solid waste containers, etc., immediately denote them on the Site Maps and note any changes in location as they occur throughout the construction process. In addition, note all areas where fill is imported from or soil is exported to on the Site Maps. PHASE I - 1. Install SWPPP information sign. 2. Install inlet protection around all storm sewer inlets pertinent to the current limits of construction (see phasing plan). Only underground inlet protection is allowed in active parking areas. 3. Prepare temporary parking and storage area. Halt all activities and contact the CEC to perform inspection and certification of BMPs. General contractor shall schedule and conduct the stormwater pre -construction meeting with the CEC, Wal-Mart Construction Manager, Agency(ies) and ground -disturbing contractors before proceeding with construction. All exceptions noted on the BMP Certification form must be added to the first Daily report as a deficiency or deficiencies and resolved within 24 -hours. BMPs CAN NOT be certified if any exception requires greater than 24 -hours to resolve. Daily inspections and reporting using the SWPPP Management Tool must start the day of or immediately after BMP Certification. 4. Relocate existing transformer, install conduit for electric/telephone services, install storm sewer sections between MH -10, DI -11, MH -13 & DI -14, begin construction of the new 20 ft. fire lane and retaining wall "B" S. Begin construction of the new retaining wall "A" and the addition to the existing truck dock removing pavement, curb & gutter, storm sewer pipe and storm structures as necessary. Construct concrete ditch adjacent to wall "A" and install DI -5 and associated piping to CB -4, 6. Install Sanitary Sewer line at the northeast comer of the building adjacent to the truck dock. 7. Complete retaining walls and truck dock expansion. Install 18" storm sewer line, all associated Nyloplast drains and trench drain adjacent to retaining wall "A". Install new pavement around truck dock and construct the new truck exit and all associated curbing and storm sewer. Replace top of storm structure DI -14 Install permanent stabilization (Sod) and SITE FEATURES landscaping in these areas as shown. ------------- EXIISTING BUILDING FOOTPRINT PHASE 11 - EXPANSION BUILDING FOOTPRINT 1. Temporarily seed, throughout the current limits ofconstruction (svephasingplan) denuded areas that will be inactive for PROPOSED VDOT STD. CG -6 30" 14 days or more. CURB AND GUTTER 2. Reconfigure the top and box for CB -4 and install new underground detention facility and associated piping, Remove AND AGGREGRATE INLET SEDIMENT FILTER existing pipe connecting CB -4 and EX -14. Install MH -3 and DI -3A with all associated piping. Replace existing curb & PROPERTY LINE gutter in areas pertinent to the current limits of construction. Contractor to ensure existing landscaping that is to remain is PROPOSED LIMITS OF DISTURBANCE protected. Install Filterra Water Quality Units as shown on the plans, cr) 3. Permanently stabilize any areas to be vegetated EXISTING CONTOUR ELEVATIONS 4. Construct new Sanitary Sewer including MH -2, MH -3 and MH -4. Construct new water line extensions. XXX_ PROPOSED CONTOUR ELEVATIONS S. Prepare site for paving/overlay in sections base6'on the current limits of construction. (see Phasing Plan) CURB INLET 6. Overlay asphalt pavement in areas pertinent to the ,..urrcnt limits of construction (see Phasing Plan), EXISTING RETAINING WALL 7. Install or adjust appropriate inlet protection devices forpaved areas as workprogresses, GRAVEL CURB INLET SEDIMENT FILTER 8. Obtain concurrence with the Wal-Mart Construction Manager that the site has been fully stabilized then: NEW RETAINING WALL a. Remove all remaining temporary erosion and sediment control devices, BASE b. Stabilize any areas disturbed by the removal of BMPs, and 75- NEW VDOT STD. PG -5 CONCRETE c. Ask the CM to contact the CEC to complete the CEC/NOT site inspection report, DITCH (TOP OF RETAINING WALL) 9. Continue daily inspection reports until the final daily inspection report, marked 'ready to terminate permit', is signed by the ------------- NEW TRENCH DRAIN construction manager and submitted via the SWPH T management tool. (BASE OF RETAINING WALL) HM,0D EXISTING STORM STRUCTURE NEW WATER QUALITY UNIT (FILTERRA) NOTE: The General Contractor may complete construction -related activities concurrently only if all preceding BMPs have been completely installed. BMP -related steps in the above sequence are italicized for clarity, 24 PROPOSED PARKING SPACES SY!SL/4" II4 If7 LIMITS OF 0 2� ASSOCIATE PARKING SPACES ISTURBANCE SWISL/4" CART CORRAL J LDADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. SS coo NEW CLEAN OUT .10 Dewberr y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 BORROW SITE NAME: U) BORROW SITE ADDRESS: SD- EXISTING STORM SEWER PIPING 0 EROSION DETAILS BORROW SITE PERMIT NO.: NEW STORM SEWER PIPING(}BLOCK �(8 AND AGGREGRATE INLET SEDIMENT FILTER -OHE&T- EX. OVERHEAD POWER & TELEPHONE XX% FILTER SACKS (THESE BELOW GRADE INLET BMP'S ARE ONLY TO BE USED IN PUBLIC DRIVING/PARKING UGT cr) - AREAS WERE SEDIMENT LOADS ARE MINIMAL) Per County Comments NEW UNDERGROUND TELEPHONE 0 CURB INLET UGE NEW UNDERGROUND ELECTRIC/POWER IP5 GRAVEL CURB INLET SEDIMENT FILTER SS EXISTING SANITARY SEWER PIPE CC$ BASE (SEE PHASING PLAN FOR 1 0 SWPPP INFORMATION SIGN SS NEW SANITARY SEWER PIPE DATE U) 4- = 2) WITHIN EACH STAGE): 3 FIXTURE LIGHT POLE AND BASE W m= EXISTING WATER/FIRE PIPING SO SODDING W NEW WATER/FIRE PIPING WI_ SA SAFETY FENCE G NEW GAS PIPING ML MULCH 0(1) I= kSEE NOTE THIS PAGE) SPOT ELEVATION CHAIN LINK FENCE ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WV 24 PROPOSED PARKING SPACES SY!SL/4" II4 If7 LIMITS OF 0 2� ASSOCIATE PARKING SPACES ISTURBANCE SWISL/4" CART CORRAL J LDADING SPACES SHOWN ON THIS PLAN FOR COUNTY APPROVAL ONLY AND ARE NOT TO BE STRIPED. SS coo NEW CLEAN OUT .10 Dewberr y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 SEAL a A LTIj 004 V W d 4.� Y 10 10 4 K Lie. 0.0ek 44285 Jn_ �tlr "k 9 letbq '8 "1 I/ 8l I LVA S L NOTE: THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN KEY PLAN APPROPRIATE SHORING TO CONSTRUCT THE RETAI1,4ING WALLS WITHIN THE WAL-MART PROPERTY BOUNDARY. OFF-SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME: U) BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO.: DISPOSAL SITE PERMIT NO.: BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: DATE F_ XX% DIRECTION OF OVERLAND FLOW cr) - W/ GRADES Per County Comments % 0 CURB INLET MISC REVISIONS 3 7/2/09 I 0 co 0 -0 CC$ BASE (SEE PHASING PLAN FOR 1 0 2 FIXTURE LIGHT POLE AND BASE ACTIVITIES TO OCCUR No. DATE U) 4- = 2) WITHIN EACH STAGE): 3 FIXTURE LIGHT POLE AND BASE 0 -r C 0 0 E UJ W 0 if: ;t:_, a) = p cc _75 AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED E 0(1) I= 440.14 SPOT ELEVATION ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WV BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS w V_ CZ OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND ACCORDANCE WITH THE FOLLOWING: E REPAIRED IN lJ WATER METER 1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. -4- NEW FIRE HYDRANT rf 11'1__ II LocV1 LOC -L CZ -61- EXIISTING FIRE HYDRANT 2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, SEAL a A LTIj 004 V W d 4.� Y 10 10 4 K Lie. 0.0ek 44285 Jn_ �tlr "k 9 letbq '8 "1 I/ 8l I LVA S L NOTE: THE GENERAL CONTRACTOR SHALL INSTALL AND MAINTAIN KEY PLAN APPROPRIATE SHORING TO CONSTRUCT THE RETAI1,4ING WALLS WITHIN THE WAL-MART PROPERTY BOUNDARY. OFF-SITE MATERIAL AREA(S) INFORMATION BORROW SITE NAME: DISPOSAL SITE NAME: BORROW SITE ADDRESS: DISPOSAL SITE ADDRESS: BORROW SITE PERMIT HOLDER: DISPOSAL SITE PERMIT HOLDER: BORROW SITE PERMIT NO.: DISPOSAL SITE PERMIT NO.: BORROW SITE PERMITTING AGENCY: DISPOSAL SITE PERMITTING AGENCY: 1. CONTRACTOR SHALL FILL IN BORROW AND DISPOSAL INFORMATION ABOVE. DI -11 DRAINAGE STRUCTURE INDICATOR 2. BORROW AND DISPOSAL INFORMATION IS NEEDED FOR SOIL FILL AND SPOIL MATERIALS ONLY >I /HE OHI 3. CONTRACTOR SHALL STATE "NOT REQUIRED FOR THIS PROJECT" IF ONE OR BOTH ARE NOT REQUIRED FOR PROJECT, 0HE Q-1 WATER QUALITY STRUCTURE INDICATOR -\SD ------ SANITARY STRUCTURE INDICATOR MAT APPROVED BY BKB CHECKED BY BKB GRATED DROP INLET DATE , \ JP1 \\7 XX% DIRECTION OF OVERLAND FLOW 1-3 1 ipc - W/ GRADES Per County Comments cr 7/15/09 CURB INLET MISC REVISIONS 3 7/2/09 SINGLE FIXTURE LIGHT POLE AND LIMITS OF CONSTRUCTION 2 6/8/09 BASE (SEE PHASING PLAN FOR 1 5/15/09 2 FIXTURE LIGHT POLE AND BASE ACTIVITIES TO OCCUR No. DATE BY WITHIN EACH STAGE): 3 FIXTURE LIGHT POLE AND BASE BMP MAINTENANCE EROSION NOTES SHIELDED 2 FIXTURE , ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, LIGHT POLE AND BASE I I LOC V LOC AND IN THE STORM WATER POLLUTION PREVENTION PLANATION, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED 440.64 t1c L FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZA11ON OF THE SITE. 440.14 SPOT ELEVATION ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED WV BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS GATE VALVE IN VALVE BOX OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND ACCORDANCE WITH THE FOLLOWING: REPAIRED IN lJ WATER METER 1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. -4- NEW FIRE HYDRANT rf 11'1__ II LocV1 LOC -61- EXIISTING FIRE HYDRANT 2. ALL SEEDED/SODDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, V -4 te 8EMDS AND TEES (ALL SIZES) WATERED AND RESEEDED/SODDED AS NEEDED. 0 NEW MANHOLE 9 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD 0 CLEAN-OUT III LOC a I VII LOC CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY PERIODIC TOP TEMPORARY PARKING -e- V REQUIRE DRESSING. OF THE AS CONDITIONS DEMAND. POWER POLE I GNS METER 4. PRIOR TO LEAVING THE SITE, ALL VEHICLES SHALL BE CLEANED OF TRANSFORMER PAD DEBRIS, ANY DEBRIS AND/OR SEDIMENT REACHING THE PUBLIC I/ > <> IV LOC STREET SHALL BE CLEANED IMMEDIATELY BY A METHOD OTHER THAN FLUSHING. PIPIE BOLLARD , <> DO UTIILITY BOLLARD 00 EXIISTING TREES NEW TREES --- BMP NOTES: TS 1. CONTRACTOR SHALL PROVIDE TEMPORARY SEEDING PER THE SPECIFICATIONS AND VA E&S STD. 3.31, SEE GENERAL EROSION NOTE "M" THIS SHEET. 2. CONTRACTOR SHALL INSTALL RHUS AROMATIC'GRO LOW'(GRO-LOW SUMAC) AS A LOW -MAINTENANCE GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. 3. CONTRACTOR SHALL PROVIDE DUST CONTROL THROUGHOUT THE PROJECT PER VA E&S STD. 3.39 AT ALL TIMES. 4. CONTRACTOR SHALL INSTALL MULCH IN ALL INTERIOR LANDSCAPE ISLANDS AND LANDSCAPE BEDS. MULCH SHALL BE INSTALLED PER VA. E&S STD. 3.35. 5. CONTRACTOR SHALL INSTALL TREE PROTECTION AS SHOWN. SAFETY FENCE IS TO BE USED AS PERIMETER TREE PROTECTION. REFER TO VA E&S STD. 3.01 FOR DETAILS. PROW W�qo NO,' Il 9 1149:417UH0101 SCALE GRAPHIC SCALE 0 20 40 so IN FEET I inch = 40 ft. REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 5 8/18/09 MAT Per County Comments 4 7/15/09 MAT MISC REVISIONS 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROL PLAN PHASE 2 PROJECT NO. 50011382 F 0 Irk JIM PRICE CHEVROLE BENCHMARK: #286 PAINTED 'X' ON ff SOUTHEAST CORNER OF STORM STRUCTURE ELEV.=440.067 x N36'43'30"E CH=286.04 L=287.35 R=868.81 Ton= 145.00 D=18'57'00" N73'48'30"E CH=65.35 L=73.13 R=45.00 r Tan=47,52 A=93'07'00" i OHE 1 OHE l t r } .m ! f � f r� i`Exi �ing110" oak Q 1/ ti.G�i f U Z ` � l Existing I ! t� IMA rica /� 1 SAM'S �1 Existing 5"' oak/ , i CLUB ._._; Existing shrub heel -- _ 440 \ Existing crape myrtles (3) o�#p 17:2/.Z I --� 0 ifit' W; 77`<. �" °"' m,' 1bedWAT r i -•-�_�µ.� � � ---�� -��_.= r7 ­ Ex. � 0x Taxus shrub e P GOT Existing crape myrtle CART EiURN -- �_ Existing 1$" oak / - 1I Ex. Dak TB _ Existing $"' oaks ^ • T RETURN i CART I w CART _ fir. N _.. _ ------ J_ _._ _ Existing/ 18 pakBROW PLANT SCHEDULE POR EX15TINC LAND5CAPING 1 _ QUANTITY NAME 5IZ EExisting 6" _Existing 1-0, M p/RV Ex. ak TB DECIDUOUS TREESExistin $ crabapple - Existing Nandin_ I 1 LAGERSTROEMIA 12�� N T.aisti g 18�oak lGRAPE MYRTLE J 8"- i 0" dbh i 2 1 7 MALUS SP. CRABAPPLE Existing -10" oa - _ ' !! -- -____ ___._ o / J Z 13 PYKU5 BP. 5"- 10" dbh OD � Ex, Oak TBR j CART CART I RETURN 1 _ � / ,� 1 � ; Z , FLOWERING PEAR ra i _ `''i GB QUERGU5 PALU5TR15 11 _ 's -- _ `' l 1 J PIN OAK �} I8 dbh -Existing 8" oak E�cis#ing 8 oak / I i 1 9 i' S T! LIA CORDATA 4" / :dbh LITTLELEAF LINDEN IfJ Existing-B!'crObapple_ (4) .;jr CA i 5>-iRUB5 zo # { L i i t G CLETHRA ALNIFOLIA 241 - ____ es'' i._--_ ---_ --a,,�°„ - r� r 5WEET5HRUB _... _,. _..�.........__ _ �_.. As 1$� t -_ __ _ � _ ' • 113 EUONYMOU5 5P. 2'-.2 1/21 Ex, 8 crab pple (3) - " Akfing_ l-0" flowerin-g p ar B �_ ---_-.__. E U O N YM O U 5 5 H RU B Existing�8" crabapple (3) - - o f 15 MYRICA CERA=ERA 4' HT. ___EXisti g 1g"flowering-p -air __ :1 I f 5OUTHERN WAX MYRTLE Existing shrub bed I 1 i Nndi ! ! E ng 8" l Existing 15 oak --, Existing -1 -____._ �_ _ _; _ _ _ ___ ___-._-- �_-.___ Il j f 7G NANDINA DOME5TICA 1811-42' I FI veering Pea �? a _ i - _ - % NANDINA ��' �"'' -Existin shru ----�----�---- flowerier; e�. ar.....-..._. ---- xlsting-$" flowering pear �"--"-- /r lI t+ s g Existing 10 _ - __ ..E,xl-sting 8" flowering.pear_. _ �( _ - 14 Op flowering pear I f 93 TAXU55 5P. 0 _ -' dF� - i"T.. i ` > I l l l ! YEW 21T3' - - Cxisut ly 1U uan tct —7— aAlMil ly 10 VON H—WQY 9- 0 #{ Dewberrf o�#p 17:2/.Z I --� 0 ifit' W; 77`<. �" °"' m,' 1bedWAT r i -•-�_�µ.� � � ---�� -��_.= r7 ­ Ex. � 0x Taxus shrub e P GOT Existing crape myrtle CART EiURN -- �_ Existing 1$" oak / - 1I Ex. Dak TB _ Existing $"' oaks ^ • T RETURN i CART I w CART _ fir. N _.. _ ------ J_ _._ _ Existing/ 18 pakBROW PLANT SCHEDULE POR EX15TINC LAND5CAPING 1 _ QUANTITY NAME 5IZ EExisting 6" _Existing 1-0, M p/RV Ex. ak TB DECIDUOUS TREESExistin $ crabapple - Existing Nandin_ I 1 LAGERSTROEMIA 12�� N T.aisti g 18�oak lGRAPE MYRTLE J 8"- i 0" dbh i 2 1 7 MALUS SP. CRABAPPLE Existing -10" oa - _ ' !! -- -____ ___._ o / J Z 13 PYKU5 BP. 5"- 10" dbh OD � Ex, Oak TBR j CART CART I RETURN 1 _ � / ,� 1 � ; Z , FLOWERING PEAR ra i _ `''i GB QUERGU5 PALU5TR15 11 _ 's -- _ `' l 1 J PIN OAK �} I8 dbh -Existing 8" oak E�cis#ing 8 oak / I i 1 9 i' S T! LIA CORDATA 4" / :dbh LITTLELEAF LINDEN IfJ Existing-B!'crObapple_ (4) .;jr CA i 5>-iRUB5 zo # { L i i t G CLETHRA ALNIFOLIA 241 - ____ es'' i._--_ ---_ --a,,�°„ - r� r 5WEET5HRUB _... _,. _..�.........__ _ �_.. As 1$� t -_ __ _ � _ ' • 113 EUONYMOU5 5P. 2'-.2 1/21 Ex, 8 crab pple (3) - " Akfing_ l-0" flowerin-g p ar B �_ ---_-.__. E U O N YM O U 5 5 H RU B Existing�8" crabapple (3) - - o f 15 MYRICA CERA=ERA 4' HT. ___EXisti g 1g"flowering-p -air __ :1 I f 5OUTHERN WAX MYRTLE Existing shrub bed I 1 i Nndi ! ! E ng 8" l Existing 15 oak --, Existing -1 -____._ �_ _ _; _ _ _ ___ ___-._-- �_-.___ Il j f 7G NANDINA DOME5TICA 1811-42' I FI veering Pea �? a _ i - _ - % NANDINA ��' �"'' -Existin shru ----�----�---- flowerier; e�. ar.....-..._. ---- xlsting-$" flowering pear �"--"-- /r lI t+ s g Existing 10 _ - __ ..E,xl-sting 8" flowering.pear_. _ �( _ - 14 Op flowering pear I f 93 TAXU55 5P. 0 _ -' dF� - i"T.. i ` > I l l l ! YEW 21T3' - - Cxisut ly 1U uan tct —7— aAlMil ly 10 VON H—WQY 9- 0 GROUNDGOVER Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 - x. Nandina TBR (6) Existing 8" ask x�J I i ' Ex. uo mus 19)(Pedge) �- rE % Ex, Eu s (gr bndcbver) 3 �nym �HE -- -- OHE --- - -- 2 -Exis g 18" aak OHE - -- HE— - )HE — OHE --- --' n a PER COUNTY COMM. --a0 S DSD SD Description! OD ¢ W � 501'53'49"E CH=43.96 L=45.93 W GROUNDGOVER Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so ( IN FEET ) 1 inch = 40 ft~ % 9Ca 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. r, COO BY Description! W CZ rr 0 N 0)< Q i CIS SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so ( IN FEET ) 1 inch = 40 ft~ REVISIONS DRAWN BY 200 -+- 5F EUONYMOUS 5P. G"- 12" NT• APPROVED BY EUONYMOU5 GROUNDCOVER CHECKED BY DATE TITLE MAT B KB BKB 04/13/09 EXISTING LANDSCAPE PLAN PROJECT NO. 5001 1382 C-7.0 Vll 6-6- 1 SHEET NO. 3 7/2/09 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description! REVISIONS DRAWN BY 200 -+- 5F EUONYMOUS 5P. G"- 12" NT• APPROVED BY EUONYMOU5 GROUNDCOVER CHECKED BY DATE TITLE MAT B KB BKB 04/13/09 EXISTING LANDSCAPE PLAN PROJECT NO. 5001 1382 C-7.0 Vll 6-6- 1 SHEET NO. 19 0 01 C IV 0 G J -t_ntattt ty 1U v Ori` = Ex sting Euo S09roundcover ---- OHE 1LF LEGEND MULCH CONTRACTOR SHALL INSTALL RHUS AROMATIC 'GRO. LOW' ('GRO-LOW SUMAC) AS A LOW -MAINTENANCE GROUND COVER ALONG THE TOP OF ALL NEW RETAINING WALLS. NEW LANDSCAPING (SEE PLANT SCHEDULE SHEET C-7.2) 010 EXISTING LANDSCAPING DETAILS AA TREE PLANTING (SEE DETAIL SHEET C-7.2) /B \ SHRUB/GROUND COVER PLANTING (SEE DETAIL SHEET C-7.2) /Cl\ SMALL TREE PLANTING (SEE DETAIL SHEET C-7.2) p�F Existing 10" oak f f J� 1 j Existing 5" oak Existing shrub bird 4 EX. IRRIGATION METE RPZ TO REMAIN. Existing crape myrtles (3) Existing shrub bed Existing Chanticleer Pear Existing crepe myrtle Existing 18" oak Existing 18" oak Existing 18" oak V z-41 C4 1 �O v1 ZI �O J I LANDSCAPE NOTES0 : I. ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. SEE 2900 SPECIFICATION, 2. ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 3. ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD AND MEET ALL REQUIREMENTS SPECIFIED, 5. ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7, ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED, 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN THE 02900 SPEC, 12, ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE 02900 SPEC. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 14. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 15. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. WHERE SHOWN ON THE PLANS AND DETAILS, PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH A HARDWOOD MULCH FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER TO A MINIMUM DEPTH OF FOUR INCHES. 17. REFER TO WAL-MART SPECIFICATIONS FOR INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS, 18. WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED, 19. ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 20. THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELY WITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPP PLAN FOR THIS SITE. 21. THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING, 22. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN. County of Albemarle Conservation Plan Checkliqt - To be placed on Landscape Flans (Handbook, pp I1.I-284-111-297 for complete specifications) I . The foHowing items shall he shown on the plan: Trees to be saved; 0 Limits ot'clearing (outside dripline (>f trees to be saved); 0 Location and type of protective fercir�g;; Grade- changes requiring tree wells or walls; Proposed trenching or tunneling beyond the Ihsits of clearing. 2. Nlairldngs: 0 All trees to be saved shall be marked with print or ribboar tit a lrcillrt clearly visible to equipment operatt)rs. 0 No grading shall begin until the rev marking has been inspc:etcd w d approved by a County Inspector. 3. Pre -Construction Conference. El Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic s d slorage of including sail shall not be permitted within the dripl nes of trees to be saved. 5. Soil Erosion And Starmwater Detention Dcvicca: 0 Such devices shall not adversely affect trees to be saved. 5. Fires: 0 11res arc not permitted within 100 fcet of the dripline of trees to be saved. 7. Toxic Alnteriarls: 0 Toxic materials shall not tie stored within 100 feet of the dripline of'trees to be saved, S. Protective Fencing: 0 Trees to be retained within 40 fust of K proposed building or grafting, activity shall be protected by fencing. El Fencing shall be in place and sha.l I be 'inspected and approved by a (:'aunty inspector prier- to grading or construction, 9. Tree Wells: 0 When the ground Icvcl must be raised within fire dripline of a tree to be saved, a tree well shaII be provided and a construction dctaziI subin.itted for approval. 10. Tree Walls: 0 When the ground level must he lowered within the dripline a tree to be saved, a tree wall shall he provided; and a construction detail submitted for approval, 11. Trenching and Tunneling: 0 When trenching is required within the limits of clearing„ it shall he done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered Bks an alternative when it is anticipated that necessary trenching will destroy feeder root,,. 12. Cleanup: El Pmtective fencing ;shall be the last items removed during the final cleanup. 13. Damaeed Trees: 0 Damaged trc:cs shall be treated inunQdiately by pruning, fertilization) er other rncthcxls recoaunvndcd by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQIJ1RF1N1FiSTS, ����JI �fY/f `:'. iNahH47 s13nrr'. L•y IJH4'i{3S tiN DN:cn-Nvid Cox o-%NaHnad5ton3 lnt, ,'ay{aR.Hlr/oma!I�tavkt.caxrFc,'al-inatt.cwn, c=VS .. fJate; 2P9,9.lii.Y77d?3.5.71 QS'G: f OWNER SIGNATURE (ATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of 1 V-6" WIDE SOD STRIP IS REQUIRED BEHIND ALL CONCRETE CURBS UNLESS MULCH IS SPECIFIED. � v.0. nlvnvv/-�I Z \ � CONTRACTOR SHALL CONTACT MISS UTILITY @ I-800-552-7001 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ALERT TO CONTRACTOR: ALL WM GENERAL CONTRACTOR WORK TO BE COMPLETED (EARTHWORK, FINAL UTILITIES, AND FINAL GRADING) BY THE MILESTONE DATE IN PROJECT DOCUMENTS. PROPOSED LAND USE PERVIOUS AREA: 28.6 % (4 ACRES) PARKING & VEHICULAR CIRCULATION: 42.8 % (6 ACRES) BUILDING AREA: 28.6 % (4 ACRES) Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so IN FEET ) 1 inch = 40 #t. MAT DRAWN BY i BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE 4 9 MAT Per County Comments 3 7/2109 O 00c .� 2 6/8/09 MAT r• 1 5/15/09 > `} PER COUNTY COMM. No, DATE � Description Cz -a W W a nt CCS = L v J cz E I ICS SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 so IN FEET ) 1 inch = 40 #t. REVISIONS MAT DRAWN BY i BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE 4 8/18/09 MAT Per County Comments 3 7/2109 MAT PER COUNTY COMM, 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No, DATE BY Description REVISIONS TITLE PROJECT NO. 5001 1382 C-7. 1 MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE PROJECT NO. 5001 1382 C-7. 1 F C 0 i QP 13 1 B*B G %j 4 5 b INTERIOR PARKING LOT LANDSCAPE TREES..............................58 CS G CORNUS STOLONIFERA'BAILEYI' 1 1/2" CAL. B*B SITEAREA.................................................................. D e wberr `� F PLANT 5CHEDULE I`OR NEVV LANDSCAPING TREE CANOPY PROVIDED BY EXISTING TREES.....................0.09 AC CA 34 Y KEY QUANTITY NAME SIZE REMARKS CL 52 CARYOPTEKIS 'LONGWOOD BLUE' 16-2411 HT, DECIDUOUS TREES REQUIRED INTERIOR LANDSCAPED AREA............................0.2G BLUE M15T SHRUB PROVIDED INTERIOR LANDSCAPED AREA............................0.26 CM I G Dewberry &Davis, Inc, AR 7 ACER RUBRUM 'OCTOBER GLORY 2 11211 CAL. B*B Li 3 551 PINEY FOREST ROAD B*B OCTOBER GLORY RED MAPLE TU5KEGEE CRAPEMYRTLE BY NDF 2G ANVILLE, VA 24540 PHONE: 434.797.4497 CONT, COMPACT NANDINA PL 38 FAX: 434.797.4341 CC 22 CERCI5 CANADEN515 1 112" CAL. B*B TM 45 TAXU5 X MEDIA'DEN5IFORMI5' 2'-2 1/2' B*B EASTERN REDBUD DEN51fORMI5 YEW IG 2 ILEX GLABRA 18-24" CONT. MS 8 MALU5 SPP. 2" CAL. B*B PLANT 5CHEDULE ARE FOR THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND CONTRACTOR/5U5CONTRACTOR CRABAPPLE 5CHEDULE OR LANDSCAPE PLAN SMALL BE REQUIRED. ANY DISCREPANCIES SHOULD BE NS 5 NY55A 5YLVATICA 2 112" CAL. B*B BLACK GUM QP 13 QUERCUS PALU5TRI5 2 112" CAL, B*B INTERIOR LAND5CAPE TP\EE5 PIN OAK INTERIOR PARKING LOT LANDSCAPE TREES..............................58 CS G CORNUS STOLONIFERA'BAILEYI' 1 1/2" CAL. B*B SITEAREA.................................................................. BAI LEY DOGWOOD TREE CANOPY REQUIRED 0 0%) ....................................... SHRUB5 TREE CANOPY PROVIDED BY EXISTING TREES.....................0.09 AC CA 34 CLETHRA ALNIFOLIA'HUMMINGBIRD' 24"-30 " HT B*B TOTAL TREE CANOPY PROVIDED (1 1.4%) ........................... HUMMINGBIRD 5UMMER5WEET LAND5CAPING CALCULATIONS CL 52 CARYOPTEKIS 'LONGWOOD BLUE' 16-2411 HT, B*B REQUIRED INTERIOR LANDSCAPED AREA............................0.2G BLUE M15T SHRUB PROVIDED INTERIOR LANDSCAPED AREA............................0.26 CM I G MYRICA CERIFERA 4' HT, B*B MAT SOUTHERN WAX MYRTLE 1 Li 3 LAGER5TROEMIA X 'TU5KEGEE' 8'-1 0' HT. B*B No. TU5KEGEE CRAPEMYRTLE BY NDF 2G NANDINA DQME5TICA'FIRE POWER' 16-2411 CONT, COMPACT NANDINA PL 38 PRUNU5 LAUROCERA5U5 'OTTO LUYKEN' 2'-2 112' B*B 'OTTO LUYKEN'S' LAUREL TM 45 TAXU5 X MEDIA'DEN5IFORMI5' 2'-2 1/2' B*B DEN51fORMI5 YEW IG 2 ILEX GLABRA 18-24" CONT. INKBERRY HOLLY NOTE: PLANT COUNTS GIVEN ON THE LANDSCAPE DRAWINGS AND SUMMARIZED ON THE PLANT 5CHEDULE ARE FOR THE CONVENIENCE OF APPROPRIATE REVIEW AGENCIES AND CONTRACTOR/5U5CONTRACTOR ONLY, ALL PLANTING INDICATED ON EITHER THE PLANT 5CHEDULE OR LANDSCAPE PLAN SMALL BE REQUIRED. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE APPROPRIATE PARTY FOR CLARIFICATION. LANDSCAPE CALCULATIONS STI\FET TREF5 EXISTING TO REMAIN.. ............................................. ............ 3 1 PROPOSED SMALL DECIDUOUS ...... ................ ....................... 22 INTERIOR LAND5CAPE TP\EE5 9 INTERIOR PARKING LOT LANDSCAPE TREES..............................58 W TREE CANOPY CALCULATIONS I� Ci SITEAREA.................................................................. 13.28 AC TREE CANOPY REQUIRED 0 0%) ....................................... 1.33 AC TREE CANOPY PROVIDED BY EXISTING TREES.....................0.09 AC X1.25 ....................................................................... 1.24 AC TREE CANOPY PROVIDED WITH PROPOSED TREE PLANTING... 0.27 AC TOTAL TREE CANOPY PROVIDED (1 1.4%) ........................... 1 .5 1 AC LAND5CAPING CALCULATIONS 8/18/09 PARKING/CIRCULATION AREA .............................................. 5.4 AC REQUIRED INTERIOR LANDSCAPED AREA............................0.2G AC PROVIDED INTERIOR LANDSCAPED AREA............................0.26 AC MULCHITOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM PLAN SECTION 1. TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE, REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. 4. 3" BERM TO HOLD WATER, 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN, 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8, PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH, 10. UNDISTURBED SUBSOIL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 113 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS, LARGE TREE PLANTING (14` OR GREATER) xx N.T.S. MULCHITOPSOIL BACKFILL ROOTBALL AND TRUNK', TREE STABILIZATION AND FERTILIZATION SYSTEM PLAN ri O C7 w 0 v 2 z 6 :0 3 LU Lq � 4 U SECTION 12" 1g.- 7NIA 1. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1"" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 113 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD BARK. MULCH OR APPROVED EQUAL 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL-ROUGHEN SIDES OF TREE PIT, 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL 6. TREE WRAP 7. 