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Home My WebLink AboutSDP201400011 Letter of Revision Letter of Revision 2 2018-09-05COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902-4596 (434)296-5832 September 5, 2018 Dustin Greene Roudabush, Gale, & Associates, Inc. 172 South Pantops Drive, STE A Charlottesville, VA 22911 RE: Letter of Revision (LOR) # 2 for SDP2014-11 Tax Map Parcel 04500-00-00-06800 Mr. Greene, This letter is in response to the attached LOR request letter dated August 7, 2018. The Department of Community Development hereby grants approval of a LOR for the improvements described in the letter and shown on the attached site plan sheets dated August 7, 2018. The current proposal modifies the previously approved site plan by relocating a fire line, domestic line, and a sanitary sewer line. It also increases the dimensions of a showroom and reduces dimensions for the maintenance building, and modifies the lighting plan photometrics to match the new light locations. This is the second (2nd) LOR for this site. Three (3) LORs are allowed, after which all required changes must be submitted as a site plan amendment. Sincerely, Christopher P. Perez Senior Planner Attachments: LOR Application/Letter of Request Site plan sheets 1, 3, 4, 4A, and 7 Copy: SDP2014-11 August 7, 2018 Bill Fritz Chief of Special Projects Albemarle County Community Development Department 401 McIntire Road Charlottesville, Virginia 22902 RE. Jim Price Automotive — 5DP201400011 Dear Bill, Please consider this letter and revised Site Plan Sheets 1, 3, 4, and 7 as our request for a letter of revision to the referenced site plan. The changes include the following: 1) There was a field change for the utilities entering the building in the northwest corner of the property. The 6" fire line, 1" domestic line and 4" sanitary sewer lateral were moved as shown on this plan. 2) The approved addition to the Hyundai showroom has been extended. The original building was shown at 64'x50'. The new dimension is 70'x50'. 3) The approved maintenance building has been updated. The original plan was shown as 15.0'x30.0'. The new dimension is 13.0'x29.0' 4) The Lighting Plan has been due to the extension of the front of the showroom building. We thank you for taking the time to review this request. Please let me know if you have any questions or requure additional information. Sincerely, Dustin Greene, EIT ROUDABUSH, GALE & ASSOCIATES, INC. $ WJ A PROFESSIONAL CORPORATION g LAND SURVEYING Serving Virginia Since 1956 ENGINEERING LAND PLANNING ENGINEERING DEPARTMEN-r SURVEY DEPARTMENT 172 SOUTIIP.ANTOPS DRIVE. STE. A 914 MONTICELLO ROAD JIM L. T'AGGART, P.E. CI-IARL01-1'ESVILLE. VA 22911 CHARLOTTESVILLE, VA 22902 WILLIAM], LEDBETTER, L.S. DON FRANCO. P.E. PHONE (434) 979-8121 PHONE (434) 977-0205 BRIAN D. JAMISON, L.S. DAVID M. ROBINSON. P.E. FAX (434) 979-1681 FAX (434) 296-5220 DAVID A. JORDAN, L.S. AMMY M. GEORGE. L.A. 1NFO`etROI}DABUSH.COM KRISTCIPHER C. WINTERS_ L.S. August 7, 2018 Bill Fritz Chief of Special Projects Albemarle County Community Development Department 401 McIntire Road Charlottesville, Virginia 22902 RE. Jim Price Automotive — 5DP201400011 Dear Bill, Please consider this letter and revised Site Plan Sheets 1, 3, 4, and 7 as our request for a letter of revision to the referenced site plan. The changes include the following: 1) There was a field change for the utilities entering the building in the northwest corner of the property. The 6" fire line, 1" domestic line and 4" sanitary sewer lateral were moved as shown on this plan. 2) The approved addition to the Hyundai showroom has been extended. The original building was shown at 64'x50'. The new dimension is 70'x50'. 3) The approved maintenance building has been updated. The original plan was shown as 15.0'x30.0'. The new dimension is 13.0'x29.0' 4) The Lighting Plan has been due to the extension of the front of the showroom building. We thank you for taking the time to review this request. Please let me know if you have any questions or requure additional information. Sincerely, Dustin Greene, EIT Application for Letter of Revision ® Letter of Revision = $108 This application may require additional review by the Fire Marshal. Fees in addition to those shown on this application may be required as required by the Fire Prevention Code Fee Schedule. A copy of the schedule is available from the Fire Marshal. Final Site Plan Name and Number: SDP201400011 Contact (who should we contact about this project) Dustin Greene Street address 172 South Pantops Drive (,its, Charlottesville Phone `umber 434-979-8121 ext 106 State VA 'Lin Code 22902 dgreene@roudabush.com Owner Of Record Rosenthal; Robert H & Harrison Nesbit II Trusts U/ Trust Agreement & Henry Street Address PO Box 7463 City Charlottesville state VA Phone Number 434-326-5993 Applicant Same as owner Street address 2) Sb S E M l t� o1.E TP—AIL (,it" C�pt�LOTTESMs�-L[- State V� Phone Number Email SUBMITTAL REQUIREMENTS: W The appropriate fee, p Code 22906 Code 2.2901 W The site plan number that the change applies to. W A request letter describing the proposed changes from the owner or authorized agent. W d copies ofthe plan that shows the proposed changes, Chanaes must be shown on the sheet or sheets from the approved final site plan, or on an t 1..` I T' copy of that portion of the _approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate, true and correct to the best of my wI dg and belief. _ �II)2o19 — -- Signature AfOwner, Age t Date T� r`1 � ►tet- ) 22-6 - 594-8 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY" LOR # 1'ee Amount $ Date Paid By who? Receipt it Ch# Bv. County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Voice: (434) 296-5832 Fax: (434) 972-4126 REVISED 4.-2 %?018 Page I of i t LAND SURVEYING ENGINEERING LAND PLANNING WILLIAM J. LEDBEfTER_, L.S. JIM L. TAGGART, P.E. DAVID M. ROBINSON. P.E. AMMY M. GEORGE, L.A. ROUDABUSH, GALE & ASSOCIATES, INC. A PROFESSIONAL CORPORATION Seming V,,V is Since 1956 914 MONTICELLO ROAD CHARLOTTESVILLE,VIRGINIA 22902 TO: Community Development ATTN: Bill Fritz 401 McIntire Road Charlottesville, VA 22902 X Attached _ under separate cover via DATE: JOB: PHONE (434) 977-0205 FAX (434) 296.5220 R4FOOROUDABUSH.COM BRIAN D. JAMISON. L.S. DAVID A. JORDAN, L.S. KRISTOPIiER C. WINTERS, L.S. August 9, 2018 Jim Price Letter of Revision the following items: # of Copies Date Job # Description 4 8/9/2018 11.0093 Letter of Revision Plans 1 8/9/2018 11.0093 Cover Letter 1 8/9/2018 11.0093 Letter of Revision Application 1 8/9/2018 11.0093 Check for $108 These are transmitted as checked below: X For Approval/Signature _For your use X Please return Resubmitted w/revisions Review/Comment For Bids due Other REMARKS: SIGNED: Dustin E Greene, EIT If enclosures are not as noted, kindly notify us at once. As requested RECEIVED A0li 0 9 ?098 COMMUNITY OEVELOPMENT LETTER OF REVISION THERE 1 FIELD CHANGE • r THE UTILITIES ENTERING THE BUILDING •. •r ■ OF PROPERTY THE 6" FIRE DOMESTIC LINE AND 4" SANITARY , r MOVEDWERE AS SHOWNON PLAN. 2) THE APPROVED ADDITION TO THE HYUNr .. SHOWROOM HAS BEEN EXTENDED. THE ORIGINAL r WAS • DIMENSION 3) THE APPROVED MAINTENANCE BUILDING . BEEN UPDATED. THE ORIGINAL PLAN WAS SHOWN111 DIMENSION1 4) THE LIGHTING PLAN BEEN UPDATED DUE TO THE EXTENSION OF THE FRONT OF THE SHOWROOM BUILDING. L DAVID M. ROBINSON C. No. 10 56 ?6IM PRICE AUTOMOT VE0 1 . 