4" MIN, OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN) 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL 10. PREPARE PLANTING SOIL AS SPECIFIED. 11. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUYAS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER, B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL, C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS F. IF SITE CONDITIONS REQUIRE GUYING OF THE TREE, FASTEN #10 GUY WIRE TO STRONGEST TRUNK AT THE CENTER OF THE MULTI -TRUNK TREE. MULTI -TRUNK TREE PLANTING xx N.T.S. MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM PLAN 1. 'TREE WRAP 2.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3. 3" BERM TO HOLD WATER. 4. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE, REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. GUY AS NECESSARY IN EXTREME WIND CONDITIONS WITH #10 GAUGE WIRE, 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN, 1"' ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS), 8, PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL NOTIES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 113 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A,A.N. STANDARDS, SMALL TREE PLANTING (14' OR LESS) N.T.S. TWICE ROOTBALL DIAMETER SECTION 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED, 3.12" f CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALL IS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH 5. SLOPE BOTTOM TO DRAIN 6. 18" ± AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO }NATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 112" - 314" GRAVEL, 8. WATER TABLE FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6"° OF BACK OF CURB OR EDGE OF PAVEMENT. POOR DRAINAGE CONDITION N.T.S. BEST FACE OF SHRUB.! GROUNDCOVER TO FACE FRONT OF PLANTING BED. -I- + REFER TO PLANT ----- + + T SCHEDULE FOR SPACING + + + PLAN 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT 3.4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5.4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED, NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SECTION SHRUB GROUNDCOVER PLANTING ,---, N.T.S. xx I i I! M N 1% 9 Cn W W I� Ci CIS 04/13/09 SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 8o { IN FEET ) 1 inch = 40 ft co co CD > _P tD Q 0 c rn -� MAT APPROVED BY BKB Cn W W I� Ci CIS SEAL KEY PLAN SCALE GRAPHIC SCALE 0 20 40 8o { IN FEET ) 1 inch = 40 ft co co CD > _P tD Q 0 c rn -� REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 4 8/18/09 MAT Per County Comments 3 712109 MAT PER COUNTY COMM. 2 6/8/09 MAT MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE NEW LANDSCAPE DETAILS PROJECT NO, 5001 1382 G7.2 F �� Dewberr U.. y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 w C SEAL KEY PLAN SCALE 2 1 7/2/09 4" REMOVED BOLLARD 1 5/18/09 LSI PER COUNTY COMM. No. DATE BY Description 04/13/09 DATE ui 9 0 CO in ttt '5 Ito �7 W W -CZ E O °' rr C t� Cz r Cz C SEAL KEY PLAN SCALE 2 1 7/2/09 MAT I REMOVED BOLLARD 1 5/18/09 LSI PER COUNTY COMM. No. DATE BY Description /1SIONS TITLE PHOTOMETRIC PLAN PROJECT NO. 5001 1382 Cwwi8mO SHEET NO. MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE PHOTOMETRIC PLAN PROJECT NO. 5001 1382 Cwwi8mO SHEET NO. 19 1:4 '7 M 0 . I LIGHT FIXTWRE ,fid CRE NBRIA O WALL SCONCE (VariOLls reflectors are protected by U.S. Patent No. 6,464,378) _ C�REENBRIAR`' WALl SCONCE HOUSING - The aluminum (lousing is available in tvlo sizes and is a rectangular shape. Af#mounting harrlv�rare is r staiiiess steeae l r laclra zinc plated se. telLUMINAIRE dFiDERIiit IHFORPNA tOf� ..' WALL MOUNT - A galvanized -steel universal wall mounting plate easily. mounts directly to a 4" octagonal or square iunrti an 7ox, An EPDM gasket Is supplied to be Installedd bekv'reen The mounting plate and junction box, sealing the junction box from entrance t f in fixture ural a h of llt$ten. The galvanized -steel iriu+rsat plate allows ttez f xtu e to securely ttaG .o ; the mounting plate using a unique clamping design Which is locked into place with hvo t 1 ,,,G e universal late e€rrtits the fixture to be mounted in the u li htin ? rfi ' f _ hex -head sore Th n f p p P g 7r = r, . position (listed fordarnp locations) or downlighting position (listed for.wef locations). �'_ � ,,„f _.; r3 e . DOOR FRAME � The aluminum door frame with two stainless steel captive fasteners y. _N I< - allows easy access into the fixture. A one.piece extruded silicone gasket seals the door Flat-lertsed fixture . frame against the choosing. The door swings open and is held in place by a retainer. meet 1ESMA Cult cutoff LENSIGASKET - A fiat clear tempered glass leets, which is sealed to the door frame wittl `; ,sr°r°' ctassifioaticn, EPDM gasketing; is standard. An optional ppiytcarbona#e ions is available on most Refer to.Gmenhrlar Wall Sconce= -Advanced Asymmetric specification gulde Compact Fluorescent fixtures. for additional otfe6ags. SOCKETS -1 flit) lampholders are glazed porcelain, medium base for the slmali fixture and r S mogul base for the medium fixture, 4KV pulse rated. The Compact Fluorescent fixtures feature a one-piece thermoplastic socket. . LIGHT SOURCES The fixture is designed to operate vrtlth horizontal Pulse -Start Metal Halide: Pulse -Start Metal Halide Reduced, Super Metal halide, Super Metal Halide Reduced, Metal Halide. Metal Halide .Heduca d, High Pressure Sodium, and single, bauble or triple Compact Fluorescertt lamps, Lamps suppMd as slandaru �- HID (clear; shipped 11 installed), aril Compact Fluorescent (coated, 4100K shipped in separate tartan), M - . _ _ -�, HAL LASTS/EL ECTRICAL COMPONENTS - Electrical components. are factory -mounted l in housing and prewired With voltage specific leads 4ich extend outthe bark of the � �-�� � I unit through a rr.ibber grommet. This grommet prevents the entry of Insects, dust, and irloistilre into the fixture. _The treed to open the fixture to make wiring connections is I— 0 _-1 eliminated, thus making installation quick and easy. UL listed HID components with €sigh -power factor. ballasts rated for -2CPF starting. Compact fluorescent ballasts i _. _ .. are Electronic universal Voltage (120-2771$O/80 N:z) or 347V (6U HZ} UoF starting: Compact Fluorescent fixtures with UE (Universal Electronic) voltage lite available with an sit°. ,, I C optional cfirnniinrg Ballast for multiple types of ctitltrois such as building lighting controls and occupancy sensors. Available battery back-up is 'I20 or 277 vtlltnIe specific wfth -r __1 = _1___J 32°F rated starting temperature, four U.S: applications for 26 wall through 7fi viatt lamps. (n�i4) I2smm) i� 1 `3.34 `t Consult factory for available wattages and voltages for use in Canada, __ _. ? _ _. i _. �_' t J"00ion .sits EMERGENCY OPERATION - A variety €1f integral ema�rgency options are available to a . Oerrtertioe complywith Life 5atet} Codes which require emergency lighting along the path of egress A g C rD Qfl tI1S building's{tOi'ft�r as building t3CG1t ants %1J'2Xit sa1e4 {: integral Emergency 1 Small 4 1 244rnn; E w_ 1 p U 1 3 (461nn, ( ? a2�;illi t (137mnt) Battery Back-up o titin is vail le on Com act Fluor scent units. titer enol Quartz _-' f ' � i t o up p a ab p e 1 11 1 a: 8 9 5t8' 1#? L 6 .t-,3dv i opt cite are offered oil HIS tt€t5. Qraiiors for one or We 12 tell Separate Ci cuEt(s)> forl4iEdrrtRi 1.(5f}smmt i (3vlimtn) (2d31t1tY J ! �iBr m' i ) -t- ( 1, use with up to 35,,Matt Halogen iamp(s) are available on bath Compact Fluoresc%t and I 2u' I 13-7Y16' 1 1t.,;a�° a,,r HID units. - _- m 1-1 REFLECTORS/ 1STR'IBUTION PATTERNS - Forward Thro%ii (,FTM, FT) and Type Ili � � � ., �° 0 Wait t T ,, � t - so 4'rf3i3 r available ) end lT'erfiurri. 'Wei, wash reflectors are also f } lectors are arable r1 srr►ai � i s '�1'a1( re l3 ref o 7 { available on small, All ars hi performance, full cut-off rts�rl bution as defined by �� a-� � 4 9 1 TES`1(tos4rtltrht position Only). Photometricdatais tested in accordance with IESNA guideline& t JiWinm! 7.31W ---° Universal f #? tilt �I�E n vt:rsa Mounting FIN f SHES -.Each fixture is finished with LSi's buraGrtp polyester powder coat #inlshing D process. The DuraGrip finish withstands extreme weather changes mithout cracking1. or p11 eeling, and is guaranteed far five foil gears, Standard colors include bronze, black, ` . < . ' . platinum, plus, buff, hi lte, satin verde green, metallic silver, and graphite. ref,1la4ttemlmr f1t,W0Jgfa t14JEhsl Lang1, immiin,; fwjiiih tom /in.', H*htlr1*1!trt,) GBYUSHI talK2 .. 615r124.25_-3'411, 5 .3:43/13,5 DECAL STRIPING - LSI ofrers:optional rotor -coordinated decals in 9 standard colors Gawk4_141P 7115!82 61-e/24,25�aS-4r 15:5 �+� 1C.5 DECAL ..._ _._ ,_ _-_ to accent the fixture. Decals are guaranteed for five years against peeling; cracking, or �Dvas t r_.. ,8.1-117.— e,e y2a 25. 394 t 1a-5 _ _ 3431;3.5 .. fading. 65NtA4-uF_ i1I24 1916F24.25 Simi; 15.5 4ia!?$.S T061E t - se visit our afire ,site at f "-trod i :.cots far stet ;lett ' PFf® Tia CS Flea of b to _•sr user e a : us ( h tooielria data; LortD Listed ror-domp ivcalrarr: vet rgca#3v» it t cc vent l3tio»s tzrity) (tiormhgnr 4nty3 Project loathe _ _ ____ : Fixwre fipe .,M,: -v. r_. 200'1 r s, 1.51 WDLISi MLS 1,vru. A Cu ;.1q. -,,.�. s�*$4k , Catalog F1,__. -- I _...,___----- :._,__ - GBt(VS 3 - type III I 50 MH Metal! Halipu F- Ftat Clear 120 204 iPl Brame (Small) FT - Forward Throw 70 0, 8 100' 150 175 }Nail I 5 . 7 .> Tempered Glass 501 70,1001,1501,176, 250 Watt BIX - Blae,c 175 VM - Wall Wash 100 HE'S - Hi h Pressure SodillIn I 150 G r 10 1 Watt L ?4fl i _77 ; WILT - White 4 26 CFL ornpact uoresceKtt 1 ,_0.74 , 173 j - _ _ 347 ID t P P -Platinum Plus PL BtUF - Buff FTM - l=ontrard { # 26 � CFL Com�t1act Fluorescegt Com l;- Fiat Clraar UE - Universal SVG - Satin Verda Throw Medium 32 Single 2fi::32, 42 Watt Tempered Glass Electronic Green i 42 GFL 2 - Compact Fltrorescenl FPC - Fiat Clear (120-277V 50/6011Z) GPT - Graphite SMH -Super Metal Halide 250 Vvrut I Double 26, 32, 42 Watt Polycarbonale 100 MSv - Metallic Silver r CFL - forxtpact Fluorescent ` WW - Wall Wash 150 .3474 , 277 Up Single 26, 32, 42 Watt HPS - High Pressure Sodium 1 1 QBWM 3 - Type iii 250! PSIAH _ _ _ - Pulse Start Metal Halide € F- Flat Clear. 128 (Meidiurn) FT - Forw, r€1 32U251}, 320 coven 1) Tempered Glass' c UE - Universal Electron Throv) 400 PSMHR - Pulse Start Metal j 240 Halide 42 t f?educed 400 Matt I 277 57 Double 26 32, 42 Watt 5tU H - Super Metal Halide 347 (6{lWY 1 256 Watt 347 I SMHR - Super Metal Halide 480 t Reftuced Envelope i I 400 Watt i MH - Metal halide 250 Wait ; rMHR - Metal Holide Fled:Iced 1 s i Envelope 401) Watt t f 4P5 - High Pressure Sodium. i 250, 400 Watt ; 1 26 CFL - Compact FlFuorescant F- flat Cl2ar UE - Universal 32 Single 57, 70 Watt I Tampered Glass Electronic l 42 i C, t Fluor scent JFl_2 - Jompac, e r°ftC r Flat Ile'r '1� -L771 sQr68ilt �� 5 . 57 000)le 57,70;Katt ) Polycarbonate 70 CFL3 - Compact Fluorescent 3474 i Triple til, 32', 42 Watt �-- _ f ' H F. 120 Z _ S T _ 1 EXAMPLE OF A TYPICAL ORDER : i PG1120 Buttort-Type f'twtoceli Ji PG1208 - Gution-Type Photocell P01240 - Buttan-Type Photocell � ' . t PC l_?7 - St.r ttonType-Fhotac+ri„ , PCI347 - Button Type-Photcceil 714' - cannot Proof cairn Decals d a 1 PNIA - Ppte fAoun` Adiptorfor use ilm s,1ea ia6as 45 Light Urilci {for 5 or J180 tr ou,rtntri uunti rali,,as or 1 , i Metallic 7e � 1 „% U t 7 G r rna • si rr cr as Jit v.rd. Also a 1 a with } D 27 volt an3f .l.,r �n itlt • fitx•t PF trap u n s u 1 I , th 2. u ?h1A t � 2 -- I I- `it noted t ,# i t LP� a Q Cklarcoa �. p. � Pfa€Aft - Fr e P1aari Adaptor for use v;lth round pale.. Gonsuitfactor;•. (for s r;rD180 mounting configurations only) Metallic.; 2 t€ r poitrfrarbonttfe lin rs requirod on an Uplight Pdlediurri fixture in Irl CFL2 or 42 e R3, rte grass lens r1fPu1 CFL Coptrol Woitags Dimming t3altastt' 34 - Ohm tetanic; c 3 must r� � rdF� „" 5 P r •� a e t ^td ` V1 PLS) accessar'� L td. ,.1t,. cl athon t bl €� a;14 M m �, ba, o.,iur - a9 Glnrl� �.,17 Y t 1 j G- Coaferl ip1H or PS?viH f_arFap U 3 For international vnlrages, consuls factory. 5071 - Sandby Quz,tz (ime Dara,)' 2I C,'na#u rrr r 55 - Black # SON - Standby ©uai _ r,�., Tom, Ge a. � s ai fl C .- 5 r, , ,rill 'r � .ra s. t ["rf, n e t_ l factory f t � i i . 4 3 - J ,r _ i to civ ,1 b o v t din n )a .its }r a tlr {�on"u t actor for battery back-up a L1fi 7 } a , t y ? r S 3 5tl -. Wrote i 3pt:on- F Erre gonu;.ruatt l 5- Tamper -proof Sore;vrlrivarmust be ordered separately (See Accessory Ordering lnformation) (sapP.rate'!2_QvcHcurt, Hl) on .- Dwk.Red ly}' 5 1 _. Ertl •Two Emetgenoy, Quartzr QL Aztec Silver 6- CFL Oimminr Control.by others. (2 separate 120V circuits - HID onlv)' Metallic r m to f H r eta 101) 7 HID � e.5�and'rDaresu supplied n. 1L0� uurL m , lDtarto,ra es {tC m ooze 8n - n rJ a g aQ - F1_ a r� u k u p R P C atle c l{ t#irought 250 are supplied with a IW ,vatt 12DV qua, z l .mp, HIO la#rep wattage 400 i, supp4n :rrith a 250 EM - Cee Eraercency 12V Circt,et Rr,:lssan'.kiih Hatt, 120 U Lariz lam' I' 36 4�a:i ralagen, Lamp'.' •_. wt- 4 n _'oft, s is,m h -ar : r vinr:y ri Ft.�i bl on 1 0 .tat# minnllum HT t x ure. , HID €Ma to es 10 G , Jug 175'are s.tpr(ttt.e r i t a afJ EiJ11 L - One Ether enc t2V Circuit Protisiarl vent , 120V qua�rtzlarrips. 250 and <1D0 watt HPC; fixtures; are supplied w tt, two 100 watt, 120V quirt, ;antes. • Less Halogen Lamplo 9 li8t,o-ry. back up available on srngl#, double and triple t 21 or 277 voltage specific units for U.S. zEAt Tau Crne-gency 1 2 %„=tun Prov -signs 7rF f 1 r ,.. fie r . PI �� •^ n Line cit © -H �0 0 7 when ' ,r option. Dn double antl .�+ app ,otic s.. �usr, chi ga c voltage ae !.. 2 or 27 �r ter, oroe ttrg ;itis apt n daub t,r,n (e± 35 Watt Naagan Lamps triple uric., one lat11p,rttlt be energized by.battery Back -tip (BBp option. Consult scoot}' for specific Moans Etfi2LL • T;ao Emerganc,,12ti Ci,,cuit Provisiem or C, rs,7. tots application compliance, sle ze Ye er l s ) e r >...a Lass H lagan Lamp 11 011ila, C,. _ .a.t v Ch .t, -t. 1_ til Separalr cuil,s, t. i#. rdd. LL -Less Lamp . Description Order Number Description Ittf07 Number FK12G Sen le fusira FK128T GBWS PLS PoI carbonate Shield tar Small 1:1278G - -11-1-1....._ ..0 . - .. Q_ FK277-- Singles uslj li... ___ ------ 1__-___1_1__-_ .FK2l1 _ �BWNi PI.S Poiitrt inn#F Shteld.for,lediLrn _.._..--___-1_--___-____77"07 11 _ K208, 2x10 -Double Fusing( .. _ -. 713 ?JCi 2 i`?-, _SW BL �5urface 4lJtrpr cot <._... 1731.5081 E _ .... } F3 n F'41 Cr Dr K4£3 r C oubla sl u O E` 8 'D �ttn r ❑� $c o>,vdr'ver _ SG t r t3 p t FK347 Single Fusing FK347 a + Available on lilt# ext tips only. ro be rnsfaded in a coat �tlb1,.=uncfioa acx supplied b, cantrac�o:. ±B }' 4r P r Ap 1 + Availab4e ori HID rv9eritutti fixture raiN}. Fusing to bfi irtstaltari iii e comp tibia junction box sup Part b} cont +t:t SW BLK Prot compatible w th PRi1A or PMAR option. 0_—_-- . - Project _ .D 2007FixtureTypc >c I_SI INDUSTRIES INC. ACC w ,c; Z,, ,T W _ Catalog k____,________ _ I . WAL*MARTK"OU&NI D TAPE ED S TE Ld E ROUND TAPERED STEEL POLES Round Iapered Steel Poles from 1,.51 Lighbrig SIste€ns enhance lighting desicgrls with BOL. c°I � � _ � �_— _ � m.__.. 1 their durable aesthetics. For- pleasing, aesthetics that last, specify LSI Round Stet#-12-itr°ag. � t 1�-17 8 : _i i �-ie-IV` 4.1 I - 12" sq. Tapered Poles. - SPEC1FICATIONS ?OLE SHAT' ANCHOR laor)_Z� FINISHES . 1i^�ti to ' Irsaltcrrstc / . 17111'aoltchia ra-u�rt,r.w . Zole shaft is electro -welded Pries are iumished tilith anchor Each steal polo is finished with V � A a95 Grade,Ar Steel tuning 5rfits featuring zinc -111 atI dd double fiuraG€ip ,LSI Lig'r ting 3ysterils' a a s nith a mintmrtttn yield strength nuts an f waslhsr5 izxtvanized revollu ionaiy superior baked --ort 6tatied - - &totted .- SiOttQd — $7raticd .- __11 _ of 55,000 psi. On Taiian Mount anchor bolls are op,< dnlal. Anchar polyester-povvtter finishltlg process, . � r Gircr� it' 12" slom ' 14,I Steel poles, testan is 2-318 O.D. traits cpnfornt W AS, M -A36 to govt; the stole at1 cppttpralh} M.-- iigh-strenglthpipe, Tenon is with arninimufn,,Pfdstrength actaGtlyeappC:ararir.Tt76.prC9C8SS ARhorBattsm x_.. I'x3� � ^^.:..-_1'..wb" 1-1/4'X05 1-11A'x4e' _�_. {-314" in'lengtrl. of 36,000 psi. electirostatitally applies and Avc4ratoifPta}eettoe_._ �° � 4>____._,_________L_s � 5. therrftall ruses a polyester ptrvvdor Bei s Plats ilnerisrons 1B if&'x i°thk: -i�° x 1^th 12'x i *r °thR. is syz'x 1-1t4 ui HAND -1- LE GROUNDLUG y _ ,_._...._ __.�.-- ,...-,- r . to the idle, This unique pr'otecticirn dote. case plate itius�iiors,-rwiy r4anor "out nttiii�. cosi not w6 lar sattin anctsar bohs_ Consrrtt fastary for Tho base plate wiritands. itandar�d hand -ogle JuLaticln Is Ground lug Iv standard. pro ass provides art:exirtlrnir fy Tom' 12" above pole tease. HartltWtrale E?E IPL; t RECF#�T';wC l E smooth and uni#of rrt finist to -- __.�._.�_ �.- - I is 4'x 6 `and serrtiDrr�d. Withstand extrem! p weatrsr DE INFO � Select a ropdate choice fro tt each column to fof#tttl€atti osier code. Refer ort example tlriiavv. weatherproof fsi p,aF, receptacle AP P SASE tS optional. CdtritBS Vyltt7alfr crBG cif} Uf i v ___ - _ __,____�-� 'ole base is ASTM -A36 hot -rolled peeling. DurraGrip nlnish. features a eat® Materiae lie ght � � �aanitns pati rinislt —4 � 8110 rs series Couitguraltsn lfosf plate with a minirrturi yield t3Cgtli`D FAULT LT two yeas r clinical warraniy. Standard �._ r _ _ rtrertgth Of 36,OOQ rusi. Tvaa lase CIRCUIT II�iTEI.Ri iPTEIt firxsit cru,ars;a,�r3llabte for pD pru Tiattndiaperedi'ote -Wrlffiir's zo'f v --Bronze p Grou d fiautt.circiit interni ter bTorize, blas lactic m. lus, buff, for 010-0 Mount s 111 of ea. steel 2s . ..t k -1 . sing coli`° ,x. ram cover is optional. P ' " p•lia#tr°atterra 37` = trip Piatiri�tn Plus is optional. white, and groom, - �- - �nrt i 3' [ gt1F-Du1i r<- ` � c r 39' t- WHT-iNfslte f.AO ;.ass k1&t1Ar Its ptiaftali')tirat]rip Plusfeat,�,es ��; otii�--,srfs�n I rdci�rd6opttnn& addAe protection +riith a 3 0 to 5.0 ROUNb TAPERED STEEL POLES rail ttticlmi?s5 of polyester-powdcl' serge Tapered Poir� ` R,_... SF - PT Polo Top Mount Standard 3, and DF rndre P"Pacati4rm at@ iaeatcd I�GLE SELEC TIOKI t I;ART finish plus an inner ur atlntg, T flis for le Trop Mania - - ..--- 314 at the tight of i#ea pe#e 6Qtrt flit base, exc�,rt specially Glf veiUpDd inner coating STPD Juposuffi pole welcwon • an 2e' triose. Maximum Ihetttirt for SF and M ecce I (steel r'c)uhd faperc-cl pales) is a thermal plastic hvdrgcarbon Rourirl Tatpurad Petry draft on app tette pogo, fa _ Tenv» Kuiunt _ praparatlons slit 20' poles.IsIa° from the Use, Helgirt EPrr(FT")P Py___ -C Roto I t&SitlappiiDdtU ttefrisis5ofthe to �orirsn€tlrga (standard unksso?Fterkrfsearra111111. tt --__- 70 MPH so MPH 8D MIRPI lett MPHCircle pole to scat and prated against tTr� N - stze is 2' pipit) . 20' 33.3 24.8 18.8 14.e. `51t s a. , �: altnovheric and corrosive matter, . 2V ;ii. 22 0s . 17-0 Mb $11 Ca. N 11, puraGhp Plus imish features a fats- � m ------I 3a' a0.r - z 0 1$.p _ It.7 314 sa. _ year limited warranty. � I t 35 30 1 ry 21:1 14 � 10,5 $11 Ga, a 39 2r 11 ia,5 4 12,0 8.4 31113,: .o EXAMPLE OF A TYPICAL ORDIE-E8 ` I TPBO. 11 _i PL SF a9 61.t 36:9 27,1 26.2 $rJ7 Ga, S `:tee flood L€gt2ting 9raakeis Bolt-On;page till). 45`° 42,3 ~ 31.4 . 24.0 18,5 S07Ga. T . 5V. 2&!) 21-.G ;,.s 11.7 S107 Ga, , _,..., r AER �RGaFtM BI{T DRILLING I,�CAt►} - 45r inns 5 jsrIll are "tfaec&: itaiitim is sor and lop It 711 G,111e+nlnatre total weipitt (Accessorles are field installed] 1 Sldn ?xcecds 250 obs-, cpnsulf fa4iory: B G rriCtet#EPAdasiaai ifcrcar atEfr4»^.cotton. Ductfp#tstt Dlydernumber � Hand tattle . k. 2D RTRC Natmd ARS B tee Cover - 164168' 1 Al—k_4 � : X _ csllrat+v tl�t:e steps t delerralint: lite iurrriritliref pal d._ DAT x 25 RT80 Round ABS Base cover 3641 a9' : ' i D9D` X X O.Mbinrstiosrt For your appltcotion. 30 FURC Rou»d M Base cover 0' ifi426 j - Select luminialre frarri Luminai€s Ordering information. 35 RT6G Round ABS ffm eCoyte 164201 ° stae- ---�- ---.-. .saes re°' _~ X -�--X . k _- , - - - .e. t .8., T12T* . x i _ I ;aCtGt l)r2Ci(i81 Cttnfiguralifan. 39 RTBC bound Alt$ Soso Cover (5070} 1&42{+2' QSp x x ?( ; Refer to Lurmimire EPA Chart to determine EPA valae. ..46156 RT80tound ABs Base coler- 164204* stn Foo - -- r Select Height of prole. � ( s I t H2 Vl"oafiierprQef ATT firtptex Re9epfacla t 2258$PLr 4ouitia Esq X , X { Select M" its match the wind Speed in the application area, y GFI Croutid fault RTP coon inteeruptnr 122c,89PLT- aloe 'othertwo iucaflonsWill bi 17T10141leu sad 11914 Of S10 A Confirm the Ipole Ei'tt that is equal to or exceo ds the hurrtlnairelbnackel EPA as was previously determined. a^ .. 1' hliCyR .Nut Enver {;Jet) 142805CLR (hatt"Ole$me) ;tele: Consug fadoty for custom vadaftl SWI;[ani 1 IM' NTCVR - Nut Gaver(sef) . - _~ 144654CU3 - SFand aF pole preps EQns are Iacated V4 of the he< gh, 3NE-NECiE SNAFi Two-PtECtE SHAFT - -- - --- of the polo from the tease, 0tcepi ori 2a' Rotes A 44murnl --- r p ... _. rortt�pstlpic tYrttt 3l4= ;d i° aocho fras" *ht for 8F and Df pl�ra A Geos x120' poW is Panel t'ota Tof SHAFT ,.w _ r �._ , 801TOM SHAFT _� ^°'CrtnrpatDrrit swG 1 1(4 amho bo ss ort y - ' " - 13` tmm ttio base, ml -.ss at wwiao sw4iled: Heigh i BoNairn Tal _ _�. Netw Top sort-Lnnglh t Tole ®ottmn LettgT . 20` 1_;801 OLD. 3.iiiD.r), 45' 3,E5"Q,rt. G83'O.p, 2t'_CS' 6.43"f4.p. tO,eQ iI.D. 25' 6 ,c 25'-6.isa'L".D. 3.10`D2- 5C' VY 0A 5,99'[;.0.; 28'-;1 6;43-01L,to.ap'U.D. 2rv-6a 30, 7 5a O:.U. $.3rF a.D. ; .. - . _ _ .. X35' 8.50'0..D, a.vr o.b. LSI INDUSTf2IES INC. t All Lighting Systems' polars am guaranteted to meet the EPA requfroments flsted, LSI t.lghting SSystems is not responsrofe if a pole onto€ has a 33' _95-T OM. a o..D. 3 54' a.ri. ,�? ttiv rer. EPA rating ttlal� ttae Indicated wind loacding xone where the pole will be 1oc11teti, Caution; TixtS guarantee does not apply if the poktibrackefl - - 1(300ti AiliartCe Road fixture combination is used to support Jay otH�er Item such a? flags, Pennants, or salons, wrttit► would acid stress to file pole. Lal aigfrltmg Gyms 39'1 a 5n' a.f1. I Cincinnati, Orlin 4S1�t2 Cannot accept msporrsieilily 19r harm or dameage caused in these.shi.tationst No'e- Pate catcufatICmS include a 1.3 gust factor over steady wind {$00)436-7800 FAX(513)984-T335 velocity. Exarrlpfe-stoles designed to wfttamd 90 MPH sleady Wind wild withstmrid: gimts to 104 MPH. EPAs are for locations loci miles airray from Extension 3271 Cher{ Kieffer I iiuftana 00011 fates. NOtet Hurricane oceam lines are tote Atlantic acrd -Gulf of Mdxico coastal areas, E-ma:1: cl)et'i,kWf"lsi-Indttstries,ct�m rr 1,odustxie-5, www.1si-indtjstries.com LIGHT FIXTURE "E" H i LTo Na WALL SCONCE (Various reflectors are protected by US, Patent No, 6,464,378.) HOUSING - The one -place die -formed aluminum half -cylindrical housing is designed for 11 downlight only, uplight only, and combination uplighYdovinlight applications. All mounting mit �r ., hardware is stainless steel or electro -zinc *led steel. � � � ' t WALL MOUNT -A galvanized -steel universal wall mounting play easily mounts directly to a x=� t 4" octagonal or square yundiari box. An EPW gasket is supplied to be installed between = #g t• the t' b E mounting plate and unc ►an box, sea,tn the junction box from eTliran e of writer. The , � f , 8 n G l� 9 f galvanized -steel universal plate ailoves the fixture to securely attach to the mounting plate �� ­ usinga unique dam i design which is locked Into lace with two hex -head screws. The t� may.. Qu pingP = ��. _ universal plat permits the fixture to be mounted in the uplighting or downlighting position. �" Downlight fixture used in uptight position is listed for damp(covered) locations. DOOR FRAME -The aluminum pan stye doorframe mounts to the housing using two n -� j� stainless steel, recessed and captive fasteners for easy access into the fixture: A one-piece inset tESNA extruded silicone et seats the door frame a ainst the hMin , The door svti open its cult vUtort g g ngs p cl ul5htcatian. and is held in place by a wire retainer; (Doyirnlight Only) LENSMASKET - A flat clear tempered glass dowr*ght lens is sealed to the door with a one piece EPDM gasket, The uplight lens utilizes a diffused tempered gins lens secured ,Mth multiple lens clips and a one-piece extruded silicone gasket. An optional polycarbonate dovinlightcens is waglable on most Compact Fluorescent fixtures: ;SOCKETS -.HID lamp hoidersare glazed porcelain, medium base for wattages up to 175 watts (except FTN and FIN distributions, which are mogul base) and mogul base for 250 O 0 . m %, Q viatt - both are 4KV pulse rated, The Compact Fluot`escenl fixtures feature a one-piece /' h (146mm) thermoplastic socket: 5-45u4" a .0 Q4 LIGHT SOURCES -Tire fixture is designed to operate with horizontal Pulse -Start Metal Halide, ,� Super metal Halide, Metal Halide, High Pnessire, Sodium and single or double Compact (147rttm) HID Fluorescent lamps; Lamps supplied as standard -HID (clear, shipped installed) and 7. W Compact Fluorescent (coated, 4100K, shipped in separate carton), universal Mounting Prate Top View BALLASTS/ELECTRICAL COMPONENTS - Elecitfcal components are factory -mounted in tz mm) Junction sox housing and prowired with voltage speclfic leads which extend from the back of #)a unit I I 1 Il V cc terfine through a rubber grommet. This grornmet prevents the entry of insects, dust, and moisture (20301m) into the flAure. The reed to open the fkture to make wiring connections is eliminated, e' thus mall; installation uick and p0 9t►-Piw (tope 5 ng q W. UL listed HID components vdith hi ver teeter 4�,he ballasts rated for -26'F starting. Compact. fluorescent ballasts are Electronic Universal tF Voltam (1207277V,, 50160Hz) ar 347V (6OHz), 0' F start nog. Compact Fluorescent fixtures I I 1 with UE Universal Elech volts are available +4xfh an o tionai dimming Bast for } _ cuautnl) 2a° I 1 (g 1s i) 1 ( oJrgG} voltage p ;11 � ba � � multiple types of controls such as building lighting controls and txx;uipancy sensors. Baatlaryr Front view side mew backup is available for 1120 or 277 voltage only. Available battery back -Lip is voltage specific with 32°17 rated starting li mperahtre for U.S, applications for 26 watt through 42 watt lamps. Cortstllt:factory for available viattages and voltages for use in Canada, - EMERGENCY OPERATION - variety of integral emergency Yopti ons are available to comply with Life Safety Codes which require emergency lighting along fire path of egress on the building's exterior, so buildingoccupants can exit safe) Inle ral Emer Battery Back - R Y 9 9e! 1 .0 tion is Table C t aver an Compact Fluarescen units Ener ens' Quartz tions are offered p p� y op g options on HID urrais, Options for one or two 12 volt separate circulus}, tot use vnth up to 35 watt Halogen !amp(s) are available on ooot Compact Fluora snt and HID units. � REFLECTORS/DISTRIBUTION PATTERNS - Multiple reflector systems are available to deliver a Harrow, Ville or wall wash pa#em, r I'll. I' i - t Dovrnit tit Fa rar . F I a T I rw d Thrava FTM T Wa Waste nd r: Il 3 reik:ctars: ( g ) W4lU} YP { ) Uplic;tllt & IJcnrrfrtlight Combination Uplight- Wall Wash (WW), Up & Dmunlight Combirtattion- Fonlrard Throw Wth 10% uplight (FTM 10, FI -10), Typr;, Ill with 10% uplight (31.0), Forward Throw with narrow uplight (FTN), Forward Throw with ,. calalo rr�, s ;< n Ger si, Nei M @s. Le mm" ut, iHidth mm t Nei n. 0 t9 I { n. M mor i 9 m� t ) t ) 9 i ) wide uplight (F rM, Type III with narrow uplight (M), and Type Ill with wide uplight (3W), HIWSD - HID 11/24 616, 2425 3941 15.5 343 r 13 FINISHES -.Each fixture is finished Ah LSTs DuraGrips,polyester powder iillishirtg process. HINtS-- CFL Fl. 3,'17 cis ' 24 2s 334 r 15:6 843 11a The DuraGrip finish withstands extreme weather changes without cracking or peeling and HiwsU- HID 10.22 air: 24-25 394115.5 343113 IS guaranteed for five til ears. Standard colors include bronze black platinum lug buff, HllOS -HID 11 124 816124.25 .394 t 15.5 348. 