0 A WT L94611 I k I t � I];& Ili X [111111 August 28, 2014 Francis MacCail Principal Planner Zoning & Current Development 401 McIntire Road Charlottesville, Virginia 22902 RE. SDP201400011-- Jim Price Auto Dealership -- 2150 Seminole Trail, Albemarle County, Virginia Dear Francis, Please consider this confirmation of your August 19, 2014 discussion with Michael Myers of Dominion Engineering in which you discussed that all of the existing light poles and fixtures at the referenced site are grandfathered from the current "Dark Sky Ordinance" regulations in the Albemarle County Zoning Ordinance since they were installed prior to the date of the ordinance. To this end, we hereby certify that all of the existing site light poles and fixtures were installed prior to the August 12, 1998 enactment of Zoning Ordinance Section 4.17.1, or the "Dark Sky Ordinance." Also, as you had discussed with Mr. Myers, the lights located at the front of the site along Seminole Trail are not required to comply with the June 14, 1989 ordinance prohibiting spillover from parking areas because these lights are located in display areas, and not parking areas. All new lighting fixtures will comply with the current ordinance requirements for full cutoff fixtures and spillover requirements. We thank you for your assistance in this matter and look forward to the approval of our Minor Site Pian Amendment as soon as is feasible. Very truly yours, Sandra Price Amato Legal Representative for Jim Price Count of Albemarle Commonwealth of Virginia On this A, day of ,lit#t�rtlit Itl��,. personally appeared before m nd acknowledged that held I foregoing instrument. JN NOTAIRY ' ..�1, PUBLIC REQ. #1471357 ft Notary Public 9 MY Ct}MMgSSiON I XP RIE 1 P.O. Box 7463 Route 29 North Charlottesville, Virginia 22906 Phone,(434) 617-1881 Fax (434) 817-1860 vaww.,}i-tnpriceaiito.com 1J SPI Cover Sheet SP3 Site Plan �3 SP4 Profiles and Computations SP4A Waterline Profiles and Details r so n e i 6en o c SP7 Lighting Plan ig ing e a s SP8 Landscape Plan n CURRENT DEVELOPMENT PLAINNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL April 22, 2014 Michael F, Myers, P Dominion Engineering 1.72 Srsutfr Pantops Drive Charlottesville, VA 22911 Pe. Price Hyurtdalffruck Maintenance Dear Mike: At our most recent meeting with" Aibomarle.Courity planning staff regarding tate referenced project, the planning staff Informed use that they had grade a visit to the site and found that several existing outdoor site light fixtures oto not appear On airy past site plana that are on record, in following up on this discrepancy t have, with the Owners' assistance, made an extensive investigation:. Following is a summery of our rodings. The Owners have kept copies of every drawing of their facilities that has been produmd since the design of the original building which was designed in 1977 and occupied in 1979, With the owners' assistance, I have looked through all existing plaits. In addition, ties 0wriers. have tacked through all purchasingre(wNch only gel back to 1990) relating to their built Mai The owners, also have two employees who have been with the componY since the, construction of the original building and we. were able to interview these two emppoyees. I also made a personal inspection of each light fixture in question where I examined the tis and pole bases then compared thein to other existing poles and uses thatare included on past planning records, Plans that have been referenced in our research include., 1. Original site plan, dated 8110/1977 with revision date 1218178 2. Site Pian to construct a used car facility on the site, dated 1#J W1989 3, Site Plan to construct a Hyundai showroom on the site, dated 122/1004 4. Note that the Owners never requostod or received an 'as -bulk' set of drawings at