19 9 Y � .P P white, satin verde green, metallic sliver: and graphite, HNVS - CFL .8r 17 616124.25 394 i 15.5 '34S,'13 DECAL STRIPING - LSi offers optional color-mord'utated decks in 9standard colors to went the fixture. Decals are guaranteed for 5 years against peeling, cracking or fading. PHOTOMETRICS - Please visit our i#ab site at unirwAl-irdustries,eom for detailed Dow0glit ustid in upligiN itio Is Woo for da Jas n m tocetto»s. photometric data: C �L OS covered locations P P tint ;Vat 14tOnM &fA Project Name Wal-Mart t Fixture Type 11A t c, 2007 LSI INDUSTRIES INC. a :5 . , K-14. Catalog # HIWSD 3 70 MM F 277 BUF i HILTCINO WALL SCONCE LUMINAIRE ORDERiNG INFORMATION Him, I3 - Type 3 wide (Downlight) FT - Forvmrd Throw WW - Wall Wash I IVI - rat Medium (Uptight) Wet Location Listed nrwb (Uplight and Downlight Combo.) 31.0 -Type 3,1.0% Up FTIO -Type FT, 10% Up 3N - Type 3, Narrow Up 3W - Type 3, Wide Up FTN - Fondiard Throe}r, M F - Ffat Clear FTM10 - Foravard Throw SMH -Super Metal Halide 250 Wa.t Medium, 10% Up 50 PSMH - Pulse -Start Motal Halide 250 Watt F - Ffat Clear 70 SMH -Super Metal Halide 250 Wa.t Tempered Glass 100 MH - Metal Halide 347 i50 501 70,1001,1501,176, 250 Watt SVG -Satin Verde 175 HPS - High Pressure Sodium 277 150'- 50 70,1011,154 %Plalt 26 CFL ornpact uoresceKtt - tat Clear-' 32 Single 26, 32,42: 377 74Watt Tempered tGlas' 42 CFL2 - Compact Fluorescent 57 Double 25, 32, 42 Watt FPC - Flat clear 70 GFL - Compact Fluorescent Polywrbonate Single 26, 32, 42 Watt ,9 - e a i e 120 BRZ - Bronze 208 BILK - Black 240 WHT -White 277 PLP - Platinum Plus 347 BUF - Buff 480 SVG -Satin Verde E - Universal Electronic tarsen (120v -277v 50/6OHz) GPT - Oraphile MSV - Metallic Silver 347 (60Hz)7 HUNS 310 175 f�H F 120 BRZ 45 rJi,cu - 11u UUn-I_ypt !-wra�aa EXAMPLE �F F1 TYPICAL QRQEfI P01206 Button -Type Photocell FC1240 - Button- Tt a t3f;oto^ell �p PCt277 - Button- ypo Photocell a1111� PCI347 - Buttoh-T+spa Photocell 1- Listed for nt locations (Downl4lit Only] Listed for damp locations If used for uplight (in covered lecatlons'only). TP - Tamper Proorr 2- 250 watt available avith Forord Throw or Forward Throw Combo distribution only. PNIIA - Pole Mount Adaptor for use Willi square poles 3- Supplied with an HX•HPF transformer as standard. Also available with a 120°277 volt CVVA transformer. Consult (tor S a 0184 mounting conrlgti Minns only) factory, Pi4LAR - Pole MWIAt Atlapior for use vi'ith ronn(t poles far 5V D180 nlonnting conliglrrafiolls Only) 4- 56MH not avallable in FTN or FTW distributions. DIUI - CFL Control Volta e Dimming Miss? 5- FPC lens avallabfe on Do',ynlight feature only C r Coated MH or PSMHamp SLIT - Standby ,auartz Mine Delriol i ° 6- For International voltages. consult factoy. SON - Standbli Quartz;Non-Tiriebelay) "' 4?OT'r D" old 7. 347 tizolt CFL Is not available with dlmmIng ballast ;DIM) aptlon. Consult factory for battery kaok-up (96) option. EQ - Emergancy Quartz tit Go Ilc 8- Tamper -proof Screvidriver Must be orderad separately. Sao Accessorles, (se`rwate 1 0ti ncycirQt HID only) 1c, Efl2 - t>`vm Einerggenay Quartz 20 - Charcoal 6- CFL Dlmrning Control by others. (2 se 'tra[e 124tr circuits HID dolt) l a Metallic 10- HID lamp wattages 50 and 70 are supplied vAth a 50 watt, 120V quartz lamp. HID lamp wattages 100 trough 250 U = 8FL (Battery Back-upi' 94 Blue Metallic ENi1. One Emergency 12tr Circuit PrgAsion r are supplied uvlth:a 100 ;<�rtt, 120V quartz lamp. v,rlth 35i Watt Halogo" Lamp1�� a9 - Dark Gtaogl 11- At±allabfe on 104 zratt minimum HID fixtures. HID tamp Voltages 143 itlrough 175 are supplt2d. xithh,rro 571 vratt, EM1LL- 0tne Eslterganvy 12 v Circti t 21- Tomato Ret. 120V quartz lamps. 250 watt HID fixtures are supplied yr th two 106 watt. 120V quartz lamps. Provfskon - Less Haloggen Lamp'' 55 - Black 12- Battery Back-up available on single and double 12D or 277 voltage specific units n4th 26 through 42 vmttlamps for U.S. EM2 - TKo 8ttergenc�v 12UGIrcu9 Pro*ions 511 _ White appplicailons, Please change Line Volta ppaa of UE to 120 or2777 Moen ordering this option, 4n doubhi units, one lamp mull 2i+ 35 Matt 1 Salagen Lonips yin y ark Rett v,dll be energized by battery back-up tB8) option. Consult factory for specific Means of Egress lob application EM2LL T do Emergenc, 12V U cult 70. Aztec Sliver compliance. Praftfom- Lem Halogen Latnpsi-i Metallic 13- Utilizes G`F6,35 saekel(sj, 12 keolt separate circult(s) required. LL- Less Lamp Descm, t -ion order number pescriphon Dirtier Narobor FK120 - Single Fusing FK120+ PLS - PolycarbonAle Shield205254++ FK277 - Sinale Fusina FK277+ SW - 5luIbCe Wiring ox 173156BILK DFK208, 240 Doublri Fusing DFK208, 240} SCD - braper proof Screwdriver 36449 FK347 - Single Fusing FK347+ +Available on HID fixture only. Fmii)g to ne instated tit a c'otnpatitlla IL,nctien hex supplier) by contractor. DFK480 - Double Fusing DFK440+ ++kmilaWtt ondoylnnghtfoatureonlp. w Project Name Wal-Mart I Fixture Type 11'A I � 2607 HIWSD 3 70 MH F 277 BLIF LSI INDUSTRIES INC. ArWV.,,y,,mr,.54-r1Y,b,. Catalog# r sr s t-1-.04:11b,',Dlewherr. Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797.4497 FAX: 434.797.4341 0) L �i y 70 54, 70, 1003, 150,175,'>h.'O F -Fiat Diffused 208 5/15/09 108 HPS - High Pressure Sodium Tempered Glass 240 BY 150 50, 70,100,150 Watt 277 175 347 480 mpac - uarescen E nivaisal Electron 32 Single 26i, 32, 42 Watt (120v -277v 50160Hz) r 50 PSMH - Pulse -Start Metal Hanot, 250 Watt 120 70 SMH -Super Metal Halide 250 Vvrut F - Flat Clear 208 100 MH -Metal Halide . Tempered Glass 240 150 50'x, 70, 1003,150,175, 250 Watt 277 Up 175 HPS - High Pressure Sodium 1 347 250'- 50 70 100 150 Watt 480 2fi I. o scent C - Compact Fluorescent _ F Fiat Clear c UE - Universal Electron 32 Single 26, 32, 42, 57, 70 Matt Tempered Glass (124v -277v 50160Hz) 42 CFL2 - Compact Fluorescent FPC - Flat Clear 57 Double 26 32, 42 Watt PolyeWrb0aate5 347 (6{lWY HUNS 310 175 f�H F 120 BRZ 45 rJi,cu - 11u UUn-I_ypt !-wra�aa EXAMPLE �F F1 TYPICAL QRQEfI P01206 Button -Type Photocell FC1240 - Button- Tt a t3f;oto^ell �p PCt277 - Button- ypo Photocell a1111� PCI347 - Buttoh-T+spa Photocell 1- Listed for nt locations (Downl4lit Only] Listed for damp locations If used for uplight (in covered lecatlons'only). TP - Tamper Proorr 2- 250 watt available avith Forord Throw or Forward Throw Combo distribution only. PNIIA - Pole Mount Adaptor for use Willi square poles 3- Supplied with an HX•HPF transformer as standard. Also available with a 120°277 volt CVVA transformer. Consult (tor S a 0184 mounting conrlgti Minns only) factory, Pi4LAR - Pole MWIAt Atlapior for use vi'ith ronn(t poles far 5V D180 nlonnting conliglrrafiolls Only) 4- 56MH not avallable in FTN or FTW distributions. DIUI - CFL Control Volta e Dimming Miss? 5- FPC lens avallabfe on Do',ynlight feature only C r Coated MH or PSMHamp SLIT - Standby ,auartz Mine Delriol i ° 6- For International voltages. consult factoy. SON - Standbli Quartz;Non-Tiriebelay) "' 4?OT'r D" old 7. 347 tizolt CFL Is not available with dlmmIng ballast ;DIM) aptlon. Consult factory for battery kaok-up (96) option. EQ - Emergancy Quartz tit Go Ilc 8- Tamper -proof Screvidriver Must be orderad separately. Sao Accessorles, (se`rwate 1 0ti ncycirQt HID only) 1c, Efl2 - t>`vm Einerggenay Quartz 20 - Charcoal 6- CFL Dlmrning Control by others. (2 se 'tra[e 124tr circuits HID dolt) l a Metallic 10- HID lamp wattages 50 and 70 are supplied vAth a 50 watt, 120V quartz lamp. HID lamp wattages 100 trough 250 U = 8FL (Battery Back-upi' 94 Blue Metallic ENi1. One Emergency 12tr Circuit PrgAsion r are supplied uvlth:a 100 ;<�rtt, 120V quartz lamp. v,rlth 35i Watt Halogo" Lamp1�� a9 - Dark Gtaogl 11- At±allabfe on 104 zratt minimum HID fixtures. HID tamp Voltages 143 itlrough 175 are supplt2d. xithh,rro 571 vratt, EM1LL- 0tne Eslterganvy 12 v Circti t 21- Tomato Ret. 120V quartz lamps. 250 watt HID fixtures are supplied yr th two 106 watt. 120V quartz lamps. Provfskon - Less Haloggen Lamp'' 55 - Black 12- Battery Back-up available on single and double 12D or 277 voltage specific units n4th 26 through 42 vmttlamps for U.S. EM2 - TKo 8ttergenc�v 12UGIrcu9 Pro*ions 511 _ White appplicailons, Please change Line Volta ppaa of UE to 120 or2777 Moen ordering this option, 4n doubhi units, one lamp mull 2i+ 35 Matt 1 Salagen Lonips yin y ark Rett v,dll be energized by battery back-up tB8) option. Consult factory for specific Means of Egress lob application EM2LL T do Emergenc, 12V U cult 70. Aztec Sliver compliance. Praftfom- Lem Halogen Latnpsi-i Metallic 13- Utilizes G`F6,35 saekel(sj, 12 keolt separate circult(s) required. LL- Less Lamp Descm, t -ion order number pescriphon Dirtier Narobor FK120 - Single Fusing FK120+ PLS - PolycarbonAle Shield205254++ FK277 - Sinale Fusina FK277+ SW - 5luIbCe Wiring ox 173156BILK DFK208, 240 Doublri Fusing DFK208, 240} SCD - braper proof Screwdriver 36449 FK347 - Single Fusing FK347+ +Available on HID fixture only. Fmii)g to ne instated tit a c'otnpatitlla IL,nctien hex supplier) by contractor. DFK480 - Double Fusing DFK440+ ++kmilaWtt ondoylnnghtfoatureonlp. w Project Name Wal-Mart I Fixture Type 11'A I � 2607 HIWSD 3 70 MH F 277 BLIF LSI INDUSTRIES INC. ArWV.,,y,,mr,.54-r1Y,b,. Catalog# r sr s t-1-.04:11b,',Dlewherr. Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434,797.4497 FAX: 434.797.4341 0) L �i y to - lir a) 4-+ CZ T 4__+ W UJ W Wrr —00 v oC V) CU CUE . CZ SEAL KEY PLAN SCALE co C ns - O a Z =; C aaJ z 0 a) d 2 1 6/8/09 MAT I MISC REVISIONS t 5/15/09 MAT 0 00 �C U) = DATE BY Description to - lir a) 4-+ CZ T 4__+ W UJ W Wrr —00 v oC V) CU CUE . CZ SEAL KEY PLAN SCALE co C ns - O a Z =; C aaJ z 0 a) d 2 1 6/8/09 MAT I MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE LIGHTING CUTSHEETS EXHIBIT PROJECT NO.jQQ' C-8. 1 SHEET NO. Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 LMA 4 D e w b e r r 1% MISC REVISIONS Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797.4341 LMA 4 6/8/09 1% MISC REVISIONS 1 5/15/09 MAT 00 No. DATE BY Description w CHECKED BY i E 0 �0) �> CDC D a 1 SEAL KEY PLAN SCALE 2 1 6/8/09 MAT I MISC REVISIONS 1 5/15/09 MAT PER COUNTY COMM. No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY RKR CHECKED BY 04/13/09 DATE TITLE LIGHTING CUTSHEETS EXHIBIT PROJECT NO. 50011382 C-8.2 SHEET NO. . ttlisaipav*'Dewberr 30"1/4" WIDE BY 1" DEEP sr>� SAW CUT. FILL WITH ssn �� ALL SIGNS SHALL COMPLY 'NTH U.S. DEPARTMENT OF PAVEMENT SEALANT. A e°nea crry eis"s. reasa w:e. :rw s :y�..a rssn,eob „wn TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'SEQ MAKE SAW CUT -- ► "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES PCC JOINT DETAIL BLOW-UP PCJOI TN DETAIL BLOW-UP IMMEDIATELY PRIOR AND AS SPECIFIED, MOUNT SIGNS TO POST IN ACCORDANCE TO INSTALLING PAVEMENT WITH MANUFACTURER'S INSTRUCTIONS. CURBED ISLAND LAYOUT PER STRIPING DETAIL/SITE ALAN EQ SEALANT. nE�AFI. � �� (FIRST PLACEMENT) (SECOND PLACEMENT) E 1 1 6 Dewberry & Davis, Inc. naw DANVILLE O 24540'..�•5T ROAD t•. d PHONE: 434.797.4497 ��." t, .. La(• PAVEMENT r•''� M 1' � PAVEMENT � 4� v. +i FAX: 4 s� 34.797.4341 :f THICKNESS .�� THICKNE z SEE SITE .LAN (SEE PLAN) '' 'r . ,ta+ .'r' ' .. a ' •,y •�. ' •4 � j4'; / � �',r'. �.. • ; � OR DETAIL SHEET ) (SEE PLAN ,4' ,'a; ,•" a"i•. .�• '"��•a'r, PAST WITH F AISLE SIGNS I RESERVED PARKING EQ, EQ, f ----� WHITE LEGEND RED BACKGROUND 3/4" DIAMETE�Z DOWEL FOR 6" THICK PAVEMENTS APPLY CURING COMPOUND ii AND 1/2" DI METER D WEL FOR 4" OR 5" THICK TO SLAB FACE AT A VAN R 1-1 NOTE: PAVEMENTS. DOWELS TO BE 10" LONG CENTERED COVERAGE RATE OF 300 SF ,CURSED ISLAND _ SO- ESSIe 1. SEE PLAN FOR JOINT SPACING. WITH JOINT SPACED AT 18" ON CENTER, MAX PER GALLON TO ACT AS Z SIGNAGE OTHER THAN A BOND BREAKER AT LEAST DOWEL TO BE INSTALLED IN FORM WITH +� ACCESSIBLE ■ " 48 HOURS PRIOR TO PLACING to - (PED XING, STOP, ETC•) S 1 OP SIGN AN APPROVED ALIGNMENT DEVICE. LAYOUT PER STRIPING DETAIL/SITE PLAN N.T.S. LIGHTLY OIL FULL LENGTH OF DOWEL, NEW SLAB. rra C Q POST WITH AISLE SIGNS C CONTRACTION JOINT CONSTRUCTION JOINLLT °U" -CHANNEL POST (2 LBS./FT.) NOTE: THE MIN. HEIGHT \3 LO THE BOTTOM OF THE 7'-0". slcN SHALL BE WAIT AS LONG AS FEASIBLE TO SEAL T -G`. JOINTS TO ALLOW CONCRETE s s I SHRINKAGE TO OCCUR. IF REQUIRED, USE 6" PIPE RE -SAW JOINT IMMEDIATELY PR10R I 36 p BOLLARD FILLED W/ o CONCRETE AND PAINTED a 1/4" WIDE BY 1" DEEP TO INSTALLING SEALANT TO TRAFFIC YELLOW ONLY SAW CUT. FILL WITH ACHIEVE A 1/4 " JOINT WIDTH. WHEN OR IS IN PAVED I �, PAVEMENT SEALANT. 1/`ENSURE JOINT IS CLEAN, DRY AND �l �/ EQ. EQ. AREA OR SIDEWALK ,I I NA�'"i'IART 111 MAKE SAW CUT S }PREPARED PER MANUFACTURER'S PAINTED ENDCAP 90' SEE FREAK AWAY CHANNEL TOP OF SLOPE TOP IMMEDIATELY PRIOR RECOMMENDATIONS, POST WHEN PIPE BOLLARD PAVEMENT11W no OF CONCRETE SAWCUT FULL DEPTH OF SLAB A DISTANCE TO INSTALLING PAVEMENT WN cc 111 9S NOT REQUIRED. CART COMSWnBEPROVIDED BYWAL40' � GROUND/PAYING BACK FROM EXISTING EDGE TO ENSURE A SEALANT. AND ,ASSRBILED,i�STALLEDBVTHECONTRACOF, ■ ro� STRAIGHT EDGE ALONG ENTIRE LENGTH OF ATTHRLGCATIONT5F u aNTH srrEaLAn r.r la'03 - r - SURFACE AISLE SIGN LOCATIONS - 90° PARKING > PAVEMENT. OBTAIN OWNER'S REPRESENTATIVE { ,".: •.."'' ;.• •A, P �,.i`,���...__ N... ... .'. CARTCORRATSAPSTOD PAPrT7DBLACE; V 3500 R.S.I. 4 , p APPROVAL PRIOR TO SAWCUTTING. / PCC JOINT DETA L BLOW-UP :.t• ;�•'' �" s r s e ' P.C. CONCRETE i 1 J I + a & • r ; a �; j , f" ---... 6„ MIN. T/2 BUT NOT < . , NOTES: ! SS THAN 1 4" 1, BOTH SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD �-3" EDITION, WARNING SIGNS W11-•2 (TOP) & W16 -7P (BOTTOM) WITH EQ DOWEL CLIP VEMEP�T SEALANT ' " s 8 A BLACK LEGEND ON A FLUORESCENT YELLOW -GREEN / BY PNA BACKGROUND POST WTH AISLE SIGNS PEDESTRIAN CROSSING" SIGN EO EXISTING PAVEMENT NE PAVEMENT OSED CELL BACKER PO LAYOUT PER STRIPING N.T.S. .^ •�� r .; / _ `f ROD, TYPICALLY 1/8" TO ► DETAIL/SITE E PLAN °.:• _ '.,:.r•: .•". , ,,.f 1 4" LARGER THAN JOINT {••�`"r:tr, rIT6. ,'�.: �•'��. +•*•,,{`r"' at'j •: r'+y ':..� '•.. �•, r�WIDTH. 36" F ":.•. i � Via.,, .1 , � ' j•. a. �. a .r ;:,r; .t�' ° :a' 4 �;i':.1��t;•�,• FIRST4 41 Va VEL-a-'.�.-fes:. "....• �_. ..J,„. ,'4 EDGE OF PAVEMENT OF FACE OF CURB SAWCUT 11 % O PAINTED ENDCAP - 60' " 1" GROUND SURFACE e .11Afi ! i b 2 1/2" 1„ °- o DRILL 1-1/4" DIA. HOLE FOR _ OND SAAWCUT � O U) 12' C7 12" STOP BAR d AISLE SIGN LOCATIONS - FO° PARKING - �- FOR 11/DOWEL EDOWE AND INSTALL 3/4" SQUARE DOWEL (IF REQUIRED C+�� co f 1/2DOWEL WITH NON -SHRINK GROUT. FOR 6" THICK PAVEMENTS. NOTES' in APPLY CURING COMPOUND 1. ENSURE JOINTS ARE CLEAN AND DRY PRIOR TO THE " PARTIAL ELEVATION B'-5" a TO SLAB FACE AT A 1/2„ SQUARE DOWEL FOR APPLICATION OF THE JOINT SEALANT. T � CM C ENSURE GROUT IS FLUSH COVERAGE RATE OF 300 SF 4" TO 5" THICK PAVEMENTS. 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN s CCS = 0 z MAX PER GALLON TO ACT AS SPACE DOWELS AT 18" O.C. CLEANED AND DRIED IN ACCORDANCE WITH SEALANT �--' o WITH FACE OF EXISTING A BOND BREAKER AT LEAST DO NOT GREASE DOWEL. MANUFACTURER'S REQUIREMENTS. � O � 0 48 HOURS PRIOR TO PLACING 3. INSTALL BACKER TOD AT CONSISTENT AND UNIFORM DEPTH. W � = a NEW SLAB. 4. JOINT SEALANT APPLICATION' SHALL BE IN STRICT COMPLIANCE E LAYOUT PER STRIPING] �- � SITE PLAN o U- WITH SEALANT MANUFACTURER'S REQUIREMENTS. 00 0 CURBED ISLAND P CONSTRUCTION JOINT TO EXISTING PAVEMENT PCC JOINT DETAIL BLOW-UP P (TY c � � Cr 5/16" 0 STANDARD 0. GALVANIZED OR ZINC PLATED 51/' p LV x SQUARE OR HEX. HEAD �v MACHINE BOLT WITH NUT'. 5'/' '°" CONCRETE JOINT DETAILS A E 18" PLAN VIEW SEE PLAN N.T.S. POST BATH AISLE SIGNS DTCONJNT 11-19-08Cz 9URRBED ISLAND _ 606 BREAK AWAY CHANNEL POST t 2435 �j NJ.& D NOTE: 1. WORDS AND ARROWS FOP. DRIVEWAYS SHALL WAI,-MART SITE /+ AC f� BE APPLIED ACCORDING TO REQUIREMENTS R9D SI ! G SIGN BASE DETAILS � AS OUTLINED IN SECTION 38 OF THE � CART CORRAS WILL BE FROADED BYNA14JART WN cc BI 1 NU QN UNIFORM TRAFFIC CONTROL AND ASSRiBLEONSTALLED RYTHECOWRACTOR � N.T.S. DEV GES FOR STREETS AND HIGHWAYS ATIHrLOCAP.0NSkNM0NTHESITEPLM • � 2. THESE WORDS AND BAR ARE TO BE C iEv PAINTED REFLECTIVE 'WHITE. CART CCieuhISARGTCBEPANCEDBLACI � t' STOP p t 7 6 4 L 9 DTSIGNCD 112/20/04 STOP BAR 70 N. T. S, oTSTOPBR 12/17/04 HEAVY DUTY FRAME AND COVER STANDARD NOTE: SEE SITE 6" TRAFFIC WHITE THREADED PVC CLEANOUT PLUG- W/ LETTERS "C.C." CAST IN COVER 60' ACCESSIBLE PLAN FOR TVP. 6" SOH. 40 STEEL PIPE FILLED W/ CONC. SPACE (TYP,) TYPE. SYM80L ) WITH TOP ROUNDED. GRADE SURFACE AWAY AS SPECIFIEDF 1 (UNLESS SHOWN OTHERWISE ON SITE PLAN) 1" IN GRASSY AREA BY LOCAL FROM CLEAN OUT } ( 1' TYPICAL CURB I I 0" IN PAVED AREA CODS (TYP.) iJ NON -ADA STANDARD I� STRIPING ISLE (TYP,} 2'^0" d• /'"'� SIGN TO BE i AND GUTTER PAVEMENT OR ; e, I2 ( DIMENSION CHART (60') PLACED AT THE FINISHED GRADE a ,S' /'�,� 9' 8' 8' b 3' 3' LEADING/ .VEAL L / ��. / j (� A B C TRANSVERSE LINES OF THE ADJUSTABLE HEAD hiI N�q 9.50' 18.00' 10,97` CROSSWALK PER r a 4" MIN. 2600 PSI P•C, THE SITE PLAN I 8" WHITE STRIPE a a. 3" COVER' CONCRETE COLLAR { STANDARD 10,00' 18.00' 11,55' U M I 60' SPACES SEE END CAP OYER FOOTING 12" 1 12" 4.3 '9.24' 9.24' ' 9.24` 9.24' �O, (SEE SITE ISLANDS DIETAIL 9.50' 19.00' 10.97' 8EE SITE PLAN 1�',�� p FILL POST wj CONCRETE m PLAN FOR "b X10 SIZE} 10,00' 19,OG' 11.55` Lic. 2500 PSI R.C. N r ACCESS WAY 9.50' 20.00' 10,97` • i���c�Jr CONCRETE MINIMUM �) I (� SIZE OF RISER PIPE PER LOCAL CODES 8' IJ azo M (T ,q 10.00' 20.00' 11.55' f k (TVP.) 11111 I l (i 46' BEND o �a J ¢ a x. z z r r; O ° 0 a 00 0 I CRUSHED STONE PER LOCAL CODES LIGHT POLE: a y °p 000° 0 O o O o f a O o°000 PREFERRED LOCATION. T ! �.�� AL NOTE: Oa Da O opaf lr o0 a ° 40o REFERENCE LATEST SITE 0 0 0 0 0 0 10' 20' 19.36 8.24' +� 1'- " ° a o l o o° 0 DEVELOPMENT GUIDELINES w s C ALL PIPES SHALL BE 6 20 z bo ° a °O o 0 00 Q 00 o FOR SPACING AND DISTANCE 1 "T ' `T' - , PAINTED TRAFFIC YELLOW. "' g a " 0000 O Oo 0 0° O0o °O FROM FRONT OF BUILDING. > u F' KEY PLAN 0 0 ° o 0 0 0 0 ° DIRECTION OF FLOW 5 4i $ - - - < L A. NOTES:, < STEEL PIPE BOLLARD O° ° ° ° _ 0° °°0. 00 ° SEE SITE PLAN 31-.- 1. SEE SITE PLAN FOR TOTAL LAYOUT. � ii_T T Ply x k� 4 N.T.S. - FOR TRAFFIC DTGRDPST 6 24]04 - - P�� �� . PATTERNS AND 4.33' 9.24' 9.24 9.24 9.24' AISLE DIMENSIONS I 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY. °000° OaO�o 60000 - °° OO°00 LIGHT POLE: I. ��I 8" WHITE STRIPE 16" WHITE STRIPES NOTE: 3. ALL DIMENSIONS ARE TO � OF STRIPE 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE 33 a o o PREFERRED LOCATION. m : � I� 24" CENTERS I SIGN TO BE REFERENCE LATEST SITE x UNLESS OTHERWISE INDICATED. 30" L °n PLUG WYE IF SERVICE LATERAL Z p 4" TRAFFIC YELLOW REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE I PLACED B THE DEVELOPMENT GUIDELINES a WYE r ACCESS WAY STRIPING (TYP,) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS LEADING/ DOES NOT CONTINUE FOR SPACING AND DISTANCE $ 4. ALL COLORS AS SHOWN OR AS SPECIFIED ANp HIGHWAYS. TRANSVERSE 19.5" 1"4"2.5 ` 1 -1 p1 1j"�1/ FROM FRONT OF BUILDING, LINES OF THE TRUCK ¢ m BY LOCAL CODES. 2, MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. CROSSWALK PER _ ;., SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION � THE SITE PLAN "' t ENTRANCE I ACCESSIBLE SIGN 3, THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE, TRUCK n ' NOTE: SEE APPLICABLE DETAIL SEE SITE PLAN 10' 20' 22.83' 9.24' SCALE n �r f �° FOR BACKFILL AND BEDDING (TVP,) - (UNLESS SHOWN OTHERWISE ON SITE PLAN) a EXIT i I INSTRUCTIONS. 6 i 4" TRAFFIC YELLOW 4" TRAFFIC BLUE 4" TRAFFIC 6" ARROW RIGHT CLEAN-OUT PERIMETER, STRIPING INTERIOR STRIPE IN YELLOW STRIPING LO I(TYP.) ACCESSIBLE STALL- 2'-0" Q.C. (TYP.) o N, T. S. INTERIOR BLUE STRIPE 17"rS SHALL DIRECTLY ABUT YELLOW PERIMETER STRIPE (TYP.)CROSSWALK PED. CROSSING 6.25" BLACK LEGEND ON WHITE BACKGROUND (TYP} .� 1.5 HORIZONTAL ALIGNMENT (TVP) (� 6 5 � VERTICAL ALIGNMENT (TYP) 6 0 STRIPING D E TA I ARROW UP ALL SIGN LETTERS TO COMPLY WITH STANDARD N. T. S, BLACK ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) DTSSCOUT 12/04/01 A C, C E S I B LE PARKING S YM B C L HHORZONTALNALIGNMEND ON T (TYPTE ) (TVP) "TRUCK ENTRANCE" LOCA'.TE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY DTCRWLKM 04/09/08 VERTICAL ALIGNMENT (TVP} SIGN (W/ARROW "VAN" LETTERING ALL SIGN LETTERS TO COMPLY WITH STANDARD �-1 ALPHABETS FOR HIGHWAY SIGNS (SERIES E 2000) N,T,S. 24" 2'-0"(TYP.) f1 �" 6" TRAFFIC STANDARD NOTE: SEE SITE STANDARD SEE END CAP 3' SIDEWALK WITH 4" WIDE PAINTED TRUCK EXIT �� WHITE (TYP.) PLAN FOR 90' SPACES ISLANDS DETAIL WHITE STRIPES, 2.0' O.C. ® 45' NOTE: ALL TRAFFIC FLOW ARROWS ACCESSIBLE TYPE SYMBOL SIGN W ARROW TO BE SOLID YELLOW REFLECTIVE {SEE SITE DIMENSION CHART (90') LIMITS OF CONS RUCTION B TRAFFIC PAINT PER SPACE AS SPECIFIED N.T.S. (r� DIMENSIONS ABOVE, (TYP,) BY LOCAL NON -ADA STANDARD PLAN FOR DIRECTIONAL ARROW PER SIZE) A B WAL-MART STANDARD DETAIL -L CODES (TYP.) STRIPING ISLE (TYP.) 9.5' 18.0' c¢`J m 5' $' B' 5' 8' 8' 8' 8' 3' RESERVED fi"(TVP.) A 9,5' 19.0' PARKING (TVP.) THIS SIGN TYPICAL AT 4"(TYP,) 0 9.5' 20.0 ALL ACCESSIBLE PARKING R7-8 RED AND BLACK LEGEND N 70.0' 18.0' SPACES ® 4" DOUBLE TRAFFIC 3 7/2/09 MAT Per Co Comments 12" ON WHITE BACKGROUND ACCESSIBLE SIGN m YELLOW LANE STRIPE 4" (TYP.) = SEE SITE PLAN gyp, 1010' 19.0 -+-+► 3"(TYP,) (TYP.) m N i R 5- ^� i 10.0' zo.o' 2 6/$/fl9 MAT MISC REVISIONS x THIS SIGN TYPICAL AT ROWN n Y ACCESS WAY ALL VAN ACCESSIBLE VAN 12" X 6" 1 5-15-09 jlk Per CO Comments W NOTE: PARKING SPACES ACCESSIBLE 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL a m N0. DATE BY Description BE APPLIED ACCORDING TO REQUIREMENTS 4 YELLf34t=`STkit PE AS OUTLINED IN SECTION 38 OF THEPOLE:----n PENALTY SIGN W TH WORDING 50' O.C.(TYP.} _ fi f>! 4" (TVP.) LIGHT � �: 12" X 9" REVISIONS 00 MANUAL ON UNIFORM TRAFFIC CONTROL NO TRUCKS PREFERRED LOCATION. AS REQUIRED BY STATE OR DEVICES FOR STREETS AND HIGHWAYS 7 REFERENCE LATEST SITE PER LOCAL CODE 2. THESE WORDS AND ARROWS ARE TO BE I SIGN DEVELOPMENT GUIDELINES 1Q i 20 20 8 NOTE: ALL STRIPING TO BE THERMOPLASTIC MAT PAINTED REFLECTIVE WHITE. I FOR SPACING AND DISTANCE DRAWN BY BLACK LETTERS NTH I M.T.S. 5'_g"(TYp) FROM FRONT OF BUILDING. 4" TRAFFIC BLUE 4" TRAFFIC 4" TRAFFIC YELLOW WHITE BACKGROUND. � STRIPING Ts:: t$.i k STRIPING STRI tvG TVP. c YELLOW STRIPING (TYP.) TEMPORARY BK8 4 UMBER iC YELLOW INTERIOR STRIPE IN x APPROVED BY NUMBER FROM LEFT TO PERIPMETER STRIPING ACCESSIBLE STALL- 2'-0" O.C. (TYP,) FRONT DRIVE DETAIL gK� RIGHT As SEEN FROM 5.75' "ENTER" PAVEMENT MARKER W/ARROW �'"j (TVP,) INTEREOR BLUE STRIPE ACCESSIBLE PARKING SIGN VESTIBULE. N.T.S. SHALL DIRECTLY ABUT "YLkOWTRlP` p i.( N.T.S. CHECKED BY RIGHT/LEFT TURN ONLY YELLOW PERIMETER N.T.S. PAVEMENT MARKINGS DTENTER 12/17/04 STRIPE (TVP.) DTTtMFRDR 12/17/04 04/13/09 AISLE SIGN 'r' tl DATE N.T.S. N.T.S. ri } oTRLTURN 12/17/04 90* STRIPING DETAIL � z TITLE Qto � 2,-0„ > 7�, MISC }i 12" a f77_ T i NOTE: DETAILS 0 0 30 MAIN. ,gid + 20 I � 8 _ 25' 2O' 30'MIN. NO f" "1 ( 1, WORDS AND ARROWS FOR rn 2'-0"R 3O' 1O' 30'MlN. PA DRIVEWAYS SHALL BE 1'-G" �(����1 APPLIED ACCORDING W = WIDTH (feet) OF FIRE LANE = P�11 YV1\C1 TYPICAL ACCESSIBLE STALL STRIPING TO REQUIREMENTS AS o rn Tya• AR = RADIUS NECESSARY TO ACCOMODATE m RRE OUTLINED IN SECTION 38 m LEFT TURN UNIFORM TRAFFIC CONTR9 Typ WR = TURNINFIRE G RADIUS PAVEMENT WIDTH HICLES R ( LME OF THE MANUAL ON 4 do -0- DEVICES FOR STREET AND W '�' STANDARD PARKING STRIPING HIGHWAYS, RED LEGEND ON_C1 25, ( WHITE BACKGROUND N.T.S. � PROJECT NO, 6" 1 ARE 70 BE PAINTED 1 -0 5001 1382 2. THESE WORDS AND ARROWS NO PARKING FIRE LANE , 05/19/09 DSPKSTRP REFLECTIVE WHITE, 6' 2'--0"R PARKING FIRE4 7'-o" NOTE: ALL TRAFFIC FLOW ARROWS FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITi-i TO BE REFLECTIVE YELLOW 4'-9" 4" INCH WHITE LETTERS READING "NO PARKING FIRE PAINT PER SPECS. Typ. LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE "NO PARKING -- FIRE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS �+j *YIELD y SPECIFIED BY LOCAL REQUIREMENTS, LANE" SIGN " 1 IELD's RIGHT TURNC�9no 31113 ONDISW • N.T.S. PAVEMENT MARKING TRAFFIC FLOW ARROW FIRE LANE MARKINGN.T.S, i0K N.T.S. j DIFIRELN 12/17%04 N.T.S. DTYIELDM 112/04/01 1 1 DTPKFL.OW 12/17/04 SHEET NO. OF I�I C A - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS D AS SHOWN. #4 BARS © 12" ON CENTER FOR 12 BENDS & LARGER i"-- B V CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND WIPE SIZE A B C D E F HALF SECTION ON EXISTING CONCRETE PAVEMENT 4" - 6" V-9" 2'-3" 2'-6" V-2" 2'-0" 1 1/4" WIDTH = DIM. "F" 8" 2'-3' 3'-0" 2'-6" V-6' 2'-6" 1 1/4" 11 1/4' 10" 2'-9" S-9" 2'-6" 2'-0' 3'-O"j 2" STRAP = 1/4" 12" S-0" 4'-3" 3'-0" 2'-3" 3'-6" 2- STANDARD HEX NUT 18' S-6„ 5,-6„ S-3„ 3'-0"/2" 2 1/2„ 1/4" THICK 4" - 6" 2'-6" 3'-012'-6" V-6' 2'-8"11 1/4- PLATE WASHER 8" 3'-0" 4'-3" 2'-65-, 2'-6" 3'-3" 2" 22 1/2* ... 10" 3'-3" 5'-0" 3'mm(3' 21-9" 3,-9„ 2„ .. DIAMETER EXTRA 12" V-9" 6'-3" 3'--0' 3'-6" 4'-3" 2" STEEL PIPE 18" 5-0' 7'-6" V-3" 4'-0" 5'-8" 2 1/2" BARS @ 12" 4" _ 6" S-0„ C-0" V-0" 3'-3" S-3" 2 1/4„ CENTER FOR 8" 3'-6" 6'-6" 3'--0" S-8" V-9" 2 1/4" 45' 10" 4'-6" 7'-6" 3'-0" 4'-3" 5'-0" 2 1/4" posts, of--. as shorn on tier ark ordirsoted b the Inver, 12" 5'-3" 9'-0 3'-3" 5-0 5'-9" 2 1/2" 411 18" 6'-6" 11'-0 3'-9" 6'-0"7'-,3"j2 1/2" LARGER I...-_.-.- C CHART FOR UPPER SECTION VERTICAL. BLOCKING NOTE: STANDARD 90" HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. i CONC. BASE H SLOPED TO FLOW INET 1/4" : V MIN BRANCH I O Iii S TO ,,, .. JHOLES SHALL BE CORED AND A FL_EXI B LE CONNECTION BOOT INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I - B TD -23 FRAME & COVER (SEE FIG. S - I - D,E) STREET SURFACE OR NON -PAVED AIREA SLOPED AREA -; {- 1 - 0 MAX 1 --, 01 RUBBER COATED STEEL Iy~ STEPS CAST IN PLACE 3' - 0" MIN I PRECAST REINFORCED CONCRETE SECTIONS I. 12" MIN "O" RING SEALS I =1 16" MAX MINIMUM ELEVATION - r' DIFFERENCE ACROSS M.H.5" 4' - 0" I FROM INLET TO OU T LET i SHALL BE 0.20 FEET. i .. VARIES CONCRETE C DEPTH O FLOW ' FILLETS I. CHANNEL TO BE t 3/4 DIAMETER O- T._ -.