any of the periods rioted above, • There are 27 existing light flxiures which do not appear on any of the referenced site plans. • No plan could be found anywhere which shows the light fixtures in question. e No purchasing records could be found that indicated a purchase of site light fixtures since 19W, • The employees. who have been with Jim Price Chevrolet since 1979 have no memory of additional light fixtures being installed, At the same time they believed that the fixtures in question haves always been at the current locations. r In a visual inspection of the fixtures in question and an inspection of fixtures that ars recorded on. past site pian indicates that the base and pale of each questioned fixture is identical to those of the fixtures that are on record. This includes signs ofaging, which are identical and suggest that to fixtures were installed at the same line (1978 or 79) . « The site inspection also shows that the pole lights along the north property line that are not shown on plans, have been iGomptately overgrown by :the adjacent evergreen trees, which are shown on the 19771anciscape.plart, Most of the trees have reached or passed the height of the poles and the branches haw spread beyond the pales to where the lighting efficiency is questionable. This suggests that the potes were installed at the same time as the trues, when the trees were small and the distance between pole and tree appeared to the untrained professional to be adequately spaced. As an architect who has worked in this community on and off since 1973 and is familiar with engineering and construction practices as they were at this time, I have come up with what I believe to be the most likely expWation for the absence of 27 light poles on the various record site plans. Based on the information summarized above, I believe that the nein-recorded light fixtures wares installed as a change order during the original construction. Since the site engineer was not needed in order to Install the additional light poles, he never produced any drawings v tich indicated those poles, When the Owners applied for a site plan amendment to add the used car facility in 1989, the Civil Engineer who produced the site plana based his silo plan on the record plan he had prepared in 1877. If he actually went to the site, he did not pay attention to light poles that already existed, As a result, his amendment plan of 1089 only showed what was on the criginat plan from 1977 with the proposed now poles that were lacing added in 19893 The sante thing happ+enO again,in 1994. Evers though the current request is only for a minor amendment to the site plan, It is my recommendation that the current site plan be updated to show all existing conditions as. they are today, including anything And everything haat does not appear on any past record plans. The same should be considered for both site lighting fixtures and for landscape elements. in the ease of landscapes elements, 1 do not suggest recording every individual shrub, but si€rrply. include an accurate record of the areas that are covered by shrubs. Individual trees should be recoil. Parking spaces have already been discussed with the County and I understand that those will be accurately shown on the current plan, along with type of paAing designation. Please got back to me with arty guestions ood If you are in agreement with the above, please Net fine to include a copy of this !otter in your correspondence with the Planning Department at Albemarle County. yours erytruly, Robed Bartter Anderson, AIA .President, tittle Rhino Studio, P.C. 0 0 DATE i j FEB. , 201 4 i \ 3 I i !i E �ff\f Y < �1 CIO j W W CIJ Zcoo E } [ F 5; Cr ? �- Zi I q CCW --Jj-inI 0i' ii a it� W� OI u.l i 4coUJ� I EI k �i co LLCL s i fl g SOC aW -J Lij �q i I � ,( �Lu- E I t 2 kt LU :1_, � 1 DATE i j FEB. , 201 4 i s � I i !i i i� �I0 W f I Zcoo E } [ F 5; IE Zi I 0 0i' ii OI u.l i I EI k �i LLCL i i I � ,( E I t i( kt FILE NUMBER I 11 ,0093 t } SHEET I 1 r r/, ----,*--LIGHT POLE LEGEND ,/ ()4 SINGLE LAMP " DOUBLE LAMP DOUBLE LAMP i TRIPLE LAMP i + QUAD LAMP DI TOP 484,03' 15" RCP IN=479.08' 15" RCP IN,=.