-.. - - -- CON TRIE3UTING v = SEWER- 1__.._ - L,-____ ..____-__. _.._ ! ---- A FILLETED INVERT FOR A SI�.�OOTfi J w~'{ -r I 2,1 TRANSITION OF FLOW BEJ,NLt_IJ1, ^' INLET & OUTLET PIPE SI IAL L PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DEI -ERMINED BY THE CONSULTANT FO` -IE SOIL CONDITIONS.) 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALT_ HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GIROUTTED INSIDE .AND OUT-. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S TD - 21 FIG, S - I -A CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A UNDISTURBED E-A UNDISTURBED SOIL (TYP) WATER MAIN `, 4E/,RT, MINUNDISTURBED PLAIN r -CLASS A - 3 CONCRE; E thj 1/ MEGA LUCK ,Oce O� V tl00atl '. ,'f` Otl44QOP�ODi 'tl� oOopODp�66bpOtl�00tl oop tlOtl640Pp00gtlp9tl�pOpd �t p C <DOy O tl0 : tlOQbtltl Ptl0 adptlocooe Do°ado°n°gyp Oaf-•LOOtl: tlo°o°na°#�.J�+i!?; °y°iy. / ELEVATI OIN UNDISTUn^^BED EA•.R F+E SECTION NOTE: 1. ALL BODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMIBLY. CONTRACTOR SHALL ENSURE THAT IHE COLLAR BEARS AGAINSI" UNDISTURBED SOIL FOR THEE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE .ABSOLUTE MINIMUM, IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RE-STRAINTS FOR VALVES NTS =1y. W 3C NOT E: HYDRANT MUST QE I EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. - LENGTH OF BRANCH VARIES 6' vilN ? TO 10' ,270''} VALVE BO. ;1 7 CU. FT. 1811 #68 ST _ I 6 G A J C I 1 VALVE fi ,811 X 611 - TEE AfF I ci 1 2500 P.S.I. CONCRETE �`-+�'-� . �,- BASE AND THRUST ft 3 % ^� I BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL_ 15 DISTURBED OR WH E.. MAIN IN AL'. (INSTALLATIONS. A HYDRANT IS LOCATED II! A FILL, ANCHOR MAIN SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4° OR ASPHALT' COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF i1ECESSAR'(, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOI ES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3' ivI . COVER FROM THE iv1Alf\1 TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINIS; -IED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT MIND VALVE BOX. 4. THE GATE VALVE IS ALLOWED I1\I SHOULDER OR BEr-IiND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED A1\1D THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 PLACE 5' GALVAI,,IIZED WITNESS POST WITH f { CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c r AS DIRECTED. MARKER LOC_A'TION! MAY BE SUB JEC TO HIGHWAY DEPARTMENT APPROVAL_ i? it 1 ! FINISHED GRADE -i BOX W,' LID VAI VE RINGAREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAD TYPICAL GATE VALVE NTS FIG. W-5 TD -8 X FOR ALL. BENDS 4 5 ° "`-- rn ax L It f� Y J Vii;,'. '� �/. '�1•. ,• •,� 711 45 ;3 I max PLUG - LLf" y , l l s FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 111G AS� 1RED SECTION 1 FLAT STEEL STRAP HALF SECTION ON EXISTING CONCRETE PAVEMENT APPROVED BY WIDTH = DIM. "F" Variable SECTION r 2 THICKNESS OF j DEGREE ' FILLET WELD STRAP = 1/4" „ Datsais + VOL. ! STANDARD HEX NUT .AND PLUGS VOL. I 1/4" THICK 1 OF i !No to- Exie N Asphalt Surface Course and Binder 0oures, if any, to be PLATE WASHER . .... 3,, . TH R A E D 6' 12" square hole for sign past to be farmed 1" NOMINAL INSIDE ' ANCHOR DIAMETER EXTRA X3/4" BOLTS STRONG STEEL PIPE T - #4 BARS @ 12" \PIPE BELL ON CENTER FOR 90 12" BENDS & CONCRETE CLASS "B" LARGER I...-_.-.- C CHART FOR UPPER SECTION VERTICAL. BLOCKING NOTE: STANDARD 90" HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. i CONC. BASE H SLOPED TO FLOW INET 1/4" : V MIN BRANCH I O Iii S TO ,,, .. JHOLES SHALL BE CORED AND A FL_EXI B LE CONNECTION BOOT INSTALLED 0 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -I - B TD -23 FRAME & COVER (SEE FIG. S - I - D,E) STREET SURFACE OR NON -PAVED AIREA SLOPED AREA -; {- 1 - 0 MAX 1 --, 01 RUBBER COATED STEEL Iy~ STEPS CAST IN PLACE 3' - 0" MIN I PRECAST REINFORCED CONCRETE SECTIONS I. 12" MIN "O" RING SEALS I =1 16" MAX MINIMUM ELEVATION - r' DIFFERENCE ACROSS M.H.5" 4' - 0" I FROM INLET TO OU T LET i SHALL BE 0.20 FEET. i .. VARIES CONCRETE C DEPTH O FLOW ' FILLETS I. CHANNEL TO BE t 3/4 DIAMETER O- T._ -.-.. - - -- CON TRIE3UTING v = SEWER- 1__.._ - L,-____ ..____-__. _.._ ! ---- A FILLETED INVERT FOR A SI�.�OOTfi J w~'{ -r I 2,1 TRANSITION OF FLOW BEJ,NLt_IJ1, ^' INLET & OUTLET PIPE SI IAL L PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DEI -ERMINED BY THE CONSULTANT FO` -IE SOIL CONDITIONS.) 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALT_ HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GIROUTTED INSIDE .AND OUT-. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N.T.S TD - 21 FIG, S - I -A CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A UNDISTURBED E-A UNDISTURBED SOIL (TYP) WATER MAIN `, 4E/,RT, MINUNDISTURBED PLAIN r -CLASS A - 3 CONCRE; E thj 1/ MEGA LUCK ,Oce O� V tl00atl '. ,'f` Otl44QOP�ODi 'tl� oOopODp�66bpOtl�00tl oop tlOtl640Pp00gtlp9tl�pOpd �t p C <DOy O tl0 : tlOQbtltl Ptl0 adptlocooe Do°ado°n°gyp Oaf-•LOOtl: tlo°o°na°#�.J�+i!?; °y°iy. / ELEVATI OIN UNDISTUn^^BED EA•.R F+E SECTION NOTE: 1. ALL BODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMIBLY. CONTRACTOR SHALL ENSURE THAT IHE COLLAR BEARS AGAINSI" UNDISTURBED SOIL FOR THEE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE .ABSOLUTE MINIMUM, IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RE-STRAINTS FOR VALVES NTS =1y. W 3C NOT E: HYDRANT MUST QE I EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS THE LOCAL STANDARD. - LENGTH OF BRANCH VARIES 6' vilN ? TO 10' ,270''} VALVE BO. ;1 7 CU. FT. 1811 #68 ST _ I 6 G A J C I 1 VALVE fi ,811 X 611 - TEE AfF I ci 1 2500 P.S.I. CONCRETE �`-+�'-� . �,- BASE AND THRUST ft 3 % ^� I BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 3/4" THREADED RODS TO WHEN THE SOIL_ 15 DISTURBED OR WH E.. MAIN IN AL'. (INSTALLATIONS. A HYDRANT IS LOCATED II! A FILL, ANCHOR MAIN SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2 - 3/4° OR ASPHALT' COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF i1ECESSAR'(, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOI ES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3' ivI . COVER FROM THE iv1Alf\1 TO THE FIRE HYDRANT INCLUDING DITCHES ) 3. FINIS; -IED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT MIND VALVE BOX. 4. THE GATE VALVE IS ALLOWED I1\I SHOULDER OR BEr-IiND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED A1\1D THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG, W-4 PLACE 5' GALVAI,,IIZED WITNESS POST WITH f { CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c r AS DIRECTED. MARKER LOC_A'TION! MAY BE SUB JEC TO HIGHWAY DEPARTMENT APPROVAL_ i? it 1 ! FINISHED GRADE -i BOX W,' LID VAI VE RINGAREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRAD TYPICAL GATE VALVE NTS FIG. W-5 TD -8 X FOR ALL. BENDS 4 5 ° "`-- rn ax L It f� Y J Vii;,'. '� �/. '�1•. ,• •,� 711 45 ;3 I max PLUG - LLf" y , l l s FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 111G AS� 1RED 6 Cer�ification of 95`%5 con-lpaction required Galvanized Ste W12 x 14 (Imill 3' rrlin. penetration soil , or as approve ACSA. Side View S° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-313 TF) _ s MS -1 SECTION 1 HALF SECTION ON EXISTING CONCRETE PAVEMENT HALF SECTION ON EXISTING CONCRETE PAVEMENT APPROVED BY WITH PROPOSED OR EXISTING ASPHALT PAVEMENT Variable SECTION r 2 PIPEBEND j DEGREE ' ----- --- -------------- -__._._-- DIMENSIONS „ Datsais + VOL. ! TEE .AND PLUGS VOL. I SIZE 1 OF i !No to- Exie N Asphalt Surface Course and Binder 0oures, if any, to be (FEET) I ramavad under madlan str!p. CU.YD 6' 12" square hole for sign past to be farmed r - ) �' 1 D CJ 1 ` When racdway dedQn meets the art#aria BEND L --- . H T - 0 Imaw M .% Cn _. H ; hde for alga post la to eatended to the subhgae, 90 , 2.50 s 2.50 3.01 0.24 1 posts, of--. as shorn on tier ark ordirsoted b the Inver, Note; FadttTng Aspholt 9urfue Course and cinder Course. 411 & 6 45 2.00 1 _.25 -11..60 0.15 Close A;3 Conarate I Q" R Will Slope I'A d' Scapa 2" R 22 1/2 i 1.50 2.00 2.52 0.10 2.00 _.'5 2.50 0.15 j I 11 1/4 ± 1.50 2.00 2.50 0.10 HALF SECTION ON HALF SECTION ON EXISTING FLEXIBLE PAVEMENT I ! TO BE RESURFACED 0 I .66- 3.16 3.211 0,48 lEFEREKE REV. 9/06 VfRfi1�NA DEPARTMENT OF TRMSPORTATa9N I 45 8 2.66 2.66 2.77 0.26 1 I 22 1/2 1 1.66 i 2.16 I 2.69 0.13 3:16 2.9-1 I 2 66 0.32 1 114 1.66 1 2.16 1 2.67 0.13 I __ 9e 4.83 ! 83 3.42 3 0.82 I i 1 G" 1 2; I 45 3.33 ! 3.58 ': I 2.95 0.43 I I 3.83 I I 4.0 1 2.83 1 0.52 7 I 7 c i 1 21 11/4 ' 1.83 2.33 2.84 0.18 I 1 1. THRUST BI-OCKS ARE REQUIRED WHENEVER. THE PIPELINE CHANCES DIRECTION, ION, CHAT l( SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE C ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG, W-3 6 Cer�ification of 95`%5 con-lpaction required Galvanized Ste W12 x 14 (Imill 3' rrlin. penetration soil , or as approve ACSA. Side View S° TYPICAL THRUST BLOCK IN FILL AREA NTS FIG, W-313 TF) _ s MS -1 HALF SECTION ON EXISTING CONCRETE PAVEMENT HALF SECTION ON EXISTING CONCRETE PAVEMENT APPROVED BY WITH PROPOSED OR EXISTING ASPHALT PAVEMENT Variable VarlobM Class A3 Corsie 2"fir- no 3, Giaaa A! Concrata g" f! jj Ii"h' �aP+ I t1r4`"Pa R „ Datsais + 13 ' ' ' " Ekht WAor Proposed Mph. Surface Cour" Existing Concrete Pavement I Exlstina Concrete Pavement !No to- Exie N Asphalt Surface Course and Binder 0oures, if any, to be Latghu�n at 2'-C" I ramavad under madlan str!p. joint. Is rent lion to first 6' 12" square hole for sign past to be farmed 3 Into introduced medlon noses a minimum of B' When racdway dedQn meets the art#aria a from the not. for C04 as mown In Appendix A of the ""away D'a Manual, medlon curb is to CIRCULAR NOSE W ; it Mht. be in aaavrdanas with CQ -3, 0 Imaw M .% Cn When nxidan To Instated over existing pavement, F WT t�f 0) hde for alga post la to eatended to the subhgae, W MON-3'YMMETR!C0L NOSE O CC Addittoncl holes of adequate sks to as provided far ei posts, dielkneotor posts, of--. as shorn on tier ark ordirsoted b the Inver, Note; FadttTng Aspholt 9urfue Course and cinder Course. if any, to be rtmovsd wader median strip. No tC Fachiinq Asphalt 8urfoae Cow so and Strider Course, lw it any, to ba d under mod(an strip. Varicbie VortaWs Close A;3 Conarate 1 21 Clara A3 Conarete Q" R Will Slope I'A d' Scapa 2" R • t Exist ApSurfoaa 0"res p A • Proposed Asphalt surface Course 0 cll Cr Exist. A"h, Surface Carne EskFng Asphalt Daae N ?xhiYng Arpttait Daae ttt t HALF SECTION ON HALF SECTION ON EXISTING FLEXIBLE PAVEMENT EXISTING FLEXIBLE PAVEMENT TO BE RESURFACED Sp1xF7GITWM STANDARD SOLID CONCRETE RAISED MEDIAN STRIP lEFEREKE REV. 9/06 VfRfi1�NA DEPARTMENT OF TRMSPORTATa9N IM2 2{(2.02 re �Dewberr Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 SEAL lavAujjoA K40 DIyE ' Lit . Nr,,. 4285 7 a ?NAT.B KEY PLAN SCALE N.T.S. Cn MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 3.. Cn 3 7/2/09 Per Co Comments 2 6/8/09 MAT 0 Imaw M .% Cn 5-15-09 t�f 0) L W co O CC Description T N + c �' 71 o ELO W I..l o o Cr _CZ 0 cll Cr N E SEAL lavAujjoA K40 DIyE ' Lit . Nr,,. 4285 7 a ?NAT.B KEY PLAN SCALE N.T.S. REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 3 7/2/09 MAT Per Co Comments 2 6/8/09 MAT MISC REVISIONS 1 5-15-09 j1k I Per Co Comments No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE MISC DETAILS PROJECT NO. 5001 1382 C�90 SHEET NO. OF FI E I B A UNDISTI EARTH COMPA( FILL PIPE SPRI LINE UNDISTURBED WATER LINE 05 BARS REVISED CTI 7/04 UNDISTURBED EARTH OR N.T.S. \ : • EARTH OR COMPACTED S "d !� B SP3 O. Line post 1. BEDDING SHALL BE VDOT STD. ##57 COURSE AGGREGATE 5. COMPACTED FILL 30" tiIAMETER WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, FINAL DFILL ••,�f THEN BEDDING SHALL BE VDOT STD. ##57 OR 21-A st ckle COURSE AGGREGATE COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE w/ ASTM D698 (SEE 6. BACKFILL SP4 O.D, Metal sleeves to SPECIFICATIONS FOR GRADATION) '•► CLASS A3 CONCRETE ,. WITH ASTM D 698, D 2321 --LATEST EDITION FINAL r HAUNCHING SHALL BE WORKED AROUND THE PIPE 7. FILL SALVAGED FROM EXCAVATION SHALL BE Botts (Typ,) 1. STANDARD SL -1, MANHOLE SAFETY SLAB IS REOUMD AS PART OF THE DRAMfAGE DESIGN FOR MANHOLES,JUNCTION SOXEi AND DROP INLETS WITH HEIGHTS GREATER BY HAND TO ELIMINATE VOIDS AND SHALL BE THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE WTO 12'WI7H FREE OF DEBRIS, ORGANICS AND ROCKS En / BACKFILL FIRE SPRING LIN+_ • f: - s. LARGER THAN 1". Req'd. RW -2 Retaining INITIAL BACKFILL DENSITY IN ACCORDANCE w/ ASTM D698 -- 4" BEDDING r { HAUNCHING 4" BEDDING (MIN.) 3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE 4„ REINFORCED CONCRETE PIPE (RCP) 4„ ALL OTHER PIPES 8. AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB CLASS A3 (3000 PSI). PRECAST CONCRETE 6 TO BE A4 (4000 PSI). REWORCNG SMALLER THAN 60$10 PIPE 60"0 AND LARGER SHORED, SHEETED, BRACED, OR OTHERWISE N.T,S. N.T.S. ...� INITIAL BACKFILL SHALL BE SUBSOIL TYPE S1 GENERAL NOTES Notes: 1. BEDDING SHALL BE CLASS I -A 'WORKED BY 6, FINAL BACKFILL NOT UNDER PAVED AREAS CAN SPECIFICATION HAND. IF GROUNDWATER IS ANTICIPATED, BE CLASS IV -A COMPACTED TO 957. STANDARD REFERENCE THEN BEDDING SHALL BE CLASS I -B PROCTOR. SPECIFICATIONS) COMPACTED TO 85% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE w/ ASTM D698 WITH ASTM D 2321 -LATEST EDITION. Handroil to be in accordance with the latest edition of the 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 8. ALL MATERIALS SHALL BE INSTALLED LL D IN I -A OR GLASS 1-t3 OR CLASS II. COMPACTED TO LIFTS IN MAXIMUM 8 LOOSEACCORDANCE .. CEREN 85% PROCTOR. WITH ASTM D 698. CLASS III) AND IV -A R D HAND RAIL MATERIALS SHALL BE COMPACTED NEAR c("+ 3. INITIAL BACKFILL SHALL BE CLASS I -A OPTIMUM MOISTURE CONTENT.. WORKED BY HAND, OR CLASS 1-6 OR CLASS 11 COMPACTED TO 85%' STANDARD PROCTOR, 9, FILL SALVAGED FROM EXCAVA TION SHALL BE AND BEDDING LOCATING AND ERECTING FREE OF DEBRIS, ORGANICS AND ROCKS N.T.S. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS LARGER THAN 3". VIRGINIA DEPARTMENT OF TRANSPORTATION CAN BE CLASS III COMPACTED TO 90% 12/21/04 STANDARD PROCTOR. 10, ALL TRENCH EXCAVATIONS SHIALL BE SLOPED, 601.05 SHORED, SHEETED, BRACED, (OR OTHERWISE 5. FINAL BACKFILL SHALL BE CLASS I, ll, OR SUPPORTED IN COMPLIANCE VvNITH OSHA III COMPACTED AS NOTED IN NOTES 3. AND 4, REGULATIONS AND LOCAL ORIDINANCES. (SEE SPECIFICATIONS) STORM SEWER TRENCH AND BEDDING N. T. S. DTTRENCH 12/20/44 _I w so B A UNDISTI EARTH COMPA( FILL PIPE SPRI LINE SHAPE T( CONTOUR OF PIPE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE f SECTION A -A Qd .a 4 METHOD OF TREATMENT IN DROP INLETS . (119° l i ,V Ut,;,, .-L-X-.-4 01PE DIAMETERS ��- WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. " d SLOPE TO DRAIN TO INVERT OF NOTES: OUTLET PIPE " SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 4 4 "4 a THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PIANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF t �� STRUCTURE. " MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED A 8" IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, A THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A � PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY 8E t r _ s'•t��,{ r; UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE ; ;;;: , : ; :. ?•;, e SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ` • OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ': _ae ; `-'4 ,d :.::: ` • DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE " " 4 A PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES.SECTION E - PL AN METHOD OF TREATMENT IN MANHOLES SPECIFICATION RErERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION _ _ 1 106.08 -XISM 7/01 xz STREET APPROACH SAME (RADUS TO BE AS 1 4' i SURFACING AS MAINLINE SHOWN ON PLANS) ;SIDEWAdK A ROADWAY (RADIUS TO BE A5 ----------------------}----� i SHOWN ON PLANS) 2„ APADIAL COMBINAT ON 4„ 9 ST'D CG 12 i �- CURB AND GUTT �� ST'D. CC -B) _,- -- - ----------- jt L^ w I CLA55 A3 4 -' SIDEWALK ;} `'3 I w (w (H.E,S.) '' �- y sa. I OPTIONAL 6" CONCRETE� � -A I `fl 1 FLOW LINE EXPANSION JOINT EXPANSION JOINT , ------------- -' A -I � NGTE: WIDTH 18" 2'-0" OR AS MAINLINE ROADWAY SECTION C -C SHOWN ON TYPICAL SECTION. PLAN VIEW L CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR ± $ MAX. - D INCREASED TO 7". OPTIONAL FLOW LINE Lt3P CHANGE -Y -- WHEN ST'D. CG -11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY---`- ------------ IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 111- 8 % MAX.D NOTE THE FOLLOWING SLOP_ CHANGE . .. �� `�� MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN;-�+ 40'MIN. FOR STREET D TO THE R,rW LINE (EXCEPT ANY SUBGRADE CONNECTION STABILtZA.TICN REQUIRED EOR MAINLINE 0' DESIRABLE FOR COMMERCIA PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A � RADIAL CURE OR COMBINATION -URB AND GUTTER SHALL NOT BE CONSTRUCTED GUIDELINES FOR GRADE CHANCE D BEYOND THE RIW LINE EXCEPT FOR REPLACEMENT PURPOSES, WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CC -12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) 5 3 k 6 % TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPO) S 8 % 8 % X FLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS RECUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION REFERENCE METHOD Or TREATMENT- ' CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT Or TRANSPORTATION 203.04 0 Ln w x 5 „A" NEENAH MODEL R-3560 FRAME AND GRATE (HEAVY DUTY) --- ---- --I 1 1 ELEVATION GRATE INLET N.T.S. PAINT COLOR TO IDENTIFY UTILITY (SEE BELOW) I TAG WITH SPECIFIC UTILITY, SIZE, AND 1 DEPTH TO INVERT 24" MIN. #4 REBAR EXP05£0 18" MIN. WELD TO PLATE 3/16" x10"x1 o" / STEEL PLATE NOTE: REBAR IS TO BE CUT OFF 6" BELOW SUBGRADE AFTER UTILITY CONNECTION IS COMPLETED AND PRIOR, TO PAVING USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS TO/FROM SAM'S CLUB, WAL*MART STORES & SUPERCENTERS UTILITY COLOR SEWER GREEN WATER BLUE STORM DRAIN WHITE ELECTRICAL RED GAS YELLOW TELCO/CATV ORANGE FUTURE SITE LIGHTING PINK FIBER OPTIC (GAS STATION) PURPLE DETAIL: P.O.C. LOCATION N. T. S. GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL/4 & #5 REINFORCING BARS TO HAVE BARS - SAME SIZE AND 1-1" COVER, LARGER SIZES TO HAVE 2" COVER. AS HORIZONTAL BARS 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES, 10" 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES gp OF THE INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET. 5. ALL REINFORCING BARS TO BE GRADE 60. REINFORCEMENT SCHEDULE, BASEL SECTION-� 0 "A" #4's 0 fi" E. W. "B" #6's 0 6" E.W. CORNER BAR PIPE TABLE OF 'W' DIMENSIONS SIZE I SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' _•24" 4'-0" 4'-0" 4'-10" 30" 4'-0" 4'-7" 5'-8" 36" 4'-0" 5'-3" 6'-5" 42" 5'-3" 5'-11" V-3" 48" 5'-10" 6'-7" 8'-0" 60" 7'-O" 7'-10" 9,-8" DOUBLE FOR "A" SECTION ONLY 24" 7'-0" 7'-10" 9'-5" 30" 8'-2" 9'-2" 11'-0" 36" 9'-4" 10'-6" 12'-6" 14'-2" 48" 11'-8" 13'-2" 15'-10" REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH ("W") HOR. VERT, 4' 4's 0 9" 4's 0 10" "A" BETWEEN 4' & 7' 's 0 9" 4's 0 10" GREATER THAN 7' #5's w 4 1/2" 4's 0 10 4'4 s 0 6" 4's 0 70" BETWEEN 4' & 7' s 0 6' #4 s 0 70 TABLE OF "T" & "N" DIMENSIONS :CTION WIDTH ("W") "T" "N" "D" BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" GREATER THAN 7 6" + PIPE THICKNESSUtll 8•' 4' 6" + PIPE THICKNESS BETWEEN 4' & 7' 6" + PIPE THICKNESS REINFORCEMENT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN W1 = 7' OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7' OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER W1 = 7 OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7OR GREATER #4'S 0 6" E, W, DIAGONAL 0 COVER W1 = 7' OR GREATER #4s 0 6 E.W. DIAGONAL 0 COVER W2 = 7' OR GREATER I #4's 0 6" E, W. DIAGONAL 0 COVER �---- - Max. &-o" --- -I INSTALLATION ON WALLS G1(If 11%2" O.D. Standard Pipe for Rails 11/2" O.D. Extra Strong Pipe for Posts " Max, 30"-34" HR -1 j 3fl"-34„ I 5'° Max. 2" o.c. (Typ,) sthat is i bo riser Dewberryo WATER LINE 05 BARS REVISED CTI 7/04 N.T.S. SP3 O.D. : • GENERAL NOTES S "d !� B SP3 O. Line post 1. BEDDING SHALL BE VDOT STD. ##57 COURSE AGGREGATE 5. ALL MATERIALS ARE CLASSIFIED IN 30" tiIAMETER WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, SP 1 0101 ACCORDANCE WITH ASTM D 2321 -LATEST EDITION THEN BEDDING SHALL BE VDOT STD. ##57 OR 21-A st ckle COURSE AGGREGATE COMPACTED TO 95% OF OPTIMUM DENSITY IN ACCORDANCE w/ ASTM D698 (SEE 6. ALL MATERIALS SHALL. BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE SP4 O.D, Metal sleeves to SPECIFICATIONS FOR GRADATION) '•► CLASS A3 CONCRETE ,. WITH ASTM D 698, D 2321 --LATEST EDITION SECTION A -A 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE 7. FILL SALVAGED FROM EXCAVATION SHALL BE Botts (Typ,) 1. STANDARD SL -1, MANHOLE SAFETY SLAB IS REOUMD AS PART OF THE DRAMfAGE DESIGN FOR MANHOLES,JUNCTION SOXEi AND DROP INLETS WITH HEIGHTS GREATER BY HAND TO ELIMINATE VOIDS AND SHALL BE THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE WTO 12'WI7H FREE OF DEBRIS, ORGANICS AND ROCKS En all Contraction .Joint CLASS ii COMPACTED TO 95% OF OPTIMIUM • f: - s. LARGER THAN 1". Req'd. RW -2 Retaining 1Nall -o DENSITY IN ACCORDANCE w/ ASTM D698 FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE :.. ,•, 8. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, �. CLASS A3 (3000 PSI). PRECAST CONCRETE 6 TO BE A4 (4000 PSI). REWORCNG ALTERNATE INSTALLATION ON WALLS SHORED, SHEETED, BRACED, OR OTHERWISE ..�. 3. INITIAL BACKFILL SHALL BE SUBSOIL TYPE S1 SUPPORTED IN COMPLIANCE WITH OSHA Notes: WORKED BY HAND COMPACTED TO 95% SPECIFICATION REGULATIONS AND LOCAL ORDINANCES. (SEE SAFETY SLAB REFERENCE OF OPTIMUM DENSITY IN ACCORDANCE any vehicular impact SPECIFICATIONS) For vehiculvr protection standard qulardroilshould be used. w/ ASTM D698 Handroil to be in accordance with the latest edition of the 4. FINAL BACKFILL SHALL BE SUBSOIL TYPES Statewide Building Code, CEREN S1 OR S2 COMPACTED AS NOTED IN NOTES STAN R D HAND RAIL REFERENCE 3. AND 4. UTILITY TRENCH AND BEDDING LOCATING AND ERECTING N.T.S. 505 VIRGINIA DEPARTMENT OF TRANSPORTATION DTUTLTRN 12/21/04 601.05 SHAPE T( CONTOUR OF PIPE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE f SECTION A -A Qd .a 4 METHOD OF TREATMENT IN DROP INLETS . (119° l i ,V Ut,;,, .-L-X-.-4 01PE DIAMETERS ��- WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. " d SLOPE TO DRAIN TO INVERT OF NOTES: OUTLET PIPE " SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 4 4 "4 a THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PIANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF t �� STRUCTURE. " MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED A 8" IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, A THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A � PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY 8E t r _ s'•t��,{ r; UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE ; ;;;: , : ; :. ?•;, e SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ` • OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ': _ae ; `-'4 ,d :.::: ` • DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE " " 4 A PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES.SECTION E - PL AN METHOD OF TREATMENT IN MANHOLES SPECIFICATION RErERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION _ _ 1 106.08 -XISM 7/01 xz STREET APPROACH SAME (RADUS TO BE AS 1 4' i SURFACING AS MAINLINE SHOWN ON PLANS) ;SIDEWAdK A ROADWAY (RADIUS TO BE A5 ----------------------}----� i SHOWN ON PLANS) 2„ APADIAL COMBINAT ON 4„ 9 ST'D CG 12 i �- CURB AND GUTT �� ST'D. CC -B) _,- -- - ----------- jt L^ w I CLA55 A3 4 -' SIDEWALK ;} `'3 I w (w (H.E,S.) '' �- y sa. I OPTIONAL 6" CONCRETE� � -A I `fl 1 FLOW LINE EXPANSION JOINT EXPANSION JOINT , ------------- -' A -I � NGTE: WIDTH 18" 2'-0" OR AS MAINLINE ROADWAY SECTION C -C SHOWN ON TYPICAL SECTION. PLAN VIEW L CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR ± $ MAX. - D INCREASED TO 7". OPTIONAL FLOW LINE Lt3P CHANGE -Y -- WHEN ST'D. CG -11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY---`- ------------ IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 111- 8 % MAX.D NOTE THE FOLLOWING SLOP_ CHANGE . .. �� `�� MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN;-�+ 40'MIN. FOR STREET D TO THE R,rW LINE (EXCEPT ANY SUBGRADE CONNECTION STABILtZA.TICN REQUIRED EOR MAINLINE 0' DESIRABLE FOR COMMERCIA PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A � RADIAL CURE OR COMBINATION -URB AND GUTTER SHALL NOT BE CONSTRUCTED GUIDELINES FOR GRADE CHANCE D BEYOND THE RIW LINE EXCEPT FOR REPLACEMENT PURPOSES, WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CC -12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) 5 3 k 6 % TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPO) S 8 % 8 % X FLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS RECUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION REFERENCE METHOD Or TREATMENT- ' CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT Or TRANSPORTATION 203.04 0 Ln w x 5 „A" NEENAH MODEL R-3560 FRAME AND GRATE (HEAVY DUTY) --- ---- --I 1 1 ELEVATION GRATE INLET N.T.S. PAINT COLOR TO IDENTIFY UTILITY (SEE BELOW) I TAG WITH SPECIFIC UTILITY, SIZE, AND 1 DEPTH TO INVERT 24" MIN. #4 REBAR EXP05£0 18" MIN. WELD TO PLATE 3/16" x10"x1 o" / STEEL PLATE NOTE: REBAR IS TO BE CUT OFF 6" BELOW SUBGRADE AFTER UTILITY CONNECTION IS COMPLETED AND PRIOR, TO PAVING USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS TO/FROM SAM'S CLUB, WAL*MART STORES & SUPERCENTERS UTILITY COLOR SEWER GREEN WATER BLUE STORM DRAIN WHITE ELECTRICAL RED GAS YELLOW TELCO/CATV ORANGE FUTURE SITE LIGHTING PINK FIBER OPTIC (GAS STATION) PURPLE DETAIL: P.O.C. LOCATION N. T. S. GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL/4 & #5 REINFORCING BARS TO HAVE BARS - SAME SIZE AND 1-1" COVER, LARGER SIZES TO HAVE 2" COVER. AS HORIZONTAL BARS 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES, 10" 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES gp OF THE INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET. 5. ALL REINFORCING BARS TO BE GRADE 60. REINFORCEMENT SCHEDULE, BASEL SECTION-� 0 "A" #4's 0 fi" E. W. "B" #6's 0 6" E.W. CORNER BAR PIPE TABLE OF 'W' DIMENSIONS SIZE I SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' _•24" 4'-0" 4'-0" 4'-10" 30" 4'-0" 4'-7" 5'-8" 36" 4'-0" 5'-3" 6'-5" 42" 5'-3" 5'-11" V-3" 48" 5'-10" 6'-7" 8'-0" 60" 7'-O" 7'-10" 9,-8" DOUBLE FOR "A" SECTION ONLY 24" 7'-0" 7'-10" 9'-5" 30" 8'-2" 9'-2" 11'-0" 36" 9'-4" 10'-6" 12'-6" 14'-2" 48" 11'-8" 13'-2" 15'-10" REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH ("W") HOR. VERT, 4' 4's 0 9" 4's 0 10" "A" BETWEEN 4' & 7' 's 0 9" 4's 0 10" GREATER THAN 7' #5's w 4 1/2" 4's 0 10 4'4 s 0 6" 4's 0 70" BETWEEN 4' & 7' s 0 6' #4 s 0 70 TABLE OF "T" & "N" DIMENSIONS :CTION WIDTH ("W") "T" "N" "D" BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" GREATER THAN 7 6" + PIPE THICKNESSUtll 8•' 4' 6" + PIPE THICKNESS BETWEEN 4' & 7' 6" + PIPE THICKNESS REINFORCEMENT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN W1 = 7' OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7' OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER W1 = 7 OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7OR GREATER #4'S 0 6" E, W, DIAGONAL 0 COVER W1 = 7' OR GREATER #4s 0 6 E.W. DIAGONAL 0 COVER W2 = 7' OR GREATER I #4's 0 6" E, W. DIAGONAL 0 COVER �---- - Max. &-o" --- -I INSTALLATION ON WALLS G1(If 11%2" O.D. Standard Pipe for Rails 11/2" O.D. Extra Strong Pipe for Posts " Max, 30"-34" HR -1 j 3fl"-34„ I 5'° Max. 2" o.c. (Typ,) sthat is i bo riser Dewberryo Ftrr all details end dimensions not shown see St`d. FE -CL. 05 BARS REVISED CTI 7/04 c- Standard FE -CL SHAPE T( CONTOUR OF PIPE SLOPE TO DRAIN TO INVERT OF OUTLET PIPE f SECTION A -A Qd .a 4 METHOD OF TREATMENT IN DROP INLETS . (119° l i ,V Ut,;,, .-L-X-.-4 01PE DIAMETERS ��- WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. " d SLOPE TO DRAIN TO INVERT OF NOTES: OUTLET PIPE " SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH 4 4 "4 a THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PIANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF t �� STRUCTURE. " MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED A 8" IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, A THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A � PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY 8E t r _ s'•t��,{ r; UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE ; ;;;: , : ; :. ?•;, e SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I ` • OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ': _ae ; `-'4 ,d :.::: ` • DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE " " 4 A PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES.SECTION E - PL AN METHOD OF TREATMENT IN MANHOLES SPECIFICATION RErERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION _ _ 1 106.08 -XISM 7/01 xz STREET APPROACH SAME (RADUS TO BE AS 1 4' i SURFACING AS MAINLINE SHOWN ON PLANS) ;SIDEWAdK A ROADWAY (RADIUS TO BE A5 ----------------------}----� i SHOWN ON PLANS) 2„ APADIAL COMBINAT ON 4„ 9 ST'D CG 12 i �- CURB AND GUTT �� ST'D. CC -B) _,- -- - ----------- jt L^ w I CLA55 A3 4 -' SIDEWALK ;} `'3 I w (w (H.E,S.) '' �- y sa. I OPTIONAL 6" CONCRETE� � -A I `fl 1 FLOW LINE EXPANSION JOINT EXPANSION JOINT , ------------- -' A -I � NGTE: WIDTH 18" 2'-0" OR AS MAINLINE ROADWAY SECTION C -C SHOWN ON TYPICAL SECTION. PLAN VIEW L CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 10' PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE OF SHOULDER OR ± $ MAX. - D INCREASED TO 7". OPTIONAL FLOW LINE Lt3P CHANGE -Y -- WHEN ST'D. CG -11 IS USED FOR ENTRANCES BUILT MAINLINE ROADWAY---`- ------------ IN CONJUNCTION WITH VDOT PROJECTS, PLEASE 111- 8 % MAX.D NOTE THE FOLLOWING SLOP_ CHANGE . .. �� `�� MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5' MIN;-�+ 40'MIN. FOR STREET D TO THE R,rW LINE (EXCEPT ANY SUBGRADE CONNECTION STABILtZA.TICN REQUIRED EOR MAINLINE 0' DESIRABLE FOR COMMERCIA PAVEMENT WHICH CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A � RADIAL CURE OR COMBINATION -URB AND GUTTER SHALL NOT BE CONSTRUCTED GUIDELINES FOR GRADE CHANCE D BEYOND THE RIW LINE EXCEPT FOR REPLACEMENT PURPOSES, WHEN USED IN CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMUM CG -3 OR CG -7. THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, HIGH (MORE THAN 1500 VPD) 0 % 3 % SEE STANDARD CC -12 FOR CURB RAMP DESIGN MEDIUM (500-1500 VPD) 5 3 k 6 % TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPO) S 8 % 8 % X FLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS RECUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE, OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. SPECIFICATION REFERENCE METHOD Or TREATMENT- ' CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT Or TRANSPORTATION 203.04 0 Ln w x 5 „A" NEENAH MODEL R-3560 FRAME AND GRATE (HEAVY DUTY) --- ---- --I 1 1 ELEVATION GRATE INLET N.T.S. PAINT COLOR TO IDENTIFY UTILITY (SEE BELOW) I TAG WITH SPECIFIC UTILITY, SIZE, AND 1 DEPTH TO INVERT 24" MIN. #4 REBAR EXP05£0 18" MIN. WELD TO PLATE 3/16" x10"x1 o" / STEEL PLATE NOTE: REBAR IS TO BE CUT OFF 6" BELOW SUBGRADE AFTER UTILITY CONNECTION IS COMPLETED AND PRIOR, TO PAVING USE AT CAPPED END OF ALL UTILITY SERVICE CONNECTIONS TO/FROM SAM'S CLUB, WAL*MART STORES & SUPERCENTERS UTILITY COLOR SEWER GREEN WATER BLUE STORM DRAIN WHITE ELECTRICAL RED GAS YELLOW TELCO/CATV ORANGE FUTURE SITE LIGHTING PINK FIBER OPTIC (GAS STATION) PURPLE DETAIL: P.O.C. LOCATION N. T. S. GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER 2. ALL/4 & #5 REINFORCING BARS TO HAVE BARS - SAME SIZE AND 1-1" COVER, LARGER SIZES TO HAVE 2" COVER. AS HORIZONTAL BARS 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND FLOW LINES, 10" 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES gp OF THE INLET. CONNECTION SHALL NOT BE MADE AT CORNERS OF INLET. 5. ALL REINFORCING BARS TO BE GRADE 60. REINFORCEMENT SCHEDULE, BASEL SECTION-� 0 "A" #4's 0 fi" E. W. "B" #6's 0 6" E.W. CORNER BAR PIPE TABLE OF 'W' DIMENSIONS SIZE I SKEW OF CROSS DRAIN SINGLE STRAIGHT 30' 45' _•24" 4'-0" 4'-0" 4'-10" 30" 4'-0" 4'-7" 5'-8" 36" 4'-0" 5'-3" 6'-5" 42" 5'-3" 5'-11" V-3" 48" 5'-10" 6'-7" 8'-0" 60" 7'-O" 7'-10" 9,-8" DOUBLE FOR "A" SECTION ONLY 24" 7'-0" 7'-10" 9'-5" 30" 8'-2" 9'-2" 11'-0" 36" 9'-4" 10'-6" 12'-6" 14'-2" 48" 11'-8" 13'-2" 15'-10" REINFORCEMENT SCHEDULE, WALLS SECTION WIDTH ("W") HOR. VERT, 4' 4's 0 9" 4's 0 10" "A" BETWEEN 4' & 7' 's 0 9" 4's 0 10" GREATER THAN 7' #5's w 4 1/2" 4's 0 10 4'4 s 0 6" 4's 0 70" BETWEEN 4' & 7' s 0 6' #4 s 0 70 TABLE OF "T" & "N" DIMENSIONS :CTION WIDTH ("W") "T" "N" "D" BETWEEN 4' & 7' 6" + PIPE THICKNESS 8" 6" GREATER THAN 7 6" + PIPE THICKNESSUtll 8•' 4' 6" + PIPE THICKNESS BETWEEN 4' & 7' 6" + PIPE THICKNESS REINFORCEMENT SCHEDULE, TOP DIMENSIONS STEEL SPECIAL PATTERN W1 = 7' OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7' OR LESS #4's 0 8" E.W. DIAGONAL 0 COVER W1 = 7 OR LESS #4's 0 8" E. W. DIAGONAL 0 COVER W2 = 7OR GREATER #4'S 0 6" E, W, DIAGONAL 0 COVER W1 = 7' OR GREATER #4s 0 6 E.W. DIAGONAL 0 COVER W2 = 7' OR GREATER I #4's 0 6" E, W. DIAGONAL 0 COVER �---- - Max. &-o" --- -I INSTALLATION ON WALLS G1(If 11%2" O.D. Standard Pipe for Rails 11/2" O.D. Extra Strong Pipe for Posts " Max, 30"-34" HR -1 j 3fl"-34„ I 5'° Max. 2" o.c. (Typ,) sthat is i bo riser R5 BARS C B" C -C TYP. SL -I Ftrr all details end dimensions not shown see St`d. FE -CL. 05 BARS 9 8"1 C -C TYP. c- Standard FE -CL SP3 O.D. : • A A S "d !� B SP3 O. Line post .._� = Line ost 30" tiIAMETER e)CAA SP 1 0101 r Round roti scaler st ckle d. . : -7 iii. '� 1 M �' . � .'�s•ny'•�" i .. ... .. .. SP4 O.D, Metal sleeves to '•► CLASS A3 CONCRETE ,. be centered in top of SECTION A -A 3/4 Din, 12"l. 12' NOTES= Botts (Typ,) 1. STANDARD SL -1, MANHOLE SAFETY SLAB IS REOUMD AS PART OF THE DRAMfAGE DESIGN FOR MANHOLES,JUNCTION SOXEi AND DROP INLETS WITH HEIGHTS GREATER 1{lt_D„ THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE WTO 12'WI7H .. En all Contraction .Joint STRUCTURE, SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF • f: - s. • f. . y. . Req'd. RW -2 Retaining 1Nall -o SEE CAST IN PLACE DRAIWINGS FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE :.. ,•, g„ # 3 BARS a $" C -C TYP° 4. SAFETY SLAB WAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE �. CLASS A3 (3000 PSI). PRECAST CONCRETE 6 TO BE A4 (4000 PSI). REWORCNG ALTERNATE INSTALLATION ON WALLS ;=-fir. ..�. LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR IISTRUCTURE WIDTH BY 30" LONG), Notes: TYPICAL PRECAST UNT SPECIFICATION This handrail is to be used only os o protection for pedestrians and should SAFETY SLAB REFERENCE not be placed in ony locotion where it might be subject to any vehicular impact For vehiculvr protection standard qulardroilshould be used. Handroil to be in accordance with the latest edition of the Virginia Uniform Statewide Building Code, CEREN STAN R D HAND RAIL REFERENCE METHOD OF LOCATING AND ERECTING 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 601.05 R5 BARS C B" C -C TYP. SL -I 05 BARS 9 8"1 C -C TYP. : • A A S "d !� B .._� DI 30" DI .t 30" tiIAMETER TTT�A•'` r STRUCTUREAWNESS 'BARES PLAN PLAN a ' :s d. . : -7 iii. '� 1 M �' . � .'�s•ny'•�" i .. ... .. .. '•► CLASS A3 CONCRETE ,. CLASS A3 CONCRETE A . SECTION A -A SECTION B -B NOTES= 1. STANDARD SL -1, MANHOLE SAFETY SLAB IS REOUMD AS PART OF THE DRAMfAGE DESIGN FOR MANHOLES,JUNCTION SOXEi AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHALL BE WTO 12'WI7H NO SAFETY SLAB LOCATED WITHIN B FEET OF THE TOP OR BOTTOM) OF THE STRUCTURE, SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL -1 IS MICLUDED IN THE COST OF THE STRUCTURE. SEE CAST IN PLACE DRAIWINGS FOR FURTHER DETAILS 3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE, STEPS ARE TO BE STAGGERED ACCORDINGLY, g„ # 3 BARS a $" C -C TYP° 4. SAFETY SLAB WAY BE CAST -IN-PLACE OR PRECAST. CAST -IN-PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE 6 TO BE A4 (4000 PSI). REWORCNG .,' ... STEEL TO BE IN ACCORDANCE WITH AASHTO M31, ;=-fir. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH 15 LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR IISTRUCTURE WIDTH BY 30" LONG), TYPICAL PRECAST UNT SPECIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE FOR DROP INLETS, MANHOLES AND JUNCTION BOXES 44RGB+IIA DEPARTMENT OF TRANSPORTATION 106.14 Fpe 30" tiIAMETER .� �T�T-� "• If S or ifice 1/4" HDPE plate BMP TFA�H RACK •-';;•' bolted to structure. 1 V HDPE structural plastic P.O. Boa 4386 •. 1/4" plate and grating PLASTIC °O Winchester GA ??604 p°00 with 1" holes and a min. T TimT �*�+ 000000 1 of 3CJi of opening area SOLUTIONS i�1�IJ 0000°O°O �1 manufacturd by Plastic Plastic 877-877-5727 QC�p�0�p�00 Solutions Inc. or, equal. INC. n1I'I"i,plastic -solution,com o°o°0°0°0°0°0 000000 0000000000000 000000 •�� �' •° ' • shown with optional plate � 4 Section cone. apron 000000 0 0 00000000 00 00 00 ffi 0000000 000 0 HDPE structural plastic ffi® 0000000 000 1/4" plate and grating p ffi®ffi 0000000000 0 with 1" holes and a min. ffiffi t 00 00000 ® 0 of 30% of opening area ffi ffiffi ffi 00 00 2 manufacLured by Plastic ffiffi ffiffi ffi 0 0 Solutions Inc. or equal 0 ®ffiffi �ffi It ffiffiffiffi 0 Isometr is Vclt,iUt1 Dewberry &Davis, Inc. 651 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434, 787.4341 co cz Lo T 0 Cf) czo co SEAL ��T�� Lie. Na. 434285 � sj tip KEY PLAN SCALE 4 8/12/09 MAT Per Co Comments 3 7/2%09 MAT Per Co Comments 2 6-8-09 MAT MISC REVISIONS 1 5-15-09 jlk Per Co Comments No. DATE BY Description REVISIONS MAT DRAWN BY BKB APPROVED BY BKB CHECKED BY 04/13/09 DATE TITLE MIC DETAILS PROJECT No. 5001 1382 C�9m2 SHEET NO. Concrete Mortar Rubble Concrete HANDRAIL (GUARD) TITLE MIC DETAILS PROJECT No. 5001 1382 C�9m2 SHEET NO. Concrete Mortar Rubble Concrete HANDRAIL (GUARD) E X HALF PLAN VIEW SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLAB'S. B TABLE OF QUANTITIES -rte B _ - DEPTH STANDARD MH -1 FRAJE 6 COVER NOTE: THE TOP OF MASONRY IS TO BE LEFT CONCRETE MAINhIOLE STEEL BRICK CONCRETE CONCRETE FEET W7FICIENTLY LOW TO PERMIT PROPER CU. YARDS CU. YARDS 4 0.5 0.785 1.437 To OF SE OF 0.7 0.785 1.899 6 0.9 GRADEBYTHE UMORTAR CC 1 1,961 7 1.0 0,785 BRICK AS DIRECTED BY THE ENGINEER. 8 :tT+ 0.788 2.483 9 1.4 0 7199 747 fa 1,H3 0.785 3,009 it 1.8701455 3 _ _ -4� t R w hlt- 12 2.2 0.970 3.617 13 2.5 ,• 417 14 2,B iv 4.541 FLAT 8LA6 TOP AS DETAILED ON STANDARD T -MH -2 MAY BY 3.10470 4'- 3 [8 + IL ".. SUBSTITUTED FOR TAPERED 4.4 o.4B0.582 ,T7 4 E 64 11E DENOTES LENGTH OF ONE 41) BAR, SECTION WHEN ,APPROVED BY zn 3,02 y.: THE ENGINEER, HALF SECTION A -A -7" 3 _ „ sT'D.sT-1 .g.,3 (WITH FRAME AND COVER REMOVED) A 1t CAST -IN PLACE CONCRETE IS TO BE CLASS A3 A BRICK CONCRETE 3.67 3.49 _IIFA 5 5,-B• f0 8,-7,, _ 3 o ..,� = �• j SENSE 45• NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE 3 1'-B"4 II_01 158 W )MUT PIPES, THE AMOUNT D4512LPCED BY PIPES MUST BE DEDUCTED TO ZIVI, I,%1.I�rl.ts ..fir: Y/.O/. i l� ll�lrllrlllt ! 4" OBTAIN TRUE QUANTITIES. 2. A BASETHICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMEN7S TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MAA4I6LE BLOCK. 9. IF ONSOFEOENS",TIOKES OF SAME Is TB OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. B. ALL CONCRETE TO BE CUSS A3, 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO 8E INCLUDED IN THE 810 PRCE FOR THE STRUCTURE, IPEMCATO MANHOLE FOR 12" - 48" PIPE CULVERTS WITFM REV. 7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1Ds.D1 TABLE OF QUANTITIES 1" COVER A DEPTH BRICK MANHOLE CONCRETE MAINhIOLE STEEL BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 S 0.7 0.785 1.899 6 0.9 0.788 1 1,961 7 1.0 0,785 2.243 8 1.2 0.788 2.483 9 1.4 0 7199 747 fa 1,H3 0.785 3,009 it 1.8701455 3 _ _ -4� t R w hlt- 12 2.2 0.970 3.617 13 2.5 0,970 417 14 2,B 0.970 4.541 15 3.10470 6'-71, to 6'-10" 3 [8 + 0.970 6.265 17 NC 4.4 o.4B0.582 ,T7 4 OBTAIN TRUE QUANTITIES. 2. A BASETHICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMEN7S TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MAA4I6LE BLOCK. 9. IF ONSOFEOENS",TIOKES OF SAME Is TB OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. B. ALL CONCRETE TO BE CUSS A3, 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO 8E INCLUDED IN THE 810 PRCE FOR THE STRUCTURE, IPEMCATO MANHOLE FOR 12" - 48" PIPE CULVERTS WITFM REV. 7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1Ds.D1 FRAME TOP EITHER COVER A OR 8 MAY BE USED WITH FRAME, 22' DIA APPROX. WEIGHT COVER {;OVER 170 LBS. ± 0 MACHINED SECTION A -A SHEET 4 OF S SPEGFCA" 11UTREWE STANDARD MANHOLE FRAME AND COVER 224 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/02 302 106.04 DI-3A,3913C E^V6A4C,hA, -MILT INLET ETI1510% JXNC Y 7 - -- -- --- h JOINT BARS I, AS I 4*'1 ARS F + i DI -3A.39 3C EXPANSION K Y £XPAWSION JOINT 3'•10" FRSE&ACQVR INLET BACK OF SIDEWALK DINT NTE' BARBS+ GUTTER Hr SEE TANG 2 m BARS 2" 4' i ' -z-BARS C " N :: BAR 1 s SUBBASE 'sG F BARS @ b, " +ARS - CLO N RDNARE 1 H f ( + ', I fE E PNO E� �{ 0 _� x k�; •f••'1'•'t !I 11 AR F BAR A EYE SSE i ARS Q GUTTER FARCE OF CURB QONTROL JOINT (CRACK CONTROL J01NT „ a, MIN, PLAN SECTION A -A _ I A 1D'MA%. _ rKEYED CONST.40INT L -VARIABLE - MAk.2O' {Z WARPED $"! 3-D" 2" _ GUTTER B 6 A GUTTEAPPROACH L----------,-- - - - -•- ARS 1- I ( _ EARS F BARS E to B iv +Ik3" DIAMETER ♦ BARS E - WEEP HOLE FRONT ELEVATION BARS F r-6" e.I BARS B (CUTTER REMOVED} 0/4" 50/4" RENT PATE SECTION B -B #• k 4„ TYPE A NOSE DET � jj SHALL BE USED WITH CD -3 A CG -7 STANDARDS. ` ; ..` R :+ ;:•' U21 VII iIKB/All TYPE 8 NOSE DET;+II ]WALL BE USED WITH CO -2 STAI?AROS, TYPE A ' TYPE B Ye" X 4" STUD SHEAR OO191EC70R WELDED {QAX�VA M PLATENECTORS t8 FOR TCP EARA TO SENT AN ANGLE 30` TO ANGLE FM AT 2' C -C. WELDED TO BENT PLATE AT 2'C -C, SHIEAR NOSE DETAILS PR. PAYENENT 01-3A Oh3B L DI -3C L ..i WARPED PAVEMENT 77 •- I�{lwl�r!{I I s I l'o-, I -IL 0 I I I DETAIL, WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET IOF 2 STANDARD CURB DROP INLET � R 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 %O4 O9 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 A -A KEYED CONST, JOOIINgT�sE� j+ j'!- �•'� _ CUTTER S A APPROACH ARS------ -�:E:__ - - - -_ --=� fA � � j $ �• ___ �__' I ' BARS F Bw.g+ 4k3"DIAMETER ARS £ WEEP HOLE FRONT ELEVATION BARS F „ BARS 3 - - (GUTTER REMOVED) - - a' D" I {{{{{{Ft BXI/4" BENT PLATE SECTION B -B �4 BI, .. !• �..♦ zN ' 1/4" R TYPE A NOSE DET SHALL SHALL BE USED WITH CO -3 i CO -7 STANDARDS. TYPE @NOSE DETACaSFALI BE USED WITH 00-2 STAtwDMDS, TYPE A TYPE 8 I -le x 4" STUD 9 -EAR CONRECTOR WELDED C ' VANIPED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO MOLE WON AT 2,C -C, CONNECTORS AND IS TO BE ANCHORED WITH V`i` x 4" STUD SHEAR NOSE DETAILS WELDED TO SENT PLATE AT 2'C -C,11 PR. PAVEMENT DI -3A L Di- L 01-30 L , WARPED PAVEMENT •h � ca Ll I t+ I 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF STANDARD CURB DROP INLET"" 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2 TABLE OF QUANTITIES DI.3AN3s.3C TYPE 1" MH -1 AREA OF SLOT 1" COVER A THIS AREA MAY BE EARTHEN. IN WHICH CASE ' ❑ ❑ C�~ `. CONDITIONS BKB a❑❑ ❑❑Ll STEEL N/n❑❑❑ ❑❑❑ A 2_ I 'ir 1 TO ABUTTING CONCRETE TO PREVENT OPTNAL 7•,•K n. i1. N.T.S. 04morete BARS A BARS B BARS 0 DIMS D BARS E BARS F BARS 0 ❑❑❑ ❑❑❑❑//it ❑❑❑❑Of/ Sq. Ft, +4 Ej •� APPROX, WEIGHT 13 ❑ Q COVER 80 LBS. t Lin, FR, �. •IIA _ .., PLANT OP T22 D1A No, Lint Ft NG. Ln, FtA No, SECTION A -A Na 1� , MACHINED W/i" GIA. - 1„ COVER B 223A•" DIA. 1.15 TRAFFIC --[],_-{ :- CONDITIONS I[-� Cl A R 0t +F 11 f'n ❑t,p W0 �� Al I i 1 T_ 20" a Lam I �ii L��( J1��+1t �! 3 _ _ -4� t R w hlt- OPTTERING T1 33" JiA B QR Q i-CY / AppR01(. WEIGHT COVER 105 LBS. t 4' �k FRAME TOP EITHER COVER A OR 8 MAY BE USED WITH FRAME, 22' DIA APPROX. WEIGHT COVER {;OVER 170 LBS. ± 0 MACHINED SECTION A -A SHEET 4 OF S SPEGFCA" 11UTREWE STANDARD MANHOLE FRAME AND COVER 224 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/02 302 106.04 DI-3A,3913C E^V6A4C,hA, -MILT INLET ETI1510% JXNC Y 7 - -- -- --- h JOINT BARS I, AS I 4*'1 ARS F + i DI -3A.39 3C EXPANSION K Y £XPAWSION JOINT 3'•10" FRSE&ACQVR INLET BACK OF SIDEWALK DINT NTE' BARBS+ GUTTER Hr SEE TANG 2 m BARS 2" 4' i ' -z-BARS C " N :: BAR 1 s SUBBASE 'sG F BARS @ b, " +ARS - CLO N RDNARE 1 H f ( + ', I fE E PNO E� �{ 0 _� x k�; •f••'1'•'t !I 11 AR F BAR A EYE SSE i ARS Q GUTTER FARCE OF CURB QONTROL JOINT (CRACK CONTROL J01NT „ a, MIN, PLAN SECTION A -A _ I A 1D'MA%. _ rKEYED CONST.40INT L -VARIABLE - MAk.2O' {Z WARPED $"! 3-D" 2" _ GUTTER B 6 A GUTTEAPPROACH L----------,-- - - - -•- ARS 1- I ( _ EARS F BARS E to B iv +Ik3" DIAMETER ♦ BARS E - WEEP HOLE FRONT ELEVATION BARS F r-6" e.I BARS B (CUTTER REMOVED} 0/4" 50/4" RENT PATE SECTION B -B #• k 4„ TYPE A NOSE DET � jj SHALL BE USED WITH CD -3 A CG -7 STANDARDS. ` ; ..` R :+ ;:•' U21 VII iIKB/All TYPE 8 NOSE DET;+II ]WALL BE USED WITH CO -2 STAI?AROS, TYPE A ' TYPE B Ye" X 4" STUD SHEAR OO191EC70R WELDED {QAX�VA M PLATENECTORS t8 FOR TCP EARA TO SENT AN ANGLE 30` TO ANGLE FM AT 2' C -C. WELDED TO BENT PLATE AT 2'C -C, SHIEAR NOSE DETAILS PR. PAYENENT 01-3A Oh3B L DI -3C L ..i WARPED PAVEMENT 77 •- I�{lwl�r!{I I s I l'o-, I -IL 0 I I I DETAIL, WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET IOF 2 STANDARD CURB DROP INLET � R 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 %O4 O9 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 A -A KEYED CONST, JOOIINgT�sE� j+ j'!- �•'� _ CUTTER S A APPROACH ARS------ -�:E:__ - - - -_ --=� fA � � j $ �• ___ �__' I ' BARS F Bw.g+ 4k3"DIAMETER ARS £ WEEP HOLE FRONT ELEVATION BARS F „ BARS 3 - - (GUTTER REMOVED) - - a' D" I {{{{{{Ft BXI/4" BENT PLATE SECTION B -B �4 BI, .. !• �..♦ zN ' 1/4" R TYPE A NOSE DET SHALL SHALL BE USED WITH CO -3 i CO -7 STANDARDS. TYPE @NOSE DETACaSFALI BE USED WITH 00-2 STAtwDMDS, TYPE A TYPE 8 I -le x 4" STUD 9 -EAR CONRECTOR WELDED C ' VANIPED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68*30' TO MOLE WON AT 2,C -C, CONNECTORS AND IS TO BE ANCHORED WITH V`i` x 4" STUD SHEAR NOSE DETAILS WELDED TO SENT PLATE AT 2'C -C,11 PR. PAVEMENT DI -3A L Di- L 01-30 L , WARPED PAVEMENT •h � ca Ll I t+ I 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF STANDARD CURB DROP INLET"" 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 3D2 TABLE OF QUANTITIES DI.3AN3s.3C TYPE DEPTH OF INLET (H) TO BE SHOWN ON PLANS. AREA OF SLOT 15_ THIS AREA MAY BE EARTHEN. IN WHICH CASE PAVEMENT SECTIONS, SUBBASE, BKB REINFORCING STEEL THE EXPANSION JOINTS WILL APPLY ONLY TO 2_ THE "H" DUENS104 SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT AND GUTTER CURB AND OUTTER, N.T.S. 04morete BARS A BARS B BARS 0 DIMS D BARS E BARS F BARS 0 WWLIT Ft, Sq. Ft, Cu, YdB. N0, Lin, FR, N0. I Lin. Ft, No, Lin. Ft. No, Lint Ft NG. Ln, FtA No, Lin. FtA Na Lln, FtA Lbs. 01-3A 2'-6" 1.15 OBTAIN TRUE OUANTITE3. FOR {NESTS OF DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. OR GALVANIZED STEEL WIRE UNIMUM WIRE DIAMETER 0,03" NUMBER 4 MESH HARDWARE r DIFFERENT DEPTHS ADC OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT 7" 3 Y-2" - 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS B _ rte. 4' 1.83 2.59 6 1,-6" 2 6'-71, to 6'-10" 3 5'•7" 3 3'-2" 4 1'-6" 3 1,-6" 4 E 64 11E DENOTES LENGTH OF ONE 41) BAR, IIII6' zn 3,02 y.: 6--7" to W-10" 3 -7" 3 _ „ PIPE IS HIGHER THAN THE BOTTOM OF THE .g.,3 1,. STRUCTLI%THE INVERT OF THE STRUCTURE 1t CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20, 8' 1 3.67 3.49 _IIFA 5 5,-B• f0 8,-7,, _ 3 B'-7" = 3"-2" 4 &-8" 3 1'-B"4 II_01 158 DI -30 "0' 4.0 90 9 7'-6" 1 5•-7" to 51-10" 3 51-71, 3 3'-2" 4 Tj`3 II.9„ 4 204 STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE 4 3 9 -B" 1H " to 6, 3 3•-2" 4 B'- 3 1'-B" 4 1'•0" 1 DETAILS SHOWN ON STANDARD DRAWING DI -M8. 4. 5 _„ -g" ,_7" 3 3,.Il'-II" WtFmrruwa-mm 11." 4„298 is, 7.3a &22 51 IN -a- 26 31-711 to 91-10'1 3 _ 302 I ..g" 8.. 4 „ 5 9 5.56 SI IS, -8" 30 6" -4 „ '-7" 3 3'-2" 4 "-6" 3 1'-6" 4 '-0" 20 7 5 _7"tip _ '-7" 3 - l ' -S" .3 1'- " 8 2,,75 3.01 YJ 1-9" 4 1-711 to 81- 5'-7" 3 V-2" !:1,, 6 1'•6" 2 11.01, I1 B' 3.67 3.46 10 2,-9" B W-7" to W-10" 5 61-7" 3 3'-2" B W_9" 6 1'-B" 2 1'- t38 58 3.89 1G 12 6'-7" to '-; '-7" 3 3'-2" 8 1'-8" 2 20 12' 3SB 4,33 1C{ 4'-9" 18 '-7" t B'- " 15 5,_7" -2" B 4'-B" 6 11_6" DI 3C 4.'77 10 6'-7" to G'-" „ 1-7" 3 _ '" ' 7.33 5.21 1C) B -9" 24 " to 6'. 4)„ 5 5'-7" 3 3'-2" B B'-9' 6 1'•B" 2 ' &2S 1,,66 17'. '28 3'-7' 0 6,.,D, 7" 3 3'-2" 8 7'_ I. & 1'-6'2 I, -D,, 20' 17 c.O9 1O B -8. 32 _7,: to 8.1{j, 7" 3'-2„ 6 1,•B" 2 1'-011 439 ' DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, 04 X 8" SMOOTH DOWELS AT APPROXNMTELY 15_ THIS AREA MAY BE EARTHEN. IN WHICH CASE PAVEMENT SECTIONS, SUBBASE, BKB 12" C -C TO BE PLACED IN ALL AREAS ADJACENT CHECKED BY THE EXPANSION JOINTS WILL APPLY ONLY TO 2_ THE "H" DUENS104 SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT AND GUTTER CURB AND OUTTER, N.T.S. AND SPECIFIED ON THE PLANS WLL BE SETTLEMENT, 4 MEASURED FROM THE INVERT OF THE OUTFALL Cc: I6. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 7/2/09 PIPE TD THE TOP OF THE STRUCTURE. S. 3" DIAMETER WEEP HOLE T4 BE LOCATED TO f ✓s•: IN) OF 5-2" WITHOUT PIPES. THE AMOUNT MAT PLAN I'H" DIMENSIONS ARE A"PROX!MATE ONLY DRAM SLIOWE MATERIAL. WEEP )ft)L WITH CC DSPLACED BY PIPES MUST BE DEDUCTED TO Per Co Comments FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 11#" MESH BY OBTAIN TRUE OUANTITE3. FOR {NESTS OF DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. OR GALVANIZED STEEL WIRE UNIMUM WIRE DIAMETER 0,03" NUMBER 4 MESH HARDWARE r DIFFERENT DEPTHS ADC OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�O FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE, _ rte. TO BE SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET i 13-1. THE COST OF FURN)SHINR AND PLACING ALL 9_ ALL REINFORCING STEEL SHALL "AVE A MIN. OF 2 IS TO BE L +16" AT 4.10 LBS./FT,, MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2", INCLUDED IN THE BID PRICE FOR THE STRUCTURE, E I8. 11E DENOTES LENGTH OF ONE 41) BAR, 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 211" I4, ALL REINFORCING BARS 74 BEiFS. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTLI%THE INVERT OF THE STRUCTURE 1t CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20, WHEN MET IS USED IN 4'-0" MEDIAN, BACK OF SHALLT MO TAARR TO HA I). PRECAST CONCRETE L4 TO BE �OEPT©IS TO BE SHAPED TO CONFORM TO PCEMENG EN STANDING PREIN 00000 PPS THE STRUCTURE, THE COST OF FURN05HNG AND PLACING ALL MATERIALS INCIDENTAL 70 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE. BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS, PRICE FOR THE STRUCTURE. 13. IF INLET 35 CONSTRUCTED IN ►!ED1AN CURB 0R S. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED dSEE DETAL), 6, THIS ITEM MAY BE PRECAST OR CAST -!N -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -M8. Slheet 2 of 2 STANDARD CURB DROP INLET WtFmrruwa-mm 121' - 301' PIPE= MAXIMUM DEPTH {H} - 8' 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10+.10 J NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS A A 1J2" RADIUS TOOLED JOINT OR 13 PLAN VIEW 1" DEEP SAWED JOINT (TYP) SEE SITE PLAN 1/4- THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" M,SLOPE 1/4' NFT. (TYP) AX, 5.0' 5.0' 5.0' S.0' 5.0' 5.0' 5.0' ( YP) 1 2 R t �(rYP) f 1 •. } . ' 4�TYP�_ PC CONCRETE NOTE: (TVP} 4 WERE: T YP '7 REQUIRED REINFORCEMENT WILLBERNo. 3 BARS 24" O.C. 4" AGGREGATE BASE ( ) SECTION A -A EACH WAY MAX. SPACING, OR gp%COURSTQSE �PROCTOR D(TYP) TO SECTION B -B &X&-W1.4XW1.4WWF CONCRETE SIDEWALK N.T.S. DTWALKPC 12/17/04 I F4N1S4 POLE SHALL BE PAINTED BLACK TRAFFIC YELLOW (SEE NOTE 1) - 1 Ll -rrTZ= ELEVMQ NOTES:. _... ... 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. WAL-MART LIGHT BASE DETAIL N. .S. 10%02/07 WAL-MART LIGHT @ASE VEGETATION FREE ZONE N.T,S. STD, SM -9.5 A SURFACE COURSE D. 21-A AGGREGATE EDGE OF TURF 1.5' VDOT STD. SM -9.5A SURFACE Ci 2.5" VDOT STD. IM -19.0 BINDER COU &" VDOT STD. 21-A AGGREGATE • BASE COURSE 12" • •' P.C.CONC. , 4 , • .• STABILIZED SUBGRADE I/ STABILIZED SUBGRADE STANDARD DUTY HEAVY DUTY ASPHALT PAVING ASPHALT PAVING ASPHALT PAVING OVERLAY 5" PCC SURFACE COURSE &" - 4000 PSI AIR-ENTRAINEDCONCRETE tj 4" GRAVEL BASE COURSE 4" COMPACTED ABC ' e � BASE COURSE 12" • A ♦ P.C. NON-REINF. CONC. e " • ' P.C. NON-REINF. CONIC.' \' - ,4 ;A V. 4. A STABILIZED SUBGRADE f STABILIZED SUBGRADE STANDARD DUTY HEAVY DUTY CONCRETE PAVING CONCRETE PAVING PC CONCRETE PAVING (SUBGRADE DESIIGN CBR VALUE=8) N.T'.S. N -ASPHALTIC CONCRETE PAVING DRAWN BY SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, BKB SUBGRADE AND COMPACTION CHECKED BY REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER N.T.S. DTCURBA 77TU77/04 U) N DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB % DATE 04%13/09 .r• r U) 4 0W Cc: Per Co Comments 3 7/2/09 0 u)CD f ✓s•: 6-8--09 MAT MISC REVISIONS • CC jlk Per Co Comments No. DATE BY Description M r w 0 Ct'i'6 NOTES: I. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 40030 FSI IF PRECAST. 3, GOWBINATiON CURB k MUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAUNAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SH&L BE CONSTRUCTED PARALLEL TO THE 'SLOPE OF SU13BASE COURSES AND TO THE DEPTH OF THE PA'VEM'ENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG -6 15 BASED ON ROADWAY CLASSFICATION 21k R AMC) DESIGN SPEED AS SHOWN IN APPENDIX A " OF THE VDOT ROAD DESIGN MANUAL. BIi e h• �. ,Ii1;,1, A• A, A- 1 *1 71' 0 Q d A ¢ P D P , fllf 2 1-011 THISAEOTNFTHECATTHPOOCONTRACTOR i COMBINATION Err CURB & GUTTER 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MUdNTAINED. NOTES: CONCRETE CURB 1. THE SURFACE OF RAMP SHALL HAVE _ DETECTABLE WARNINGS WHICH EXTEND THE FULL 10 % MAX. FLARED SIDE SEE DETECTABLE - WIDTH AND DEPTH OF THE CURB RAMP. DETECTABLE WARNINGS SHALL CONSIST OF WARNINGS RAISED TRUNCATED DOMES, SURFACE SHALL SIDEWALK - DETAIL AND DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND -ON -CANE CONTACT. NOTE 1 I� V) SEE DETECTABLE WARNINGS DETAIL. FIZZ i 0 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM O © © O ® �I-o A MAXIMUI`A OF UP TO 107 AT CURB TO EA_ x 8.33% MAX. Q (A Z CONFORM WITH LONGITUDINAL SIDEWALK SLOPE `YJADJACENT TO TOP OF THE RAMP, '�W03. CONSTRUCT PER A.D.A. STANDARDS. . , 0 0 0 © A L,�a vi l 0 C ��.