��79.,8' 15 RCP ,OUT=478.8 TOP ' 483L=479.99' 1 " 1CP DI I GRATE TCP=4; 8.83' 18" RC OUT 73' iu NOTE: LETTER OF REVISION #1 NARRATIVE DISPLAY AREA TABULATION PROJECT AREA TABULATION VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM AREA AA......................6,756 SF AREA A .................. .... 46,663 SF ACSA NOTES: \1 E/A REVISED SITE WATER AND SEWER TO THE ENTRANCE CORRIDOR SHALL BE ELIMINATED The purpose of this letter of revision is to add a AREA BB......................2,477 SF AREA B ..................... .. 967 SF 1. ACSA to verify water meter size prior to CONNECT WITH BUILDING UTILITY separate private sewer lateral for the interior trench AREA CC ...................... 954 SF AREA C ...................... 2,311 SF issuing a building permit. The applicant will T�YI--68�J� STUB -OUTS drains that connects to the existing oil/grit separator. AREA DD ...................... 1;241 SF AREA D ...................... 2,259 SF submit overall site fixture counts, by The sewer lateral for the building plumbing fixtures AREA EE......................6:597 SF TOTAL AREA..............52,200 SF `\` SAL -.SART g p g building, prior to a building permit being \ \ (bathrooms, sinks, etc.) has been revised to connect AREA FF......................3,780 SF issued. If a water meter upgrade is required 4, � E \ REAL ESTATE BUSINESS 0 UTILITY LOCATIONS AT EXPANSION AREAS AREA just downstream of the oil/grit separator. As a AREA GG ...................... 362 SF STORMWATER MANAGEMENT/ADEQUATE OUTFALL NOTE P9 I I \ \ APPROXIMATE. CONTRACTOR TO COORDINATE WITH result of this adjustment, the private domestic and AREA HH .....................:6,156 SF the applicant shall submit plans for review I \\ USE: RETAIL ,� ARE A `-" service P AREA JJ 5 314 SF BASED ON DECEMBER 12, 2013 MEETING WITH ALBEMARLE COUNTY ' ` ZONE: TIC _- EX�STI�iIv WD�DED - MISS UTILITY BEFORE ANY LAND DISTURBING fire water service lines have been revised. Please ENGINEERING, THE ADDITION OF AT LEAST 5% PERVIOUS AREA WILL and approval showing the installation Of q ACTIVITY. refer to highlighted plan changes on SP3 and profile TOTAL AREA..............33,637 SF SERVE TO MEET THE STORMWATER MANAGEMENT AND ADEQUATE new water meter Vault. }\ \t changes on Sheet SP4. OUTFALL (MS -19) iREQUIREMENTS FOR THE SITE. THE OWNER IS 2. Prior to any work commencing the applicant \ PROPOSING TO PROVIDE GREATER THAN 5% PERVIOUS AREA WITH will contact tits ACSA (Alexander Morrison at _ - --- _- - - THIS MINOR SITE PLAN AMENDMENT. 434-977-4511 ext. 116) to setup l \ 5 p'S 11 / - IMPERVIOUS AREA CALCULATIONS: __ __ ___ ! ____- "-_ _ _ _ _ _, _. Mn _ . ___. -__ _ inspection services for work associated with I \ - - _._ ._,"_.__ _ - _ _ _ - _.._ ._ - , PROJECT AREA: .............................52,200 SF \ , _ ,... - - -_ - - -- _ __ . :................... 10 SF _ - --_ __ __ - ..., j ; � i --__ __ __ MIH_ .. _ __ -= - TOP=443.74' OF PROJECT AREA 2 6 system �,� z- - .- i \ _ V _ - - ... - - - - - _ _,._ - -- - - - _... - - - - .._ 36.._R P3 IN=427.1.9'_ ° �- " -- z -J I \ \ \ EX. RI TO\ BE \REM0VED , AN1 G , . _.. _ ... - .. - _�.._ _. _.- __ ,_ , _- _..._ - -- _.. - _- _ - - _ _ __ _ ^ ^ "- --- - - - ..- .- __ - NEW PERVIOUS AREA:.....................3,665 SF (7.0%)> 5% . .._..._ ...