-- PAVwD AREA p.9„ - ELEVATION o 1 10% MAX. FLARED SIDE TRUNCATED DOMES JSHALL CONTRAST CONCRETE CURB VISUALLY WTH ® @ ADJOINING SURFACES, PLAN EITHER LIGHT -ON -DARK, OR DARK -ON --LIGHT. THE MATE IAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. ;n TOP OF RAMP j 5' MIN. IAN LANDING AREA SEE DETECTABLE WARNINGS 8,33% MAX. * PER A,D.A. ACCESSIBILITY GUIDELINES SECTION DETAIL AND NOTE 1 i ROUNDED 4.29.2 3c A4.29.2 - DETECTABLE -�-- 2% MAX.-/ L4" WARNINGS DETAIL ° 0 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYPE.) SECTION A -A ADA RAMP IN SIDEWALK N.T.S. P0`0 LION T- I N N 40_Wqj 1 Dewberry' Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797,4341 ocn� �`+0� > ` B AN IC. B R Lic. No. 034285 AW g j g�o�l L� COMPACTOR, P NOT TO SCALE KEY PLAN NOTE: COMPACTOR PAD DETAIL TAKEN FROM BUILDING PLANS BY Pb2 AND SHOWN FOR COUNTY APPROVAL PURPOSES ONLY. ELEVATIONS SHOWN ARE BASED ON FFE OF 100.00'• TIES AT 18" O.C.8/8"x 12' (MIN) COPPERNELD . ...' .. ... .. .. .. GROUND R CONNECTED TO �1BB EQUIPMENT GROUND HIRE AT 3G' STEEL TAPERED POLE CONNECT A EWiPMENT REINFORCING ROUND WC IN POLE PER SPECIFlCARONS. POLE GROUND COWDUCTCRS TO BMS PLACED NLSTALLATION IN CONCRETE SSHA - BE ",PDE PLUMB KITH GROUNDING LUG IN POLE ADJACENT TO PAYMG REWIRES CONTINUOUS LEVELING NUTS. TEMPRMY OAP ALL CONDUIT PAVING: .. :. - ANCHOR DOLTS 1/2' EXPANSION JOINT MATERIAL �''•(���/'+{7C'1'' SLAB ALL AROUND, SEA, Nth( JOINT HAND HOLE WTH COVER CONCRE lE SLAp 43 • CONONT A9 REWIRED SAILER PER SPEC FlCARONS -A iT2CM BASE ffi POLE. SJB'x 1Y COPPERYELD GROUND RCD 4`x S" AtIN. CONNECTED TO EQUIPMENT GROUND 1 /2 DIA x 10 SMOOTH ROUND DICIAEL JUNCRON BOX (POLES WRE AT GROUND LUO IN PGE AT 24`' g CENTERED >ON JOINT. DQt'VELS SECTION -A -A- ONNLLIGNAE SV UY) TH CC MFFl% DETAIL 'G" BR06M FINIS 7 TYPICAL PICAi "�- DETMEEN TOP AND SECOND TESPRIGIADE - �/ p pip N POLES MUST BE LEVEL AND . SQUARE WITH: JOINT DESIGNATEDNWTHR AM OSUFfIX ONLY LE. A .. .: EX F EE�IO :EACi - j� ry�`R y� �y { �•'� IL y'� / r'1 - BV_CAN). REFER SITE PLAN FOR SECURITY " r' WALL, : '�REE,(UII'SGV ONLY 'A !. CONC, Pt•1 VIN1,� POLE -Tp -BASE PLATE WELD AN DR POLE LOCATIONS eI (4) ANCHOR BOLTS 7.25` DIA /� V .. ' .. D BOTTOM FlNI x #2 LONG x 0 HOCK .... SHALL COMPLY WTH AWS " III((( .. .. ... SPECS. AT TOP AN Qi BO 15 6"K$" CONCRETE CURB PME�J p�ANHyD pSEA-LAN}Ta IF GF BASE PLATE $H GRADE '}' ► { /�. •� 1r� REQUIRED, REFARCH 1...H BASE PLATE BOLT HOLE . NO C11R6 A 1. SINE �CONDITi ON � �9 POLE BASE PLATE 0 � '-33/4• �� PAVING +'� "W BOLT PATTERN PER .7PL.1 - 4 AT 1LA1r OC EYY. MANUFACTURER'S [�J^�cf� ,•� �" /'� �L n 2` �cuRliY CAMERA GGNDu1T . i. ROS w? SLOPE NOT - '. _ fi {r�+y RECOAiMENDA710N i� DMGNATED TO •��+. r�qy C: w 'CAM'SSUMU ONI Y, ETM �-� 4- 6' (MN) LCNG BMS TO "E�AI/.'�EpED. 21'/0 � tJ m BV -CAH) EQUALLY SPACED SLOPE - 'wf : ... LIGHT FIXTURE ORIENTATION 24" DIA, CONCRETE FOUNDATION 1- GIN. LIGHTING CONDUIT m iCi TEES 0 16' O.C. MAX .•---'••- - SEE SITE PLAN FOR NCTtON SCX (POLES DESIGNAT.T1 VERTICAL AND HORIZONTAL--• IENTAMN M BOILONG) WTH 'CAM ONLY, I, A R 3" MINNUM COVER TIP y r. Ffl% NELRDSN6i OT PEIITED� a,, .' - s• -, # _ 1 _ 4 _ BV -CAN , FLUSH WTH FACE OF SUPPORT RSSNFORCEMENT IN �+ i. .�._-...,, LIGHT Pz .E 9ASE. tOCATE e d� Y - - :'¢• JJNCTCN SOX TOWARDS FRONT OF ITS PROPER LOCATION FROM BOLT COYER TYPICAL BUILDING. JUNCTION BOX SHALL THE FORMWORK QURINC • . ,F... _ _ -"`, - " - - - BE CARLON "ART NUMBER CONCRETE CPERAriON. ty N„ .. SECTION B -B E1212024 WTH E1212DIV FIELD tNSTALLASLE DIN R . ::'a. :I •-1- ..il-- DE REFER 2' DELCW FROST I' _ A I�{} II • 9PEGr1C TIONS :: • .:.. • .•. -++ - .REF FDN .71J�SURFACE � HMBHOLf WTH COVER RENOLED 01A4ETER -}•T,. II- I.I-III•' SUBGRADE ^I1_TI V I'?1 p p }+ PRI=PARATICIN Nt]lF 1=CllE� BURNDY COPPER CLAM . .. 1 I ! ' : I 7 - t I I .-._ � _I� E F TIi 4.r - TO kFN51DE OF POLES HUNT MD BOLT R SURNDY ;�, UNDERSLAB REQUIREMENTS TWO PACE BOLT COPPER jK020 SfRV7 j { ATTACHED TO GROUNDING LUG 11 319 ry, ;{ �n/'y •�• ��p CO1ER REWIRED #4 GROUND CABLE ATTACHED NOTES: 3500 451 MIK. 28 DAY COMPRESSIVE STRENGTI}i CONCRETE WTH GRAD -c ?O REINFORCING STEEL o.J. �. '.. (•� [� /�r L'y : ��VLr��:-yF'�'-T•�-,•,4�ONT. „!TH LOCKINO WASHER M ROUND ROD 2, IF WATER IS PRESENT IN HOLE. REMOTE DEFORtE POURNG CONRETE. IF 1 t Vn _-' -..: .. : -TIER- .:lei,-I'V I�VRi'1GR [TAR 9TE UCHTNG 1ENDOR BY NUT 3, FOUNDATION EXCAVATION SHALL BE BY 24" MUGS IN UNDISTURBED R PROPERLY COMPACTED FILL PER SPECIFICARONS. . r if _ - WASH 5' MIN„ S.5" MAX. 4, FW40ATI0N SHALL HAVE A "IMUM ALL OWAIBLE END BEARING OF 20M PSF. ^0.': LEVELING NUT BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COKESISE SOIL BASM W A MINNUM COHESIVE . .. _(MAXNV FROM VALi1E Of IOOA PSF, 6. FOUt�ESUR HAS BEEN DESIGNED rCR A GRANULAR SOL 2 BASSO ON A MINIMUM LATERAL SQL CRCRETE) BASE PLATE PER PRESSURE OF 1000 PSA, UTILIZING AASHTO F1iGURE' 1.8.20(4) OF "EMBEDMENT OF POSTS .. - •.•.,� SPECIFlCARONS WTH OVERTURNMG LOADS. . :� A _ DET/�IL wC- ANCHOR Bp.7 s. nLL NDAMP0S � nurvoPTA}FIXTURE11 BE 4.6 MFT, FIRE-CAST tIG4T POLE BASE - f//�3{, FOUNpATONS ARE NOT ACCEPTABLE, 3/4 121/2 - 1:' [}" 103)08 52-019 12 1/2 BOLT CIRCLE I DE WALK SECTI 0 �� RaFFF RgOjU I,,r2" 1,-•c„ �7�Pca�-o� CONIC STRENGTH @ 28 DAYS: 5000psi �X TYPICAL ANCHOR BOLT Sppl(;IN TYPICAL LIGHTING PALE BASE DETAIL CONIC STRENGTH @ 28 DAYS: 3 5 00ps i!TYPICAL LIGHTING POLE BASE DETAIL 10/02/a7 NOTE: COMPACTOR PAD AND SIDEWALK SECTIONS TAKEN FROM BUILDING PLANS BY Pb2 AND SHOWN FOR COUNTY APPROVAL PURPOSES ONLY. P��OUNTEC�E�D��L �QR POLE LCCARONS DESIGNATED WTH 'CAH" SUM ONLY, I.E. BV -CAM. CANERAS AND WRING BY OTHERS. SCALE DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB % DATE 04%13/09 U) 4 0W Cc: Per Co Comments 3 7/2/09 0 u)CD 2 6-8--09 MAT MISC REVISIONS 1 CC jlk Per Co Comments No. DATE BY Description p "�� � !�• C Iffi _ rte. O �� r� w jcz E CIO ocn� �`+0� > ` B AN IC. B R Lic. No. 034285 AW g j g�o�l L� COMPACTOR, P NOT TO SCALE KEY PLAN NOTE: COMPACTOR PAD DETAIL TAKEN FROM BUILDING PLANS BY Pb2 AND SHOWN FOR COUNTY APPROVAL PURPOSES ONLY. ELEVATIONS SHOWN ARE BASED ON FFE OF 100.00'• TIES AT 18" O.C.8/8"x 12' (MIN) COPPERNELD . ...' .. ... .. .. .. GROUND R CONNECTED TO �1BB EQUIPMENT GROUND HIRE AT 3G' STEEL TAPERED POLE CONNECT A EWiPMENT REINFORCING ROUND WC IN POLE PER SPECIFlCARONS. POLE GROUND COWDUCTCRS TO BMS PLACED NLSTALLATION IN CONCRETE SSHA - BE ",PDE PLUMB KITH GROUNDING LUG IN POLE ADJACENT TO PAYMG REWIRES CONTINUOUS LEVELING NUTS. TEMPRMY OAP ALL CONDUIT PAVING: .. :. - ANCHOR DOLTS 1/2' EXPANSION JOINT MATERIAL �''•(���/'+{7C'1'' SLAB ALL AROUND, SEA, Nth( JOINT HAND HOLE WTH COVER CONCRE lE SLAp 43 • CONONT A9 REWIRED SAILER PER SPEC FlCARONS -A iT2CM BASE ffi POLE. SJB'x 1Y COPPERYELD GROUND RCD 4`x S" AtIN. CONNECTED TO EQUIPMENT GROUND 1 /2 DIA x 10 SMOOTH ROUND DICIAEL JUNCRON BOX (POLES WRE AT GROUND LUO IN PGE AT 24`' g CENTERED >ON JOINT. DQt'VELS SECTION -A -A- ONNLLIGNAE SV UY) TH CC MFFl% DETAIL 'G" BR06M FINIS 7 TYPICAL PICAi "�- DETMEEN TOP AND SECOND TESPRIGIADE - �/ p pip N POLES MUST BE LEVEL AND . SQUARE WITH: JOINT DESIGNATEDNWTHR AM OSUFfIX ONLY LE. A .. .: EX F EE�IO :EACi - j� ry�`R y� �y { �•'� IL y'� / r'1 - BV_CAN). REFER SITE PLAN FOR SECURITY " r' WALL, : '�REE,(UII'SGV ONLY 'A !. CONC, Pt•1 VIN1,� POLE -Tp -BASE PLATE WELD AN DR POLE LOCATIONS eI (4) ANCHOR BOLTS 7.25` DIA /� V .. ' .. D BOTTOM FlNI x #2 LONG x 0 HOCK .... SHALL COMPLY WTH AWS " III((( .. .. ... SPECS. AT TOP AN Qi BO 15 6"K$" CONCRETE CURB PME�J p�ANHyD pSEA-LAN}Ta IF GF BASE PLATE $H GRADE '}' ► { /�. •� 1r� REQUIRED, REFARCH 1...H BASE PLATE BOLT HOLE . NO C11R6 A 1. SINE �CONDITi ON � �9 POLE BASE PLATE 0 � '-33/4• �� PAVING +'� "W BOLT PATTERN PER .7PL.1 - 4 AT 1LA1r OC EYY. MANUFACTURER'S [�J^�cf� ,•� �" /'� �L n 2` �cuRliY CAMERA GGNDu1T . i. ROS w? SLOPE NOT - '. _ fi {r�+y RECOAiMENDA710N i� DMGNATED TO •��+. r�qy C: w 'CAM'SSUMU ONI Y, ETM �-� 4- 6' (MN) LCNG BMS TO "E�AI/.'�EpED. 21'/0 � tJ m BV -CAH) EQUALLY SPACED SLOPE - 'wf : ... LIGHT FIXTURE ORIENTATION 24" DIA, CONCRETE FOUNDATION 1- GIN. LIGHTING CONDUIT m iCi TEES 0 16' O.C. MAX .•---'••- - SEE SITE PLAN FOR NCTtON SCX (POLES DESIGNAT.T1 VERTICAL AND HORIZONTAL--• IENTAMN M BOILONG) WTH 'CAM ONLY, I, A R 3" MINNUM COVER TIP y r. Ffl% NELRDSN6i OT PEIITED� a,, .' - s• -, # _ 1 _ 4 _ BV -CAN , FLUSH WTH FACE OF SUPPORT RSSNFORCEMENT IN �+ i. .�._-...,, LIGHT Pz .E 9ASE. tOCATE e d� Y - - :'¢• JJNCTCN SOX TOWARDS FRONT OF ITS PROPER LOCATION FROM BOLT COYER TYPICAL BUILDING. JUNCTION BOX SHALL THE FORMWORK QURINC • . ,F... _ _ -"`, - " - - - BE CARLON "ART NUMBER CONCRETE CPERAriON. ty N„ .. SECTION B -B E1212024 WTH E1212DIV FIELD tNSTALLASLE DIN R . ::'a. :I •-1- ..il-- DE REFER 2' DELCW FROST I' _ A I�{} II • 9PEGr1C TIONS :: • .:.. • .•. -++ - .REF FDN .71J�SURFACE � HMBHOLf WTH COVER RENOLED 01A4ETER -}•T,. II- I.I-III•' SUBGRADE ^I1_TI V I'?1 p p }+ PRI=PARATICIN Nt]lF 1=CllE� BURNDY COPPER CLAM . .. 1 I ! ' : I 7 - t I I .-._ � _I� E F TIi 4.r - TO kFN51DE OF POLES HUNT MD BOLT R SURNDY ;�, UNDERSLAB REQUIREMENTS TWO PACE BOLT COPPER jK020 SfRV7 j { ATTACHED TO GROUNDING LUG 11 319 ry, ;{ �n/'y •�• ��p CO1ER REWIRED #4 GROUND CABLE ATTACHED NOTES: 3500 451 MIK. 28 DAY COMPRESSIVE STRENGTI}i CONCRETE WTH GRAD -c ?O REINFORCING STEEL o.J. �. '.. (•� [� /�r L'y : ��VLr��:-yF'�'-T•�-,•,4�ONT. „!TH LOCKINO WASHER M ROUND ROD 2, IF WATER IS PRESENT IN HOLE. REMOTE DEFORtE POURNG CONRETE. IF 1 t Vn _-' -..: .. : -TIER- .:lei,-I'V I�VRi'1GR [TAR 9TE UCHTNG 1ENDOR BY NUT 3, FOUNDATION EXCAVATION SHALL BE BY 24" MUGS IN UNDISTURBED R PROPERLY COMPACTED FILL PER SPECIFICARONS. . r if _ - WASH 5' MIN„ S.5" MAX. 4, FW40ATI0N SHALL HAVE A "IMUM ALL OWAIBLE END BEARING OF 20M PSF. ^0.': LEVELING NUT BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COKESISE SOIL BASM W A MINNUM COHESIVE . .. _(MAXNV FROM VALi1E Of IOOA PSF, 6. FOUt�ESUR HAS BEEN DESIGNED rCR A GRANULAR SOL 2 BASSO ON A MINIMUM LATERAL SQL CRCRETE) BASE PLATE PER PRESSURE OF 1000 PSA, UTILIZING AASHTO F1iGURE' 1.8.20(4) OF "EMBEDMENT OF POSTS .. - •.•.,� SPECIFlCARONS WTH OVERTURNMG LOADS. . :� A _ DET/�IL wC- ANCHOR Bp.7 s. nLL NDAMP0S � nurvoPTA}FIXTURE11 BE 4.6 MFT, FIRE-CAST tIG4T POLE BASE - f//�3{, FOUNpATONS ARE NOT ACCEPTABLE, 3/4 121/2 - 1:' [}" 103)08 52-019 12 1/2 BOLT CIRCLE I DE WALK SECTI 0 �� RaFFF RgOjU I,,r2" 1,-•c„ �7�Pca�-o� CONIC STRENGTH @ 28 DAYS: 5000psi �X TYPICAL ANCHOR BOLT Sppl(;IN TYPICAL LIGHTING PALE BASE DETAIL CONIC STRENGTH @ 28 DAYS: 3 5 00ps i!TYPICAL LIGHTING POLE BASE DETAIL 10/02/a7 NOTE: COMPACTOR PAD AND SIDEWALK SECTIONS TAKEN FROM BUILDING PLANS BY Pb2 AND SHOWN FOR COUNTY APPROVAL PURPOSES ONLY. P��OUNTEC�E�D��L �QR POLE LCCARONS DESIGNATED WTH 'CAH" SUM ONLY, I.E. BV -CAM. CANERAS AND WRING BY OTHERS. SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04%13/09 4 8/18/09 MAT Per Co Comments 3 7/2/09 MAT Per Co Comments 2 6-8--09 MAT MISC REVISIONS 1 5-15--09 jlk Per Co Comments No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04%13/09 TITLE MISC DETAILS PROJECT NO, 5001 1382 Cm9m3 SHEET NO. OF E X F-01 W Wt W 6 DRAWN BY 1 APPROVED BY BKEI r ------------------------7--- T�. DATE 04/13/09 % INLET SHAPING INLET SHAPING (BY OTHERS.) 'A. (BY OTHERS) At % A 3 7/2/09 SOR-35 PVC COUPLING U) =3 2 6-8-09 MAT MISC REVISIONS CAST INTO PRECAST BOX 15-15-09 jlk Per Co Comments, CURB (BY OTHERS) +-A WALL BY, AMERICAST , Description PLAN VIEW SDR -35 PVC COUPLING (D 3: C CAST INTO PRECAST BOX WALL PIPE (bUTLET PIPE LOCA-17ION. VARIES) ..-CLEANOUT PLANT AS SUPPLIED Lij COVER BY AMERICAST TREE FRAME & GRATE CAST: IN I S HOWN GALVANIZED (NOT CAST IN TO SLAB LOCATION VARIES). TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) --- --- ----- (1) rr 0) STREET CURB (BY OTHERS) iv I DOWEL BARS P[AN VlC�VV Cz 0 12" O.C. TREE FRAME PLANT AS SUPPLIED CLEANOUT, COVER & GR I ATE BY AMERICAST GALVANIZED CAST IN: TOP SLAB CASTIN (NOT SHOWN ANGLE: NOSING TOP SLAB ,TOP SLAB FOR CLARITY) CURB AND. CUTTER INTERLOCKING (BY. OTHERS) JOINT.: (TYIP)._\., PERFORATED STREET. UNDERDRAIN SYSTEM BY AMERICAST UNDERDRAIN STONE PROVIDED BY AMERIOAST 0 SECTION A_ -AM DESIGNATION L rn W of 1 0 OUTLET DOWEL BARS @ 12" 0,C, QTY & SIZE PIPE �7 MULCH PROVIDED, BY AMERICAST PERFORATED (1.) 3x3 UNDERDRAIN SYSTEM UNDERDRAIN , STONE PROVIDED BY. AMERICAST BY AMERICAST. FILTER MEDIA PROVIDED BY AMERICAST SECTION A-4 , Wt W DRAWN BY 1 APPROVED BY BKEI r BKB DATE 04/13/09 % INLET SHAPING (BY OTHERS.) 'A. % A 3 7/2/09 II U) =3 2 6-8-09 MAT MISC REVISIONS L--- ------- I 15-15-09 jlk Per Co Comments, CURB (BY OTHERS) +-A 4- 2m , Description PLAN VIEW SDR -35 PVC COUPLING (D 3: C CAST INTO PRECAST BOX WALL (bUTLET PIPE LOCA-17ION. VARIES) ..-CLEANOUT PLANT AS SUPPLIED Lij COVER BY AMERICAST TREE FRAME & GRATE CAST: IN I S HOWN GALVANIZED (NOT CAST IN TO SLAB TO ANGLE, NOSING SLAB FOR CLARITY') TOP SLAB CURB AND GUTTER INTERLOCKING JOINT (TYP) 'co (BY, OTHERS) (1) rr 0) STREET iv I DOWEL BARS Cz 0 12" O.C. FILTER MEDIA PROVIDED SY AMERICAST. PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST UNDERDRAIN STONE PROVIDED BY AMERIOAST SECTION A_ -AM DESIGNATION L W TREE. GRATE OUTLET QTY & SIZE PIPE 6 X 4 V-011 4'"0" (1.) 3x3 4"SDR-35 PVC 8 X 4 81 _0„4'-0" (1) 30 4" SDR -35 PVC X 5... 8W_0" ef-OFF 1) 44 4", 1 SD R-35 PVC, X (1) :4x4 SDR -35 PVC N Fitterra Standard Plan Notes fl r ......... .. Construction & Installation i A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be. at the direction of and approved by The Engineer. B. Tf the Filterra' is stored before installation, the top slab must be placed on the box using, the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area Of the L111it. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbcd sub -grade materials to 95% of maximum density at +I- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. 1), C-utlet connections shall be aligned and sealed to 1-nect the. approved dravdngs with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact, Remove only the temporary wooden shipping blocks between the, box and top slab. The top lid should be sealed onto the box section before b"ackfilling, using, a non - shrink grout., butyl rLibber or similar waterproof seal.. The boards on top of the lid and. boards sealed in the unit's throat must NOT be removed. The Supplier (Americast or its authorized dealer) will remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lilts on. all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of viltcrra�'�'-unit shall conform. to ASTM specification 0891 "Standard Practice for Installation of Underground Precast LAility Structures", unless directed otherwise in contract documents. F. Curb and gutter construction (where present.) shall ensure That the flow -line of the Filterra"k. units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb Cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterralt, environmental device. G, Each Filtcrraal unit must receive adequate irrigation to ensure. survival of the living system during periods of drier weather, This may be achieved through a piped system., gutter flow or through the tree grate. 07-'07,06 www.rilterra.com WAk, D"i Activation filterld, A, Activation of the Filterral"o unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra'" inlet protection kind subsequeat ctean out cost. This process cannot commence until the, project site is fully stabilized and cleaned (full landscaping, sweeping co , grass cover, final paving and street rnpleted), negating the chance of construction materials contaminating the Filterrai� system. Care shall be taken during construction not to damage the protective throat and top plates.. B. Activation includes installation of plant(s) and mulch lavers as necessary. Included Maintenance A. Eaeb correctly installed FilteffaR_- unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of I year, The cost of this service is to be included in the price of each FiltcrraR, unit. Extended maintenance contracts are available at extra cost upon request. B. Annual included maintenance consists of a maximum of (2) scheduled visits, The visits arc scheduled seasonally; the spring visit aims to clean -up after winter loads that may include stilts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each Included Maintenance visit consists of the following tasks. 1. Filterra-V unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4, Plant health evaluation and pruning or replacement as necossany 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the biorciention technology, 077/`07,1040 www.rdterra.com 27 Dewberr Tir y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434.797,4341 SEAL 0 ytFsA�,hT C) &Niv AN K. B NER Lic. NO 34285 CA . . NAL. . "F, KEY PLAN SCALE 1 DRAWN BY 1 APPROVED BY BKEI CHECKED BY BKB DATE 04/13/09 % % 3 7/2/09 0 CO U) =3 2 6-8-09 MAT MISC REVISIONS 1 15-15-09 jlk Per Co Comments, No. +-A 4- 2m , Description (D 3: C 0 W Lij 0 cc 76 E a) 0 (1) rr 0) Cz E .L CCS SEAL 0 ytFsA�,hT C) &Niv AN K. B NER Lic. NO 34285 CA . . NAL. . "F, KEY PLAN SCALE 1 DRAWN BY 1 APPROVED BY BKEI CHECKED BY BKB DATE 04/13/09 3 7/2/09 MAT Per Co Comments 2 6-8-09 MAT MISC REVISIONS 1 15-15-09 jlk Per Co Comments, No. I DATE BY , Description REVISIONS DRAWN BY MAT APPROVED BY BKEI CHECKED BY BKB DATE 04/13/09 TITLE -m - -1 S C DETAILS PROJECT NO, 50011382 C-9.4 SHEET NO. OF MANHOLE OPENING 17 FINISH GRADE FINISH GRADE OUTSIDE DIAMETER OF HDPE PIPE WATERTIGHT CONNECTOR (GRASS AREA) f- _7 A (RIGID PVMT.) WATERTIGHT CONNECTOR KOR-N-SEALo 306) j MANHOLE/STRUCTURE WALL 777 FIRST COUPLER SHOULD BE 18" (045m) FROM WALL OR BE UNDISTURBED 5 LIZ ENCASED IN FLOWABLE FILL EARTH VARIES A ADAPTER ADAPTER OD 00 ,rt, . I STRUCTURAL BACKFILL yo YI PER ASTM D2321 & TECHNICAL C SUITABLE EDDING PER TECHNICAL SPECIFICATIONS. Bc- A-" SPECIFICATIONS. FOUNDATION L\ by 1. ALL REFE'RF�,JCESTO CILASS 1 OR 11 MATERIAL ARE PIER ASTV11 D232-1 ',STAI\IDARD FLOW AP LATEST E1__'1ITI0I,.L ADAPTER W/SMOOTH EXTERIOR PREFABRICATED MANHOLE NATIVE SOIL rn�_ i'l 5 4` 2;'- '12 ADAPTER W/SMOOTH EXTERIOR PLACED UNDER PIPE MIN. CLASS I OR 11 BACKFILL PER 2, ALL RETENTION AND DETEj\ATj0t\j 'ISYSTEMIS SIHALI­ BE INSTALLED IN ACCORDANCE �AITW(-, -79 W1 AND PROPERLY ASTM D2321, COMPACTED IN A S Fil ) I D 2 3 2 1 DJEST EDITION MAfT­'1FACP_jRER'S '-PUBLISHEED INSTALLATION COMPACTED 15 8 1 12 '12" 8" (0.2m) MAX. LIFTS TO A GUIDE -1 INES SUITABLE FOUNDATION MIN. MIN. PROCTOR DENSITY MA:11-ERIAL, WHEN RE.QIJIRE'DSEE AST�vl D2321 8 21 TYPE 1A: A-LOK GASKET (PRE -CAST) TYPE 1B: KOR-N-SEAL (CORED HOLE (292 MIN"i I W/HDPE PREFABRICATED MANHOLE OR PRE -CAST) W1 FIELD INSTALLED 24 2 8" 1 13 11`-0,7" ADAPTER W/ SMOOTH EXTERIOR MANHOLE BOOT W/ HDPE0 THE EN 1NE, AB _17E I G A SEE STANDARD DETAIL STO-201 AND TECHNICAL NOTE: 5.04 HDPE CONNECTIONS TO W/ SMOOTH EXTERIORNOTES: '1MMM PIPE SIZEI ADAPTER OD (IN) PRODUCT CODES KOR N-SLIPAL A-LOK RAG (IN) A -PROFILE �-f--r���- A- PROFILE '-���� SERIES I OR ISERIES 306 � 4t PROFILE 5SUO�8LE �/TER�L SHALL BE CLAS3 | OR D. THE QONTRACTOR SHALL | 3S" 42^ < 22" | 8�" N/A 480 475 15 17.98 18.05 1522ANB 1 �/�((K4UK� INSERTION ANGLE SHALL NOT EXCEED REQUIREMENTS �B �pECR�EO BY THE MANUFACTURER. ' / ' PR0YDE S306-22 ' 00 �� � W�\1�G7 u^u� (5�Q MN) ''1GOO '��~^ Jl 18 WW) ' '457 WW� ]- ���2 W�� 710 710 DO�U�BNT�OON FO� �"[ER!AL SPECIFICATION T0 EN�|NEER' UNLESS OTM[R�|�E NOTE� -- --'�� -- -- -- -- -` -- -- -- =-L�-- -- --!- -����-��y--/-^ -- -- -* 3022ANB 2 SEE STANDARD DETAIL 5TD-204 A FOR STRUCTURE CONNECTIONS, PRODUCT INFORMATION AND DIMENSIONAL PIPE DY TH[ ENQNEER W|�}�U� OEDD|N� TH|CXNE�5 ' 5H�LL BE 4" /1OOmm` FQR 4'' 24~ � / - | 42'' | 4O" � 24`' � 71 g^ � 18'' 3622ANBH . | 1�'' � �4'' . | 1360 �� ^^ DATA. |M�TA���|{]N RECOMMENDATIONS ARE ALSO SPECIFIED |N HTECHNICAL NOTE 5,O4� HDPE CONNECTIONS TO [1OOrnm-G0Om,r``� �" '15Ornn�` FOR 30'` -OO'~ (75Qrnm-�OOn�m)� O05O M1 "i W�& (6�0 �W)l�1�28 S306 -52L ��� L_/4�7 1570 �W) ] �92 ����(S1O 55.75 �k& 4822ANBH -- MANHOLES AND STRUCTURES. Q� 4B�TER|AL SH�LL BE CLASS' | OR || }N TH[ p�pE 7,011- TLA | 4B' \ 54~ ! 25~ � 785' N/A CUSTOM S206 -64L 2 1940 EXTEW0NG N87 LESS THAN 0° ABOYE CR0ffi# OF PIPE, THE CUNTRACTOR SHALL (1 2,U10 �w�1�7� k��� (63� WW} x'1A04 ��) | (457 KX�) / (61 (D �M) 3 PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. CONTRACTOR MUST INSURE MANHOLE GASKET !S UNIFORMLY ' ^ PROV|DE DOCU�ENTATiON F�R WATER{Ai SpE�|RCAT|ON TO EN�|NEER WATE�{AL SHAiL �--�---^`------ / ' -"-�---- -^��-'----~���-----`-�--�-----'-'-�-- / ---= | SEATED AROUND STRUCTURE ADAPTER. EXTRA PREC/�/Tl[)NS��UST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT '�-|--- --��������-I��.��| �'---���� �'-���-���i��}O-���--��EC-)����- ' - '-- / 8O'` / O7^ \ �4^ . | 0O^ i 1B'' �4" . THE PIPE AND MANHOLE. �` "�'����" "� '`�°""`�" " "�'`° "���'' SPEC|RC�|0N �"'�-' �°' ', '"`" ` '°'� �MBETWEEN (e1D ty', �vi |(2288 11\4 M) | (457 M�) | 2S2W­17D2 (D-;] -1 11 V!� -= | l * CL�S5 | BACKRLL R��U!RED AR0UND 0O" D|�WETER RTT�NG3. | PIPE SIZEI ADAPTER OD (IN) PRODUCT CODES KOR N-SLIPAL A-LOK RAG (IN) A -PROFILE -i -PROFILE A- PROFILE H -PROFILE SERIES I OR ISERIES 306 k-PROFI LE 4t PROFILE 12 14.73 14.45 1222ANB 1222ANSH S`106-i�20BWS N/A 480 475 15 17.98 18.05 1522ANB 1522ANBH S106-20WS S306-22 580 580 18 21.71 22.0 1 1822ANB 1822A BH1 S206-26 S306-26 710 710 24 28.52 28.9 2422ANS 2422A BH I S206-32 S306-32 915 930 30 35.92 36.0 3022ANB 3022ANBH S206-40 S306-40 1180 1180 36 42.06 42.15 3622ANB 3622ANBH S206-46 S306-46 1350 1360 42 48.54 48.75 4222ANB 4222ANBH S206 -52L S306 -52L 1560 1570 48 54.53 55.75 4822ANB 4822ANBH S206 -58L S306 -58L 1745 1790 54 N/A N/A CUSTOM S206 -64L N /A 1940 1940 MM"ITUA PERFORMANCE HIGHLY DEPENDENT ON INSTALLATION. � CONTRACTOR MUST INSURE MANHOLE GASKET IS UNIFORMLY SEATED AROUND STRUCTURE ADAPTER - EXTRA PRECAUTIONS � MUST BE TAKEN TO PREVENT DIFFERENTIAL SETTLEMENT � BETWEEN THE PIPE AND MANHOLE. ** THIRD PARTY CODES AS SUPPLIED BY MANUFACTURER� _ KOR-N-SEAL is o registered trademark of NPC. Inc. po�orn\ � ' / � A-LOK is o registered trademark of A-LOK Products, Inc. | 3 REVISED 18" SPACING TJR 01/05/09 CKS �DATED ADAPTER OD & PRODUCT COD CKS 8/3/07 T)�007 ADS, IN— REV. DESCRIPTION BY MM/DD/YY CHK*D ,_D ZOO? AD -3; fiNC. REV. DESCRIPTION BY MM/DD/YY CHWD (D2007 ADS, INC. DESCRIPTION BY MM/DD/YY uvm 07.25.06 um 10/10/06 STRUCTURE CONNEC I N 4640 TRUEMAN BLVD TYPICAL RET/DET 4640 TRUEMAN BLVD WATERTIGHT STRUCTURE 4640 TRUEMAN BLVD INSTALLATION D IL HILLIARD, OHIO 43026 CROSS SECTION DETAIL HILLIARD, OHIO 43026 CONNECTIO'N TYPE I DETAIL HILLIARD, OHIO 43026 DRAVANG NUMBERSTD-201 DRAWING NUMBER: STD -702 OF DRAWING NUMBER. STD -204A 1 OF 1 CONCRETE COLLAR SEE PLAN FOR FRAME 3099CGS SEE PLAN FOR FRAME LID/GRATE & LID/GRATE APPROX. DRAIN AREA = 324.00 SQ IN 12" APPROX. WEIGHT WITH FRAME 237,00 LBS z, =77, 7777777777777j REFER TO STD -702 CORRUGATED HDPE RISER FOR COVER HEIGHT (SPECIFY DIAMETER) DETAILS STRUCTURAL BACKFILL PER ASTM D2321 & TECHNICAL 2500 PSI P.C. CONCRETE COLLAR CLEANOUT EARTH UNDSTURBED EARTH RISER 3.25 LATERAL -7 PER ASTM D2321 & TECHNICAL INIMUM STRUCTURAL BACKFILL PER t! MAXIMUM ASTM D2321 & TECHNICAL SPECIFICATION BEDDING PER TECHNICAL SPECIFICATIONS - 8. MINIMUM my _:ij =LOI =ST SECTION A- 4" MIN. 2500 PSI P.C. CONCRETE COLLAR A. 36"-60" HDPE SOLID WALL HDPE CLEANOUT REFER TO STD, -702 CONCRETE FOR COVER HEIGHT PIPE LAMETER R) CIFY DIAMETE DETAILS UNDISTURBE EARTH MINIMUM LATERAL 4p- (DO NOT OLLUTE AT OMNS Toil BEDDING PER TECHNICAL SPECIFICATION CLASS I OR 11 MATERIAL PER ASTM D2321, LATEST EDITION, BEDDING PER TECHNICAL SPECIFICATION --J C COMPACTED IN MAX. 8" LOOSE E71R-70N) 031.87 036.00 UNDISTURBED NATIVE SOIL OR LIFTS TO 95% MIN. OF MAX. SPID MATERIAL PER PROJECT SPECIFICATION MINIMUM SECTION B-5 ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE DRAWN BY ESC MATERIAL 3130 VERONA AVE GRATE MEETS H-20 LOAD RATING BUFORD, GA 30518 -2443 DED 60" FITIING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 DATE 3-8-06 DUCTILE IRON PHN (770) 932 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT NyltqlaSt FAX(770)932-2490 �-12007 ADF, M, REV. DESCRIPTION BY MM/DD/YY www.nyloplast-us.com ADS, INC REV. DESCRIPTION I BY IMM/DD/YYICHWD LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. APPD BY CJA PROJECT NOJNAME CRIM TITLE 7001-110-022 10/23/96 DATE 3-8-06 RISER TEE 36"-60" 4640 TRUEMAN BLVD TYPICAL RET/DET 4640 TRUEMAN BLVD 30 IN STANDARD GRATE ASSEMBLY - TYPE 8 HILLIARD, OHIO 43026 RISER/CLEAN-OUT DETAIL HILLIARD, OHIO 43026 CONC_ INSTALLATION DEIAIL I LUWWA DWG SIZE A SCALE ti() SHEET 1OF1 DWG NO 7001-110-221 REV 8 'N-12 HP STORM TRENCH INSTALLATION DETAIL TABLE 1, RECOMMENDED MINIMUM TRENCH WIDTHS MIN. COVER TO MIN. COVER TO RIGID PAVEMENT, H FLEXIBLE PAVEMENT,H FINAL `�-- INITIAL � �� SPR|NQUNE �� | | - BACKFILL | | ( PIPE DIAM, MIN TRENCH WIDTH APPROVED BY BKB CHECKED BY BKB DATE/ D4/1�/»S ' - 48" (122200mm.) 80" (2030minn) A.,HAUNCH TABLE 2.M<N|MUNIREC0AAMENDB}COVER BAGEDOIN VeH|CLE LOADINGCOND|T|ON8 BEDDING 4" FOR 12"-24" PIE I PIPE DIANIHEAVY CONST RUCTION G" FOR 30"-60" PIPE IN TRENCH ~'~'' ~` SUITABLE (75T AXLE LOAD NOTES: FOUNDATION / (SEE TABLE) ' 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND (300mrn 1200 -nim) INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION,11 WITH THE EXCEPTION THAT THE INITIAL BACKFILL MAY EXTEND TO THE CROWN OF THE PIPE. S0LCLA80F|OAT|ONGVEHICLESEXCESS75TIAY ----' | | ARE PER THE LATEST VERSION OFASTM D2321. CLASS IVB MATERIALS (MH.CH) AgDEFINED \NPREVIOUS VERSIONS OF | | | | �nrwnono1�Re NOT APPROPRIATE TABLE3.XAAXi�W�C0VERFaRADS N'12HPPIPE, ft | | '-�-----��'- - - -'--�� �� -'-��� 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKIFILL MATERIAL, WHEN REQUIRED. 3. WHERE THE TRENCH BOTTOM IS IUNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BYTHE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AGSPECIFIED BYTHE ENGINEER. ASANALTERNATIVE AND AJTHE DISCRETION OFTHE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BESTABILIZED USING AGEOTEXT|LEMATERIAL. 4. SUITABLE MATERIAL SHALL BE CLASS 1, 11, Ill, OR IV. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE WITH TABLE 3FOR THE APPLICABLE FILL HEIGHTS LISTED. UNLESS OTHERWISE NOTED BYTHE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE4"(1O0mm)FOR 12"-24"(308mm-UOOmm)DIAMETER PIPE; G"(15Omm)FOR 3O"'OO"(75Umm-8OUmm) DIAMETER PIPE. THE MIDDLE 1/3 BENEATH THE IPIPE INVERT SHALL BE LOOSELY PLACED. PLEASE NOTE, CLASS IV MATERIAL HAS LIMITED APPLICATION AND CAN BEDIFFICULT T[}PLACE AND COMPACT; USE ONLY WITH THE APPROVAL DF THE GEOTECHNICAL ENGINEER. 5. SUITABLE MATERIAL SHALL BE CLASS 1, 11, Ill, OR IV IN THE PIPE ZONE EXTENDING TO THE CROWN OF THE PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BEINSTALLED AGREQUIRED |NASTM D2321.LATEST EDITION. COMPACTION SHALL BESPECIFIED BYTHE ENGINEER |N ACCORDANCE WITH TABLE 3FOR THE APPLICABLE FILL HEIGHTS, LISTED. PLEASE NOTE, CLASS \VMATERIAL HAS LIMITED / APPLICATION AND CAN BEDIFFICULT TOPLACE AND COMPACT; USE ONLY WITH THE APPROVAL 0FTHE GEOTECHNICAL ENGINEER. I CLASS I CLASS 11 CLASS Ill CLASS IV DIPE DIACOMPACTED 95% 90% 85% 95% 90% 85% 85% 6, MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" (300mm) FROM FILL HEIGHT TABLE GENERATED i - QINIG AASHTC, SECTIO!'A 12, LOAD THE TOP OF PIPE TO GROUND SURFACE. ADDIT10NAL COVER MAY BE REQUIRED TO PREVENT FLOTATION, FOR TRAFFIC RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH T ITE APPLICATIONS; CLASS I OR 11 MATERIAL COMPACTED TO 90% SPD AND CLASS Ill COMPACTED TO 95% SPID IS REQUIRED. FOLI - OVYING ASSUMPT IONS: FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" (300MM) UPTO 48'(1200mm) DIAMETER PIPE AND 24" (600mm) OF HEIGHT OF ,AIATER (Hw) = CRO'01N +V, COVER FOR 60- (1500MM) DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT UNIT VAiEIGHT OF SOIL (ys) = 1201 PCF OR TO TOP OF RIGID PAVEMENT. CLASS IV MATERIALS ARE NOT RECOMMENDEDAS BACKFILL FOR TRAFFIC APPLICATION WITH LESS THAN 72" (1830MM) OF ]COVER MEASURED FROM TOP OF PIPE TO TOP OF SURFACE. 2D09 ADS, INCM REV. DESCRIPTION BY MM/DD/YY CHW7E JAB TYPICAL STORM TRENCH DETAIL MOWAIT'AY 4640 TRUEMAN BLVD N-12 HIGH PERFORMANCE (HP) LL111 wii I! HILLIARD, OHIO 43026 NTS ' 011ie Dewberr 2661 10V y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVLLE.VA2454O PHONE: 434.797.4497 FAX: 434797.4341 1 7-2-09 IMAT I Added SW Details No. DATE I BY I Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE/ D4/1�/»S ' - ��U U���U�~�& ° .�".~�'~�r DETAILS PROJECT NO, 50011382 SHEET NO. OF 4"Ift :ISO Pk Dewberr al y Dewberry & Davis, Inc. 551 PINEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797,4497 FAX: 434.797.4341 L a• •r 0) i♦ 9 .i.i 0 coN T MM� go o �R L4-2-* !_ tf Cz E Cz C i SEAL �$�4i.ThtpA K B4DNEIR 10 Lic. No. 034285 + `��� IbIVALS k 14 KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BK8 CHECKED BY BKB DATE 04/13/09 TITLE FA EROSION & SEDIMENT CONTROL DETAILS PROJECT NO. 5001 1382 SHEET NO. 3 7/2/09 MAT Per Co Comments 2 6-8-09 MAT MISC REVISIONS 1 5-15-09 jlk Per Co Comments No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BK8 CHECKED BY BKB DATE 04/13/09 TITLE FA EROSION & SEDIMENT CONTROL DETAILS PROJECT NO. 5001 1382 SHEET NO. F X. A u 0 0 1 1992 STD & SPEC 3.35 MULCHING 3,35 1992 f r`I_ finitio tkpplication of plant residues or ether suitable materials to the soil surface, o es 1. To prevent erosion by protecting the soil surface from raindrop i3xapa.ct and reducing the velocity of overland flaw, 2, To foster the growth oaf vegetation by increasing available moisture and providing insulation against extreme heat and cold, C ditions Where Practice ptalies 1. Areas which have been permanently seeded (see Std. & Spec. 3.32, PERMANENT SEEDING) should be mulched immediately following seeding, ,:..:,_::........:... -' ,.. ,,..,.,:.. I.!- ...:....,,..,..,.:,..... .._-..._---...... -.�,,�.�.:.�..--,...............,:...........,...,....._.,.......,_,.., . ... . . 11992 3,35 2, Areas which cannot be seeded because of the season should he mulched to provide some protection to the sail surface. An organic mulch should Ire used, and the area. then seeded as soon weather or seasonal conditions permit. It is not recommended that fiber mulch be used alone for this practice; at normal_ application rates it just simply does not provide the protection that is achieved usi n€; other types oaf mulch, 3. Mulch may be used together with plantings of trees, shrubs, or certain ground covers which do not provide adequate sail stabilization by themselves, 4. Mulch shall be used in conjunction with temporary_ seeding operations ass :specified in TEMPORARY SEEDING, Std. & Spec. 3.31. Planning Corlsideratio1is Lam- 3,35 TABLE 3.35-A ORGANIC MULCH MATERIALS AND APPLICATION RATES MULCHES: RATES: 185 - 275 lbs. NOTES: Per Acre Per 1000 sq. ft. Straw or Hay I k - 2 tons 70 - 90 lbs, Free from weeds and coarse Organic mulch materials, such as straw, wood chips, bark, and filter mulch have been found (Minimum 2 to he the most effective. matter, Must be anchored. Chemical soil stabilizer; or snail binders should not be used alone for mulch, These tons for materials are useful toa hind carganic mulches together to prevent dispiacernent, Spread with mulch blower . �. �- , ,.�� � I - -- r . . . a winter cover) Wood Chips or by hand. Fiber Mulch Minimum 35 lbs. Do not use as mulch for tray be used to hold other mulches to the soil surface, 1500 lbs, theater than. 1400% winter cover or during hat, The choice of materials for mulching will he based on the type oaf soil to e, protected, site nitrogen. per ton. Ila fiat conditions, season and economics. It is especiatl.ly important to mulch liberal y in mid- dry periods,` Apply as summer and pries t<Z vaicnier, and Can cut slr,pes and southern rlcape otxposure€_ use in fine turf areas, Apply .. •ti ui vii result in the e a5ure and disturbance cif soil; Fu hive . IL5lrllCtxon its Yita@b aV — slurry, Corn Stalks 4 - 6 tons 185 - 275 lbs. Cut or shredded in 4-6" eMion on disturbed land. 19'92 3.35 Mulches can increase the infiltration rate oaf the soil, reduce soil moisture loss by evaporation, prevent c rusting and seating of the soil scurf ice, modify sail temperatures, avid lengths. Air-dried. Do not provide a suitable microclinaate for set~d germinaticnn. When spreading straw mulch by hand, divide the area to be mulched into approximately Organic mulch materials, such as straw, wood chips, bark, and filter mulch have been found use in fine turf areas. Apply to he the most effective. uniform distribution, Chemical soil stabilizer; or snail binders should not be used alone for mulch, These with mulch blower car by materials are useful toa hind carganic mulches together to prevent dispiacernent, diiplaeement. Other organic mulches listed in Table 3.3,5-A do not require anchoring, The —.-•---�— . �. �- , ,.�� � I - -- r . . . a hand. Wood Chips 4 - 6 tons 185 - 275 lbs. Free of coarse matter, Air- products can be used as roulches, particularly in critical areas such as waterways. They also tractor -drawn implement designed to punch mulch intor the sail surface. This method tray be used to hold other mulches to the soil surface, dried, Treat with 12 1bs theater than. 1400% than 3:1, where equipment can operate safely. Machinery shall be operated can. the The choice of materials for mulching will he based on the type oaf soil to e, protected, site nitrogen. per ton. Ila fiat conditions, season and economics. It is especiatl.ly important to mulch liberal y in mid- 1992 . . 33 summer and pries t<Z vaicnier, and Can cut slr,pes and southern rlcape otxposure€_ use in fine turf areas, Apply .. •ti ui vii result in the e a5ure and disturbance cif soil; Fu hive . IL5lrllCtxon its Yita@b aV — mulch by means of a bydroseeder at a rate orf 5001-750 lbs./acre over top of straw Organic Mtrichgi with mulch blower, chip activi and as a result cif wind erasion wirer the ex sed earth surfaces, I:arge quantities . of dust�are icall generaxted in "heavy" construcion activrues, such as road and street . tilt Y seeded area., t aw - The mulch most coammonly used in conjuncrtio n with seeding. The straw should handler, or by hand. , Bark Chips 50 - 70 cu. 1.-2 cu. yds. Free of coarse matter.. Air - 4r yds, 3,35 dried, Do not use in fine Shredded onto the soil. - May be used in lieu of straw where volunteers will not present a problem, anal may Hay be and must also be anchored or tacked turf areas. Apply with Bark . . down• mulch blower, clop handler, ern Stalks - These should be shredded intra 4- to 6 -inch lengths. Stalls decompose slowly products may be used as recommended by the manufacturer to anchor and are resistant to displacement. tnr by hand. * When fiber mulch is the only available mulch during periods when stra.�; should be used, apply at a tuinimum rate of 2000 lbs,/ac, or 45 lbs./1000 sq. ft. Mulches are applied to the soail surface to conserve a desirable sail property or tea promote Source: Va, DSWC plant growth. A �;urface mulch is one of the mast effective means of controlling runoff tend PHYSICAL PROPERTIES OF PLASTIC SAFETY eMion on disturbed land. 19'92 3.35 Mulches can increase the infiltration rate oaf the soil, reduce soil moisture loss by evaporation, prevent c rusting and seating of the soil scurf ice, modify sail temperatures, avid Application: Mulch materials shall be spread uniformly, by hand or machine. provide a suitable microclinaate for set~d germinaticnn. When spreading straw mulch by hand, divide the area to be mulched into approximately Organic mulch materials, such as straw, wood chips, bark, and filter mulch have been found 1,000 sq. ft, sections and place 70-90 lbs, (1 k to 2 bales) of straw in each section tea facilitate to he the most effective. uniform distribution, Chemical soil stabilizer; or snail binders should not be used alone for mulch, These Mu cl h Anchor_i_ng::straw mulch must be ape orecl immediately afters reca ading to rp event, materials are useful toa hind carganic mulches together to prevent dispiacernent, diiplaeement. Other organic mulches listed in Table 3.3,5-A do not require anchoring, The —.-•---�— . �. �- , ,.�� � I - -- r . . . a following methods of anchoring straw may be used: . A variety of manufactured SOIL. STABILIZATION BLANKETS ANID MAT I"lNG (see Std. . & Spec, 3.36) have been developed for erasion control in recent years, Some of these 1. Mulch anchoring- tool (,often referred to as a Krimge.r or K,ri=er'I"o�ol�.° This is a products can be used as roulches, particularly in critical areas such as waterways. They also tractor -drawn implement designed to punch mulch intor the sail surface. This method tray be used to hold other mulches to the soil surface, provides good. erosion control with straw, It is limited to use can slopes net steeper theater than. 1400% than 3:1, where equipment can operate safely. Machinery shall be operated can. the The choice of materials for mulching will he based on the type oaf soil to e, protected, site contour. conditions, season and economics. It is especiatl.ly important to mulch liberal y in mid- 1992 . . 33 summer and pries t<Z vaicnier, and Can cut slr,pes and southern rlcape otxposure€_ 2. Fiber Mul�ir: Avery common practice with widespread use today. Apply fiber .. •ti ui vii result in the e a5ure and disturbance cif soil; Fu hive . IL5lrllCtxon its Yita@b aV — mulch by means of a bydroseeder at a rate orf 5001-750 lbs./acre over top of straw Organic Mtrichgi mulch or hay, It has art added benefit of providing additional mulch tet the newly activi and as a result cif wind erasion wirer the ex sed earth surfaces, I:arge quantities . of dust�are icall generaxted in "heavy" construcion activrues, such as road and street . tilt Y seeded area., t aw - The mulch most coammonly used in conjuncrtio n with seeding. The straw should antvement .frcaui construct on sites. .. . come from wheat car outs (free of troublesome weed seeds) and tray be spread by hand or 3. Li d1 rrmuich binders: A a licatian of li aid rnulGh binders and tackifiers shcauld be -- 1 p q machine, Straw can. be windblown and int:st be anchored down by an acceptable metbod. heaviest at edges of areas and at crests of ridges and banks, to prevent displacement. Earth -moving activities comprise< the major source of constniction c3,iz t emissions, but traffic The remainder of the area should have binder applied uniformly, hinders xray be 3,35 applied after mulch is spread or may be Sprayed into the mulch as it is being blown 1992 onto the soil. - May be used in lieu of straw where volunteers will not present a problem, anal may Hay be and must also be anchored or tacked The foil es oaf binders rtia be used: owixxg typ • y lie spread by hand or machine. can windblown . . down• a. synthetic binders - Formulated binders err organically formulated ern Stalks - These should be shredded intra 4- to 6 -inch lengths. Stalls decompose slowly products may be used as recommended by the manufacturer to anchor and are resistant to displacement. mulch, WQo d t�ltims - Suitable for areas that will not be closely snowed, and around ornamental * bi, spLa t - Any tyvpe of asphalt than enough tea he blown from spray plantings. Chips decompose slowly and do not require tacking, They must be treated with equipment is satisfactory. Recommended for use are rapid curing 12 pounds of .n.itrogen per ton to prevent nutrient deficiency in plants, however, can be a (RC -711, RC -250, RC -800), medium curing (MC -2513, MC -800) and: ve in ensive mulch if chi s are obtained from trees cleared an tlxe site, P emu.sificd asphalt (SS -1, CSS -1, CMS -2, MS -2, RS -1, ISS -2, CRS -1, and dust: Not raccomrnenad far aretis tvi#bin heavy tralTic. pathways. ]3inders or CR,S=Z), Bark Chips Shredded Bark - These are by-products of timber processing which. are used in .. . landscaped plantings. Bark is also a suitable mulch for areas planted t€a grasses and net P Appy asphalt at 0,10 gallon per square yard (10 ga1,,1000 sq. ft. ar 434 closely mowed. it may be applied by hand or mechanically and is not usually toxic to gal./acre). Dna not use heavier applications as it may cause the straw grasses or legumes; additional nitrogen fertilizer is not required. to "perch" over rills, All asphalt designations are from the Asphalt cin windw��rci side cif site. chisel -type. pluws spared about 12 in,Ch Apart, sprmg- Institute Specifications, 1 It crc� tes h 1 r , a Fiber Mulch -Used in hydraseeding nlaeraticans and applied a5 part oft esu � - . . the best seed -soil contact when applied over top orf (as a separate operation) newly seeded * .A= This particular method is not used as commonly today as it once was in, the areas, These fibers do not require tacking, althoaugh tacking agents or binders are bast, The development of hydraulic seeding equipment promoted the industry i r mulch, This form of mulch does sometimes used in conjunction with the app lication of f .tae rovide suffiicient rotection to highly erodible sails. Additionally fiber mulch wi uta P P ?992 3.35 }fie considered adequate mulch when used during the dry summer months ter when used for . . latel , ch over Ise straw ravich duriri the •e 2giods. Fiber mulch may be used to fa..l mol g.�...._._ to turn to synthetic or organically based binders and tackifiers. When this .�„ r straw mulch. This treatment is well suited. for stet slopes, criticcal areas, and tack (ancho) , P method is used, environmental concerns should be addressed to ensure that areas susce tible to dis lacement. p P Petroleum-based products do not enter valuable water supplies, Avoid loads, The organics include derivatives from pine tar and'vcgetable-gum; 8wm _etics . applications into waterways or channels. There are other organic materials which snake excellent mulches but are only available . locally or seasonal . Creative use of these materials can rcduce costs. 4. Mulch n� ettiW: Lightweight plastic, cotton, or paper nets may be stapled over the " mulch according to manufacturer's recommendations, Chemic 1 Mulcly s and �S�li Bin_ ders 5'. Peg an_e: Because it is labor-intensive, this method is feasible only in small - r ted to stabilize and rotect the soil A wide range of synthet%, spray on materials axe nae ke p areas where other methods cannot be used. .Drive 8- to 10 -inch wooden pegs to surface. These are emulsions or dis ersions of vin 1 compounds, rubber or other substances P �' within 3 inches of the sail surface, every 4 feet in all directions, Stakes may he which are mixed with water and applied to the soil, They may be used alone ion some cases driven before or after straw is spread, Secure mulch by stretching twine between as temporary stabilizers, or in conjunction with fiber mulches or straw. pegs in a oris -cross -within -a square pattern. Turn twine 2 or more times around each peg. When used alone, chemical mulches do not have the capability to insulate the snail or retain soil moisture that organic mulches have, This soil protection is also easily dami,tgcd by Qb&=i rhes . traffic. Application of these mulches is usually mare expensive than organic mulching, and . the mulches decompose in fist -90 days. Chemical mulches* may be users alone only in the following situations: Blankets and Matting a- Wktere no other mulching material is available. i 1 e erience 'has shown that lastic nett' , when used alone, does not retain sail Fed xp P � h. In conjunction with temporary seeding during the times when mulch is not moisture or modify sail temperature, In some cases it may stabilize the soil surface while required for that practice. c. From March 15 to May 1 and August 15 to September 30, provided that they 1992 3.35 are used on areas with slopes nos steeper than 4:1, which have been roughened in accordance with SURFACE ROUGHENING, Std. & Spec. 3,.29, If rill grasses are being established, but iS prirrtariiy used in grassed waterways and an slcapes tD erosion occurs another mulch material shalt be a lied immediate) . pp y hold stra-w or similar mulch in place, i f *' Jute mesh and other soil stabilization blankets are good choices for mulching on d f tcult t'e� Chemical mulches may be used to Bind other mulches car ninth fiber mulch in a h droseeded slur at an time. Manufacturer's recommendations for y rY y slopes and in minor drainage swales, Most of the soil stabilization mattings (used to create application of chemical mulches shall be followed. a rmanent matrix for root rowth within the soil must receive mulching in order to Pe 8 ) . properly stabilize an area:. Notably, some manufacturers have recently developed permanent mattings which include self-contained, temporay mulching materials; however, these Maintenance measures will have to meet the requirements noted in Std. & Spec, 3.36, SOIL STABHJZATION BLA sllf ETS AND MATTING, before they can be recommended for use � mulches and sail coverings should be inspected periodically (particularly after on steep slopes and in channel flow situations. rainstorms) to check for erosion, `Where erosion is observed in mulched areas, udditional The most critical a-5 eet of installin blankets and mats is obtainin firm, continuous contact p g S nnulch should be a lied. Nets and mats should be iris cted after rainstorms fear dislocation PF Fe or failure. If washouts sir breakage occur, re -install netting or matting as necessary after between the material and the soil. Without such Contac#, the material may fail and thereby allow erasion to occur. It is iirtportant to use an adequate number of staples and make sure i . r+epa ring damage to the slope or ditch. Inspections should take place up until grasses are the material is installed properly in order tea maximize soil protection. These products are fatrml established. Where mulch is used in con"unction with carttamental lantin s, ins ect y ? p g p discussed in more detail in Std, &Sec, 3.3f SOIL. STABILIZATION BLANKETS & F periodically throughout the year to determine if mulch is maintaining coverage of the soil MATTING. surface; repair as needed. Organic. , lchies_ Organic mulches may be used in any area where mulch is required, subject tea the restrictions noted in Table 3,35-A, 'al : Select mulch material based on site requirements, availability of materials, and availability of labor and equipment. Table 3.35-A lists the most commonly used organic mulches. Other materials, such as peanut hulls and cotton burs, may be used with the permission of the local Plan -Approving Authority'. Prior to nxul hing: Complete the required grading and install needed sediment control practices. Lime andfertilizer should tae incorporated and surface roughening accomplished as needed. Seed should be applied P icor to mulching except in the followiing cases: a. Where seed is to be applied as part of a hydroseeder slurry containing fiber mulch. b. Where seed iS tea be applied folloawing a straw mulch spread during winter months. 1992 3.01 STD & SPEC 3,41 SAFETY FENCE Definition A protective harrier installed to prevent access to an erosion control -measure. Purpose Tea prohibit the undesirable use of an erosion control measure ley the public. Condii10 s Where Practice pplies Applicable to any control measure or series of measures which can be considered unsafe by virtue of potential for access lay the public, Plannina Considerations The safety of the public must always'be considered at bath the planning and implementation phases of a land -disturbing activity. If there is any question concerning the risk of a particular erosion control measure to the general public, the measure should. be relocated to a safer area, rat` an appropriate safety fence should be installed to prevent undesired access. Many times, the danger posed by a control may not be easily seen by plan designers and reviewers - that is when the om-site contractor or inspector must correct such situations in the field. Properly designed and installed safety fences prevent the trespassing of people into potentially dangerous areas, such as children using a sediment basin or a stormwater retention structure as play areas, The installation of these fences will protect people from hazards and the owner from possible litigation, Two different types of fence will be discussed in this specification. The designer, developer, anal contractor should always be sure that the most appropriate type of fence is utilized far a particular need, Design Crit r' L Safety fences should be located so as to create a formidable barrier tea undesired access, while allowing for the +continuation of necessary construction operations, 2. Safety fen+: es are most applicable to the construction of berms, traps, and dams. In use with those structures, safety fences should be located far enough beyond the outer toe of the embanlanent to allow for the passage of maintenance vehicles, Fences shtuld not be installed across the slope of a dam or dike. 3, The height of the fence shall be a minimum oaf 5 feet far plastic fence and 6 feet for metal fence. A fence must never tae so short as to become an attraction fear children to climb on or over. 4. Sigms noting potential hazards such as "DANGE,R-QUICitSAND" or"HAZARDOUS AREA - KEEP OUT' should be posted and easily seen by anyone approaching the protected area, 5. Plasge ((pQlye vlene) fence may ire used as safety fencing, primarily in situations where the need is for a temporary barrier (see Plate 3,01-1). The fence should-me+et the physica:.l requirements noted in the following table: Source: Conwedl Plastics IT It 6. Mt,tal ar chain-link fence should be used when a otentially c1�cng,.'.:°pus c=in,trc�l P . measure will remain in place permanently, such as a stormwater d -,ter, ciOn. car retention basin see Plate 3.01-I . However, the ma also be used for measures ( � y y which will o nl r serve a teen or function at the discretion of those res onsible foar y p any p project safety. The metal fence, must meet the following physical requirements: a. Fabric shall be zinc -coated steel, 2 -inch mesh, 9 -gauge, atinimum. b. Zine coating shall have a minimum weight of 1.8 ounces per square foot. c. Posts shall be steel pipe, zinc -coated. d. Topa nails shall be steel pipe, zinc -coated. e. Braces shall be made of zinc -coated steel. f. Gates shalt be sin le or double swin , zinc -coated steel, The shall be a 8 g y minlimum oaf 12 -feet wide, Construction Specifications 1. Safety ferioes must be installed pri r to the E&S measure becoming accessible. 2. The polyethylene web of the ;clastic safety fence shall be secured to a conventional metal "T' Or 'U" post driven into the ground to a minimum depth of 18 iricbes; posts should be spaced at 6 -foot centers. See „perspective" view in Plate 3,01-1, 3, The metal safety fence shall be installed as per the following procedure: a. Line posts shall he placed at intervals of 10 feet measured from center tea center of adjacent posts, In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" view in Plate 3,01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. c. Posts set in the tops of concrete walls shall he grouted into preformed holes t4 a ,minimum depth of 12 inches. Al , 1 be embedded d. 1 rner n n all osis shat ca o e d a is ate ost a d p sts, p s, g P� P P brac` ed, and trusssed as shown in the `Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of Transportation (VD4T) Road and Bridge Standards. e, Fenccing fabric shall not be stretched until at least 4 days after the pasts are gromted intra walls or 14 days after the posts are set into concrete. i The fabric shall be stretched taut and securely fastened, by means of tie clips, to thie posts at intervals not exceeding 15 inches and to the tap rails or tension wirers at intervals not exceeding 2 feet, Care shall be taken to equalize the tensiion on each side of each post. 4, Applicable warning signs noting hazardous conditions must be installed immediately upon installiation of safety €ence. Maintenance 1, Safety fence shall be checked regularly for weather-related or other damage, Any necessary nepairs must be made immediately. 2. Care shautd be taken to secure all access paints (grates) at the end of each working day. All locking devices must lee repaired or replaced as necessary. ►SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SOURCE; CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PERSPECTIVE VIEW METAL FENCE PLATE. 3,1-1 EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE VIRGINIA E&S STANDARD DETAILS AS REQUIRED BY THE GOVERNING AUTHORITY. TABLE 3.01-�4 -IF-+ PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE ph�y ical Property Test RcQuircments Recommended color N/A "International' `. 7. : A bo rd fen win f ti ith is n r s' . a ce, ti e, ce, spa I i fe ce,,a t alar barn r can'17e1 to s -q .- . , lea..- m�r�rrrrrwrrraararwR orange Tensile yield ASTM D638 Average 2000 lbs, _ rohlem exi. An uitxibreak ve etatian $ha�nld reserved. F g g 1� . . . �. �- , ,.�� � I - -- r . . . a per 4 ft. widti. Ultimate tensile ASTM D638 hverage '2000 l strength .. , 'w -' �- < „_ ...•? . per 4 ft. v id � `x Elongation at break(%) ASTM D638 theater than. 1400% Chemical resistance N/A Inert to mast . 3 34 1992 1992 . . 33 chemicals anti acids Source: Conwedl Plastics IT It 6. Mt,tal ar chain-link fence should be used when a otentially c1�cng,.'