__. _-,_. x ><;Z---- REFLACFI) •WITS"NEW D1-AP-P-ROX-- 46{1.. - _ _ .._ . _ = .,_ _ - _.._ .._. _._ - 46 TDP 465.91 EXISTI FG _FENC� -To - M'AIN\ ,\ - - DI GRATE _... -. _ _.._ __ .__._ „ ,^ - 11 _...r --- __ _ _ m; - -y_�_ f. - - ....... - - .._ _.. _ _ ._ - 118- RCP IN -=457,'i4 -- __ .__ _,_ _ ,1; _i,.. , _ .... 5', DOWNSTREAM__- __._. OR B •REPLACE A w\ \ . --- -..__ . . ,.._ _464- --- - - - --. -,,, . - - �� ; - - ,= ,._ .. -._. - -.._ R S NE DED - . _. - - _ - \ --- - » - ,__ - -- --TQP=46&.0 __ _ _... __ ._ ._ . _ ._ %` = - : \ - - -T01',-468.32 -- _ - __ -_ - __TQ .MAIN 1`W--. TANd -FU -.ZX TOP.=46$.57 - - - -...._ __ ... _ _ - - .... _., .. -: -._. _ ` _R P IN=456.Q4 _ ,.._-- _ _. __ i2" -.RSP IN =451,:53 - _ f'9Sc�.1 - - �, V , , : 475.._ - LL ENOL UREA - - - ;,i �S _, , I�W� _ - - EX. 30 --RCP OUT -464-.- _ _ _ _ 1 473 -- -- - - - _ _ . �...,,��-�_ _ .. ___.__.... __ ,f �, ;,_ ::��- _ ;� �� ` ,� - � �0 N '45-3 -2 - _ . _-^- - RCP- ,_ - -' + a, 1:, fir'., _ - RCP OUT" g �,' •5 SAN MH - -,- ._.__ __ _ _ -- - _ --TOP= 460-1,9' ,, i, f �-- _.. _r __ �, �_...___.. __�_"::. �: `; .�� \- _ _ ^� - 6� -- -- -' __- -___ TOP -460.1-9 \� A.-_ _: _. --- - - . _-P -iN =484 _M X - I I I I ; _ - __ - __ - - \ - I ; I � _ -- , .: �� ~ ,,. -8 PVC - IN 455 01"� I : " s co EXISTING E `t� T } 20 S __-. - - _-. - - _ li,I 4 ' D 8 x AGE -- D M _ - _ _ _ _ _ _ - r 6,0 3o C• I IEX A ,`,. _ \S _ - _ _ _ __ -- --- __ __ _ _.8- PVC OUT= -454 30 __ - " PAD I iS TNG pIS� AY ! I i - ! 1N (ESM ra _-- _ ; _. ATE- - - - -- - - _ "��, _ - ��_ \. _._. _ - DETAIL SHEET SP6 DETAILS ET SP6 73 --OF�AVEMENT I I �r� i % i I I _ l - - \ _ EC ARES AAI I I I I I } ' -, _ _: -_ - _ -._. l _ - -- l s -, . TO REMAIN I I I } I ! EX/S - --� ' 4 7.- __ ._ - , __ •_ - __ - -- � \ fl i � p EP _ '�$ » � ____� } I_ ! I ! I } - - , 17NG p� � w\ l{' - l- - __ ._,- - __..._ _ __ � -_� _ _ - /5 _ - .- i 021L , , - \ -.. EX. 20 WATERLINE - - - _ _-Atfv--- --_SPS j�,, _ _ _ - - -- _ _ ty_ I 73-$ THlS I UILDING TO BE - 0' BEND (1) 6x6 TEE . - __ � I A�-- __ _ „ - f _ _ -,...• , - -- -- - - - t t -_> _ _- ,' i v> N - EASEMENT „ , , - - : - --P+._ 4 F 4` _, ° -- ! �; prz • Y N � p ati d 1 A2 M R OBIN$ON Li'c. No. Y 56760 w ti OIL SANITARY LATERAL (FOR BUILDING SEWER) PROFILE SCALE: V: 1."=10' SCALE: H: I"=30' �iUALE: V: 1 =1U SCALE: H: 1"=30' C . .........._._.. _ _/W1 _...,„.....�..,�.__.�.._...._,.,__. ._...«.._...... 485 __ __ _._._. ___. _ �-_ r __�.______.___.______ _________ .________. 485 ------------- r� k 4 _Lc�-W__ 480 480 Pra osed Grade475_------ R WALL, 475 475 --_________ ______. ___._ ____ .,__-_w .____-_ ------- __.____. 475 470 ___ _____._________ ____-______ ______ _. _ ____ _ ._.._.___. __ _ _ __,__--- __...__ _.____._ __ . _ 470 ______...._.. _,_ ____-_ _ Exrst Gra el, --------------- 465 0 !0 Q_. 2 _ _ GO___.__._._ __.__.. ___..__ ..____....__ ...__.«w_..._ _._.m _ .___. ._.. _______.« ._ __________.__�__ �___ __ _,_-______.__ __________ 717 .__._._-.._.____._..�_.__.______...W__._«.�.._-._.__________._.___.____ 470 470 - --------- ............._._______ ____.__._.__ . ___._. __ __ _..__ .___.__________ _.. __ ______ _.._._.___...___.__._...__._.. __. ------- ..__,...._ 460 _ 1' MIN .__._____ __..____..____.__ _ 460 r LL CO.. --- — — a 455 6 -SDR3 - c - P�/ _ __-__.w .... oR 450 _.____...__..___.__. ___.._.___ __._______._._.._.. _�. __ �.___.__________ __.____.__..__.._____.___ 450 10+00 10+50 Q ■ 465 465-- 5 ____._.....__._ R i I ..--._.__.-.__._..__...__._..__.. cc LE __.. _* _ _.. _.._SD t35_PV .1____�. __ __ _. _ O --RUN, OF-6-__DaP -.-•- _ _._ v� 460 460__._.___ __..__.___._... __._.._._._, __ _._._____ ___.___ ________...___._...____..........____.._.,.________._.___.__ ____..______............... * _.5. 91—T-OTAL_LENGT�-AN E D�NO...._i_ DIP___..-__..__.__ __.._..__ AN- LAT. CENTERED � -.r __..