.:°pus c=in,trc�l P . measure will remain in place permanently, such as a stormwater d -,ter, ciOn. car retention basin see Plate 3.01-I . However, the ma also be used for measures ( � y y which will o nl r serve a teen or function at the discretion of those res onsible foar y p any p project safety. The metal fence, must meet the following physical requirements: a. Fabric shall be zinc -coated steel, 2 -inch mesh, 9 -gauge, atinimum. b. Zine coating shall have a minimum weight of 1.8 ounces per square foot. c. Posts shall be steel pipe, zinc -coated. d. Topa nails shall be steel pipe, zinc -coated. e. Braces shall be made of zinc -coated steel. f. Gates shalt be sin le or double swin , zinc -coated steel, The shall be a 8 g y minlimum oaf 12 -feet wide, Construction Specifications 1. Safety ferioes must be installed pri r to the E&S measure becoming accessible. 2. The polyethylene web of the ;clastic safety fence shall be secured to a conventional metal "T' Or 'U" post driven into the ground to a minimum depth of 18 iricbes; posts should be spaced at 6 -foot centers. See „perspective" view in Plate 3,01-1, 3, The metal safety fence shall be installed as per the following procedure: a. Line posts shall he placed at intervals of 10 feet measured from center tea center of adjacent posts, In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" view in Plate 3,01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. c. Posts set in the tops of concrete walls shall he grouted into preformed holes t4 a ,minimum depth of 12 inches. Al , 1 be embedded d. 1 rner n n all osis shat ca o e d a is ate ost a d p sts, p s, g P� P P brac` ed, and trusssed as shown in the `Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of Transportation (VD4T) Road and Bridge Standards. e, Fenccing fabric shall not be stretched until at least 4 days after the pasts are gromted intra walls or 14 days after the posts are set into concrete. i The fabric shall be stretched taut and securely fastened, by means of tie clips, to thie posts at intervals not exceeding 15 inches and to the tap rails or tension wirers at intervals not exceeding 2 feet, Care shall be taken to equalize the tensiion on each side of each post. 4, Applicable warning signs noting hazardous conditions must be installed immediately upon installiation of safety €ence. Maintenance 1, Safety fence shall be checked regularly for weather-related or other damage, Any necessary nepairs must be made immediately. 2. Care shautd be taken to secure all access paints (grates) at the end of each working day. All locking devices must lee repaired or replaced as necessary. ►SAFETY FENCE PERSPECTIVE VIEW PERSPECTIVE VIEW PLASTIC FENCE SOURCE; CONWED PLASTICS VDOT ROAD AND BRIDGE STANDARDS VA. DSWC PERSPECTIVE VIEW METAL FENCE PLATE. 3,1-1 EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE VIRGINIA E&S STANDARD DETAILS AS REQUIRED BY THE GOVERNING AUTHORITY. Dewberry & Davis, Inc. 551 PiNEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797.4341 Source: lea.Oswc.. -IF-+ . b. o - o can be used t[a tab 1 5 f fie it 2e roads QF Cat er raretr. d ori Sit lit ri C{n S l n con on lt. �'. r r v rushed tone o Tara we a el a CSN UCTT N 12f }A I TI c s e C STR IO D TABII, ZA Oil S Ip. { , .. Std. &,Spec, 3 3}• _ .. .,., . �' .., .. . . -, :. :...> al `. 7. : A bo rd fen win f ti ith is n r s' . a ce, ti e, ce, spa I i fe ce,,a t alar barn r can'17e1 to s -q .- . , lea..- m�r�rrrrrwrrraararwR d i� oontrot air curreut,, an k {moan :Soil:- Place Oa�riers esxdaeular to irevai{ui .ais la . E rP. . . - . t~ . .. . - , orient ` intum sof about .1S fi i ct at . mes tlae bairn .er bei las.'6`hern tltiSt u known : t; �::>... �., .:.. ' . _ rohlem exi. An uitxibreak ve etatian $ha�nld reserved. F g g 1� . . . �. �- , ,.�� � I - -- r . . . a $. Ld m Chloride This chemical may bo applied by zrlechariical spreader as loose, . . dry grannies: or flakes at a rate that keeps the .surface rnoist )rut ilea so hi as .to ttiv; . . . >. ., . ,. . ., ., . ,. j cause water lhitton ar [exit china e; A licatican rates slioaulc be sir izt 1 F g .. , 'w -' �- < „_ ...•? . . accoyrdai�ce with suppliers Sl�eeiiied rates': a Per County Comm . - �# .. . III 1 ., . III • . 41G Cl>" O 00 . 3 34 1992 1992 . . 33 Planning Considernt{orts Fermana,nt itiiilljods .. •ti ui vii result in the e a5ure and disturbance cif soil; Fu hive . IL5lrllCtxon its Yita@b aV — . . . i t i. , xc ovation amplido vehicle traffic, human i is emitted inn Il Burin he atctivlties e e a, tli at g { _ . - . ' .:. -The `a licatian o€ Fl✓R;MANLNT SEEDING sae Strl; � ` 1. FP. ( activi and as a result cif wind erasion wirer the ex sed earth surfaces, I:arge quantities . of dust�are icall generaxted in "heavy" construcion activrues, such as road and street . tilt Y . ec. 3:32 sold sarin ' e?&tin trees and lir a shrubs can hel reduce soil and air .. P j >� g � p . constriction ancl. sulxlivisinn, cam mercial or industrial '.olevoloprnent, which-inyolve : antvement .frcaui construct on sites. .. . disturbance of si tiiftcxint areas of the soil tiurface. research of coustructian' 3itC& lies !3 ` 2. e - Cnished stone or ccmrxe ravel tau be:used 2ts a crmancnt Aver which will A ' mil inmate of 1.2 tons acre month for active ctiaastruct , . established art average dust c ss o / / - - . . . 1? roaoitie contrtal orf snit o3mis,sitixts, Earth -moving activities comprise< the major source of constniction c3,iz t emissions, but traffic . . . and general disturbance of the :soil also ggnGrate sigrrifitant:dust emisMoans, W In plarinin for dust eantrot,lem;iting the amount of soil distnirbanoc'at any one timetsliQuld - 7 ili2�tia3n kre a key nt�jectiveu 1'herefor.e, )phased clearing and erading;gj7eration5 and the ut .. . . of temporary stabilization in accicardance with MS #1 earl: sign ificantly reduco dust emissions: .. . . . Undisturbed .v etartive buffers (minimum 50 -'foot widibs) Deft between graded areas and . . P rotected areas can also be vernr helliful in dust control, . . TOTarVt 1ViG$511rG�Se UFifi�,'tln�;tCUCflCfrl . - r n constructlon traffic a v etatively 1, y�getative Ci�ver Ln arteas suh,ect to 1tttle to o ,, .. . . stabilised surface will reduce dust emissions (see TEMPORARY SEEDING, Std: & I l ee. 3..37. .: -i ..: a of ontrcrkli 2. M lch - When ro rl fi lied, mulch offen, a fast, effective meats c ng ` P Fe Y Pll . . .. . . . dust: Not raccomrnenad far aretis tvi#bin heavy tralTic. pathways. ]3inders or tackifiers should be used to tach organic mulches (see MULCHINI G, Sid,.& Spec. .. . . 3,35). . .... . 3. � - This practice is designed to roughen and bring clads to the.surfaee. It is an emergency nxeasure u hicla should ba� used before wind erasion starts. Begin plowing . cin windw��rci side cif site. chisel -type. pluws spared about 12 in,Ch Apart, sprmg- toothcd har- , a.nd similar plows are examriles. aif equipment which,may produce - . . the desired effect. . Cz 4. r� -'Phis is the most commonly used dust eantrot`practice. Site is sprir�kleii . . . with rioter until the surface is wet; Repeat as.needed: It offers fast prcateetioti for , , . .. . h3U1 FtYdC15 i{:nll tatl,eT he'Suy' l.r3fliC Ct?ttte5: $. S r V -On AdhcS{yGs - `I'rcmcridous . r0 es5'htls )leen innde iia recent yeaTS;in the A� P . . . 1 ment of roducts.of this , e. Must afire effective:on "miner -al. soils anti are devc op P - �Yp . 1. re deriaed frrxm u vane of . ora ounds >neffectice an muck soils. These cohorics a tY p both organic and synthetic based, Many oaf the adhesives will withstand heavy traf'f'ic loads, The organics include derivatives from pine tar and'vcgetable-gum; 8wm _etics . . . nisy he ac lie or trs�lettm lYased, rY Pe . . . .. . . III - 415 I.. 417 . Dewberry & Davis, Inc. 551 PiNEY FOREST ROAD DANVILLE, VA 24540 PHONE: 434.797.4497 FAX: 434,797.4341 SEAL ,OSAUI Jam( H t � 40 4 ->' so• ;' IAN IC. B NER 0. Lic. N , 034285 'O Z J. tC r�J s SlQ1iTAL KEY PLAN SCALE -IF-+ ♦ ♦ L U) 3 / % a Per County Comm 2 6-8-09 Cl>" O 00 -OC � 5-15-09 S .� Per Co Comments l No. m o Description 1" " a) 4-+ -a 2 � i' C yy �'F� N C p ) W W iB�-lt� _ r� E 4a zz 0 0) rr 0 CD Cz E t Cz SEAL ,OSAUI Jam( H t � 40 4 ->' so• ;' IAN IC. B NER 0. Lic. N , 034285 'O Z J. tC r�J s SlQ1iTAL KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROL DETAILS PROJECT NO. 5001 1382 ■ ai` SHEET NO. nts 3 7/2/09 MAT Per County Comm 2 6-8-09 MAT MISC REVISIONS 1 5-15-09 jlk Per Co Comments l No. DATE BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROL DETAILS PROJECT NO. 5001 1382 ■ ai` SHEET NO. nts E n STD & SPEC 3,33 SODDING SO Specifications Oil Pre gration 1. Prior to soil preparation, areas to be sodded shall be brought to final grade in accordance with the approved plan. 2. Soil tests should be made to determine the exact requirements for lime and fertilizer. Soil test may be conducted by the State Laboratory at VPI & SU or a reputable commercial laboratory. Information on state soil tests is available from county or city agricultural extension agents. Under difficult circumstances where it is not possible to obtain a soil test, the following soil amendments shall be made: Pulverized agricultural limestone at 90 lbs./1000 sq.ft. (2 tons/acre). Fertilizer at 25 lbs./1000 sq.ft. (1000 lbs./acre) of 10-10-10 in fall, or 25 lbs./1000 sq.ft. of 5-10-10 in spring. Note: Equivalent nutients may be applied with other fertilizer formulations. These amendments shall be spread evenly over the area to be sodded and Incorporated (if possible) into the top 3 to 6 inches of the soil by discing, harrowing or other acceptable means. 3. Prior to laying sod, the soil suface shall be clear of trash, debris, large roots, branches, stones and clods in excess of 1 inch in length or diameter. Sod shall not be applied to gravel or other non -soil surfaces. 4, Any Irregularities in the soil surface resulting from top -soiling or other operations shall be filled or leveled in order to prevent the formation of depressions or water pockets. 5. Areas to be topsoiled and topsoil used shall fulfill the requirements of TOPSOILING, Std. & Spec. 3.30, No sod shall be spread on soil which has been treated with soil sterilants or any other toxic herbicides until enough time has elapsed to permit dissipation of toxic materials. Quality of Sod 1, Sod used shall be state -certified. Certified turfgrass sod is grown from Certified seed, inspected SODDING Ad IF LAY SOD IN A STAGGERED PATTERN. MUTT THE STRIPS roomy AGAINST WEACH OTHER. DG NOT ft + .wLEAVE SPACES AND Do NOT A,, rOVERLAP. A SHARPENED iLAb1DN`5 TROWEL S A HANDY TOOL. ECR TLICIONO DOWN THE ENDS AND TRIM11" PIECES, W ANGLED ENDS Dewberry' MAW soa mEx�iT ow ME MATCHED CDRRF)CTLY. I WIMA 111 WATER TO A DEPTH MOW WHEN THE SOD is CF 4` AS NEEDED. ESTAOU$HED - IN THE AS THE SOD 1$ L. MGM HIGH (� AID2"-n APPEARANCE OF GOOEY SOD oR GRASS SIAM. GRASS s BEANO = ATA 2"-3` GRASS CLIPPINGS MND LEAVES UP TO 1/2' nv x. sou. AND ROOTS. HH'ME 1/� S//4� THtG4(, WITH DENSE I M iAAT TYIR STRENGTH, SOURCE: VA. DSWC and certified by the Virginia Crop Improvement Association (VCIA) or the certifying agency in other 1992 states, This ensures genetic purity, high quality, freedom from noxious weeds and excessive insect or disease problems. The sod must meet published state standards and bear an official blue "Certified Turf" label on the bill of lading. VIRGINIA ' O P 'rY7Tfih. �LIDP 1MPRC9VEAliENT �zr�rs ASSOCIATION EMAC OM111ma. V1€tli to c:xvmv iv vi+a�avEA 001'"ed Turf 'TLS© iurt aocomanyir�g this inwh tS represented t>I( Zhs� prraCivrseT to be a part of the lvt that has been officially field inspected and has rrasgt 3hga req►iiromants far Cortifiad Turf" under th£a rulers and r6$uisdions of th, Virginic3 Crop Irnpruvement,mss;oci"an. No. 255 2. High-quality sod is also available outside of the VCIA certified sod program. When purchasing this sod, the consumer is encouraged to be aware of factors whiich are important in determining sod quality. High-quality sod will contain the best varieties and be free of serious disease, insect, or weed problems. It will be dense, hove good color and hold together well, 3. Sod shall be machine cut at a uniform soil thickness of 3/4 'inch (t 1/4 inch) at the time of cutting. This thickness shall exclude shoot growth and thatch. 4. Pieces of sod shall be cut to the supplier's standard width and length, with a =maximum allowable deviation in any dimension of 5%. Torn or uneven pads will not be acceptable. 5. Standard size sections of sod shall be strong enough to support their own weight and retain their size and shape when suspended from a firm grasp on one end of the section. 6. Sod shall not be cut or laid in excessively wet or dry weather. 7. Sod shall be harvested, delivered, and installed within a period of 36 hours. Noosing Appropriate Twes of Sod The type of sod used must be composed of plants adapted to the locality. Use Table 3.33-A to select the type of sod best suited to your area. Sod Installation (See Plate 3,33-1) 1. Sod should not be laid on soil surfaces that are frozen. 2. During periods of high temperature, the soil shall be lightly irrigated immediately prior to laying the sod, to cool the soil and reduce root burning and dieback. 3. The first row of sod shall be laid in a straight line with subsequent rows placed parallel to butting tightly against each other. Lateral joints shall be excercised to ensure that sod is not stretched or overlapped and that all joints are butted tight in order to prevent voids which would cause drying of the roots. 4. On slopes 3:1 or greater, or wherever erosion may be a problem, sod shall be laid with staggered joints and secured by stapling or other approved methods, Sod shall be installed with the length perpendicular to the slope (on the contour), 5. As sodding of clearly defined areas is completed, sod shall be rolled or temped to provide firm contact between roots and soil. 6. After roiling, sod shall be irrigated to a depth sufficient that the underside of the sod pad and the soil 4 inches below the sod is thoroughly wet. 7. Until such time a good root system becomes developed, in the absence of adequate rainfall, watering shall be performed as often as necessary to maintain r-noist soil to a depth of atleast 4 Inches. 8. The first mowing shall not be attempted until the sod is firmly rooted, usualily 2-3 weeks. Not more than one third of the gross leaf shall be removed at any one cutting. Sodded Waterways 1. Care should be taken to prepare the soil adequately in accordance with this specification. The sod type shall consist of plant materials able to withstand the designed velocity (see STORMWATER CONVEYANCE CHANNELS, Std. & Spec. 3.17). 2. Sod strips in waterways shall be laid perpendicular to the direction of flow. Care should be taken to butt ends of strips tightly. 3. After rolling or tamping, sod shall be pegged or stapled to resist washout during the establishment period. Jute mesh or other netting may be pegged over sod for extra protection in critical areas. 4. All other specifications for this practice shall be adhered to when sodding a waterway. Mointenence of Established Sod 1. During the 2 to 3 week establishment stage, sod shall be watered as necessary to maintain adequate moisture in the root zone and prevent dormancy of sc)d. 2. No more than one third of the shoot (grass leaf) should be removed in any mowing. Grass height should be maintained between 2 and 3 inches unless otherwise specified. 3. After the first growing season, established sod will require fertilization and may require lime. Follow soil test recommendations when Do i 1 or apply maintemce levels as outlined in table 1 EROSION CONTROL DETAILS SHOWN ON THIS SHEET ARE VIRGINIA E&S STANDARD DETAILS AS REQUIRED BY THE GOVERNING AUTHORITY. PLATE: 3.33-1 TABLE 3.33-A TYPE OF SODAVAILABLE IN VIRGINIA AND RECOMMENDED USES 3.33 Kentucky I3iuemssr Adapted tothe Northern Piedmont and Mountain Regions,. Individual varieties selected roust snake up not less than 1090, nor more than 35% of the total mixture on a weight basis. All varieties must ,be certified. Selections can be made from Category I alone or various combinations ofCategories ,I, Ii and 111, as mated. _„ateg I Recommended Kentucky Bluegrass Varieties 65% - 10OVo A-34; Abbey, Aspen, Asset, Baron; BFlacksbur& Bristol; Cheri, Chateau, 'Classic, Coventry, Georgetown. Glade, Haga, Julia, Liberty, Loft's 17157, Merit, Mldnifbt, Monopoly, Flush, Princeton 104, Rugby, Suffolk, Victa _C ategg-ry II - Special use varieties. If used, must contain at least 65% Category I varieties .Shade Tole -ran 10-35% Bristo.l, Columbia, Georgetown, Glade, Midnight Low -Maintenance Tolerant 10-35% Columb a,eorgetdwFa, �il�fonol oly, ?,dam I, Touchdown, `Vista ate o Ill - Promising Kentucky Rluegrass - Limited performance data or, seed availability 10-35% Dawn, Estate, Freedom, ,Kellly * *(continued)* 1992 333 TABLE 3:33-A (CONTINUEV) TYPE OF SOD AVAILABLE IN VIRGINIA ANIS RECOMMENDED USES Tall Fescue: Adapted to the entire state, Rec-ommetaded Tall Fescue Varieties: 90_100C/0 Amigo,; Apache.,13onanza, Chieftain, Finelawn5GL, Mesa, Rebel Il, Shenandoah, Tribute PrQmisiag Tall Feseues Certified Arriba, Austin, Avant, Aztec, Cochise, Crossfire, Eldorado, Hubbard 87, Jaguar II, Ma=verick 11 Monarch, Olympic 111, Phoenix, Safari, Shortstop, Sundance, „Taurus, Thoroughbred, Titan., Tradition, Vegas, Winchester, WT4mgler 0-10% Kentucky bluegrass: Ba, ron, :Cheri, Columbia, Monopoly, Nassau, Ram I, ' Victa Beano udagrass: Tafcute is adapted to the Richmond -Danville -Newport Dews triangle, Midiron may be used east of Roanoke and wuth of Charlottesville. Tifgreen and Tifway may be used to the east and south of Richmond. Vamont may be used east of Roanoke and at lower elevations inl southwestern Virginia. Certified Midiron, 'I'ifgreen#, Tifway, Tifway II, Tufcote and Vamont Zaysiagrass: This scud performs best in southeastern Virginia. Meyer, Eny.erald# 1` Q e: Common T3ermudagrass is not recommended,foir sad production.. # -Only: recohimended i n southeastern 'Virginia,. Source; 1991 Virginia Turfarass Y_Arie'ly Recommendations, Virginia Crap Improvement Association 3:33 TABLE 333-13 MAINTENANCE FERTILIZATION OF ESTABLISHED SOIL on Gr 4 lbs. nitrogen (N) per 1000 sq. ft,/year 1 lb. phospholvs (P) per 1000 sq. ft./year lbs. Potash (K) per 1000 sq. ft./year 7:5% of the total regiAirements should he applied between. September 1 and December 31st. The balance should be applied during the remainder of the year. Warm Season Grasses Apply 4-5 lbs. nitrogen (N) per 1000 sq, ft. per year .(between IIi!tay 1st and August 15th).. Phosphorus (P) and Potash (K) should only be applied according to soil tests, Maintenance fertilizations should utilize slow release fertilizers which reduce the number of applications per year arid subsequently reduce. the adverse impac=ts on grourFdwater, ALBERMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL Iil`_10SION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. '40 1 DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL `-URES AT AL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING 'DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DUR11HG DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10--,, ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11, ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED 'WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS, 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13.ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 9:00 P.M. 15.BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO (MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY, 17.TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING )AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUTAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILILET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES AIRE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. I&PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHIALL BE APPLIED AT 90LBS/100SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 100LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-.5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO IBE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BW THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WIEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRiUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SIEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICHi ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLE=ANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHiEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. TABLE 3, 31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE Dewberry' TABLE 3,31-B SPEC I S _ ACCEPTABLE TEMPORARY SEEDING STD SPEC 3, 31 Dewberry & Davis, Inc. "QUICK REFERENCE FOR ALL REGIONS" DATE 04/13/09 551 PINEY FOREST ROAD is- TEMPORARY SEEDING TS VA 24540 3/1 PLANTING DAj SPEC= PHONIE:4, 34.797.4497 9/1 CHARACTERISTICS MAT FAX: 434, 797.4341 50/50 M'IX OF PURPOSES to to ANNUAL RYEGRASS to 1. TO REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT No. LOLIUM MULTI-FLORUM I BY 4/30 WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS, & 4/30 9/1 11/15 2. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE RYE 3 bu. (up to 100 lbs„ not less 2 tbs (SECALE CEREALE) AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING _ FEB, 16-A:?R• 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM> 60 - 100' CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL (AVENA SATIVA) than 50 lbs. ) MEASURES CAN BE ESTABLISHED. MAY1-AUG, 31 SPECIFICATIONS PRIOR TO SEEDING, INSTALL NECESSARY EROSION CONTROL PRACTICES SUCH AS 50 2 bu.(up to 110 2.5 lbs ( SETARI A ITALICA) DIKES, WATERWAYS, AND BASINS, SELECIION y X PLANT SELECT PLANTS APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLE (SECALE CEREALE) tbs.,not less 3.31-B AND 3,31-C, NOTE THAT TABLE 3.31-B PRESENTS PLANTS WHICH CAN BE - X USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS) TABLE 3,31-C PRESENTS than 50 tbs•) MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS, PREPARATION SEEDBED TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE GERMAN M I LLETpp _ AND ..GROW, -SEEDBED PREPARATION IS ESSENTIAL _ _ X - 1• LIMING AN EVALUTION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS (SETARIA ITALICA) 50 tbs arox, 1 tb, NECESSARY FOR TEMPORARY SEEDING, IN MOST SOILS, IT TAKES UP TO 6 MONTHS FOR pH ADJUSTMENTS TO OCCUR FOLLOWING THE APPLICATION OF LIME, THEREFORE, IT MAY BE DIFFICULT TO JUSTIFY THE COST OF LIMING A TEMPORARY SITE, ESPECIALLY WHEN THE SOIL WILL LATER BE MOVED AND REGRADED, THE C ANNUAL RYEGRASS 60 lbs 1.5 tbs FOLLOWING TABLE MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES, (LOLIUM MULTI-FLORUM) X 2, FERIA, IZERi SHALL BE APPLIED AS 600 LBS, /ACRE OF 10-20-10 (14 LBS, X X - X /1,000 SQ, FT,) OR EQUIVALENT NUTRIENTS, LIME AND FERTILIZER SHALL BE WEEP INGWarm-season LOVEGRASS 15 lbs U) _ INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE, _ _ :3 _ 3• SURFACE ROUGHENING( IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED,..,, (ERAGROSTIS CURVULA) L_ Ilo NO FUTHER ROUGHENING IS REQUIRED, WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SURFACE SHALL BE LOOSENED BY DISCING, RAKING, o- HARROWING, OR OTHER ACCEPTABLE MEANS (SEE SURFACE ROUGHENING, STD, & as 0 SPEC, 3, 29). sorts. May be added to mixes, 04%0 21) 4. TRACKING F TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY Warm season annum t legume. LESPEDEZA c 25 t bs awox 5 lbs. 1 5 1, SOILS, THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, X _ X X ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY To Cerates acid sol is. May CO ca , AS OTHER METHODS OF SURFACE ROUGHENING, be added to m I xes, a NOUTHERN PIEDMONT AND MOUNTAIN REGION, SEE PLATES 3,22-1 AND 3,22-2, b SOUTHERN PIEDMONT AND COASTAL PLAIN, c MAY BE USED AS A COVER CROP WITH SPRING SEEDING, SEEDING I.lG X MAY BE PLANTED BETWEEN THESE DATES, - MAY NCI1T BE PLANTED BETWEEN THESE DATES, CAm '- SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER, SMALL GRAINS SHALL BE PLANTED NO MORE THAN ONE INCH 4-a 0 DEEP, GRASSES AND LEGUMES SHALL BE PLANTED WITH NO LESS THAN 1/4' SOIL a VER, CO Uj Cn cc LO SEED NGS tC1 1. MADE IN FALL FOR WINTER COVE, AND DURING H❑T AND �RY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD, &SPEC, 3,35, `t EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE, STRAW MULCH SHOULD BE USED DURING THESE PERIODS, 2, TEMPORARY SEEDINGS MADE UNDER FAVORABLE SOIL AND SITE CONDITIONS "'r CLQ DURING OPTIMUM SPRING AND FALL SEEDING DATES MAY NOT REQUIRE MULCH, E RE -SEEDING CZ AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED, TABLE 3, 31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTH 10 TABLE 3,31-B SPEC I S _ ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS BKB "QUICK REFERENCE FOR ALL REGIONS" DATE 04/13/09 is- RATE 3/1 PLANTING DAj SPEC= ( lbs. /acre) 5/1 9/1 CHARACTERISTICS MAT ACRE SEPT. 1-F B, 15 50/50 M'IX OF 50 - 100 to to ANNUAL RYEGRASS to Per Co Comments No. LOLIUM MULTI-FLORUM I BY 4/30 8/15 & 4/30 9/1 11/15 CEREAL (WINTER) RYE 3 bu. (up to 100 lbs„ not less 2 tbs (SECALE CEREALE) _ _ FEB, 16-A:?R• 30 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM> 60 - 100' Use spring vara#les (AVENA SATIVA) than 50 lbs. ) MAY1-AUG, 31 GERMAN MILLET 50 2 bu.(up to 110 2.5 lbs ( SETARI A ITALICA) - y X Use for Fate fall seedin s, (SECALE CEREALE) tbs.,not less TABLE 3, 31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEAL ' •� ob 0 IC. B DNER Tic. No. 034285 % / 4 KEY PLAN SCALE SEEDING RATE NORTHa SOUTH 10 MAT SPEC I S APPROVED BY BKB PLANT CHECKED BY BKB DATE 04/13/09 2 3/1 5/1 8/15 2/15 5/1 9/1 CHARACTERISTICS MAT ACRE 1000 ft to to to to to to Per Co Comments No. DATE I BY 4/30 8/15 11/1 4/30 9/1 11/15 OATS 3 bu. (up to 100 lbs„ not less 2 tbs X _ _ X _ Use spring vara#les (AVENA SATIVA) than 50 lbs. ) _ (e, o., Nobte) RYE d 2 bu.(up to 110 2.5 lbs X - X X Use for Fate fall seedin s, (SECALE CEREALE) tbs.,not less - X winter cover. Tolerates than 50 tbs•) cold and tow moisture, GERMAN M I LLETpp _ X _ _ X - Warm -season annus t, Dies at (SETARIA ITALICA) 50 tbs arox, 1 tb, first frost, May be added to summer mixes, C ANNUAL RYEGRASS 60 lbs 1.5 tbs May be added in mixes. Witt Trow out of most stands, (LOLIUM MULTI-FLORUM) X - X X - X WEEP INGWarm-season LOVEGRASS 15 lbs 5, 5 ozs. _ X _ _ X _ perenn I at, May bunch, Tolerates hot, dry (ERAGROSTIS CURVULA) stapes and acids, infertile sorts. May be added to mixes, KOREAN Warm season annum t legume. LESPEDEZA c 25 t bs awox 5 lbs. 1 5 1, X X _ X X _ To Cerates acid sol is. May ( LESPEDEZA STIPULACEA) , be added to m I xes, a NOUTHERN PIEDMONT AND MOUNTAIN REGION, SEE PLATES 3,22-1 AND 3,22-2, b SOUTHERN PIEDMONT AND COASTAL PLAIN, c MAY BE USED AS A COVER CROP WITH SPRING SEEDING, d MAY BE USED AS A COVER CROP FOR FALL SEEDING, X MAY BE PLANTED BETWEEN THESE DATES, - MAY NCI1T BE PLANTED BETWEEN THESE DATES, SEAL ' •� ob 0 IC. B DNER Tic. No. 034285 % / 4 KEY PLAN SCALE REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 3 7/2/09 MAT Per Co Comments 2 6-8-09 MAT MISC REVISIONS 1 5-15-09 jlk Per Co Comments No. DATE I BY Description REVISIONS DRAWN BY MAT APPROVED BY BKB CHECKED BY BKB DATE 04/13/09 TITLE EROSION & SEDIMENT CONTROL DETAILS PROJECT N0, 5001 1382 G1 0.2 SHEET NO,