___.._.__..�,_ _.-.____,..._._._ ___._.___.______ .._._______._____._ ____..__...__�___....______.__...__rv__.__.__w.__.___....__- _._ �/ER--WAT€R-G1�OSSIPFG 0 455 455 i ,!tIP rL �__ SANITARY L TER -AL DEPTH. LATER-AL-DEPTH. _.......... ___.... __ 450 450 .__-.__._._. zx� x _______ _ _ _ _ _ -------- ------- --- __._......___,____. J 445 445co >: �n _..__ _..._.__.___._._____..___._ ______._._____.___ Z rL • _ ,. .. _..__.__. _..__ 440 440 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 SANITARY LATERAL (FOR BUILDING SEWER) PROFILE SCALE: V: 1."=10' SCALE: H: I"=30' �iUALE: V: 1 =1U SCALE: H: 1"=30' SCSTORM _4-4A PROFILE ALE: V SCALE: H: 1"=30' "RETAINING WALL DESIGN TO PROVIDE GRADE BEAM CENTERED OVER STORM CROSSING A ....._.....,... .. .. - _-..«-.,.__. . SQL . .........._._.. _ _/W1 _...,„.....�..,�.__.�.._...._,.,__. ._...«.._...... 485 - - -- _._______ .. __._.___ :M _ c,__ _ �-_ r __�.______.___.______ _________ .________. 485 cz r� k 4 480 480 cq R WALL, 475 --_________ ______. ___._ ____ ___._ __ _ .___ _.___________.... _.__._ 475 470 ___ _____._________ ____-______ ______ _. _ ____ _ ._.._.___. __ _ _ __,__--- __...__ _.____._ __ . _ 470 1 465 --__.____w___ 465 0 !0 I G LU 4 460 n_ __� .__._____ __..____..____.__ _ 460 r LL CO.. 0 a 455 450 _.____...__..___.__. ___.._.___ __._______._._.._.. _�. __ �.___.__________ __.____.__..__.._____.___ 450 10+00 10+50 SCSTORM _4-4A PROFILE ALE: V SCALE: H: 1"=30' "RETAINING WALL DESIGN TO PROVIDE GRADE BEAM CENTERED OVER STORM CROSSING A O _...------ -.. __.._...-._. _.-.._. DATE FEB. 3, 2014 SCAB ASSHOWN f r� k 4 cq LL On ct c 1 i 0 !0 I G LU 4 Cc r LL CO.. 0 a t lz Q ■ CO 04t R i I ..--._.__.-.__._..__...__._..__.. cc 0 LL cli crE -.r 0 i ,!tIP rL O _...------ -.. __.._...-._. _.-.._. DATE FEB. 3, 2014 SCAB ASSHOWN IL NUMBER 11.9093 SHEET 4 OF 9 f 4 LL 1 i 0 !0 I G Cc f LL t lz i I ..--._.__.-.__._..__...__._..__.. IL NUMBER 11.9093 SHEET 4 OF 9 KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A-423) OR APPROVED EQUAL NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 2500 P.S.I. CONCRETE BASE AND THRUST od. BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN - A HYDRANT IS LOCATED IN A FILL, ANCHOR THE VALVE TO THE HYDRANT WITH 2-3/4" THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 8" X 6" TEE 3/4" THREADED RODS TO MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED. OR ASPHALT COATED NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DE`T'AIL NOT TO SCALE me FOR ALL BENDS SECTION 1-1 45° f -,* - Max L 2 ZG p 45' max 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG AS M JIRED -� t> 4 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND _ _____ _-__ L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 • 470 22 1/2 1.50 2.00 2.52 0.10 2.00 2.25 2.50 0.15 470 11 1/4 1.50 2.00 2.50 0.10 ..._. 90 3.66 3.16 3.21 0.48 8» 45 2.66 2.66 2.77 0.26 .,....._.__.____. __. _______ _._._... 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 .____._.__..._......_...._.__.___..____._._.__._....___.. 11 1/4 1.66 2.16 2.67 0.13 ........_ __._... 90 4.83 3.83 3.42 0.83 I 10" & 12, 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 ------ ---. ---- --_._ _..._.. _._�..___...___..__- 22 1/2 2.33 2.58 2.86 0.24 _ 11 1/4 1.83 2.33 2.84 0.18 460---_-_ 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCK DETAIL __.__...._.._..._O____....-...._.__.._..--.------- -----._.___.___._..._._..----.--._.__....._.._.... NOT TSCALE PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d- TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --� 0 1 ;3 ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. NO. 4905 _z (SCREW TYPE) OR APPROVED EQUAL z_ N Qo WATER 2500 P.S.I. \ CONCRETE �' a THRUST BLOCK a a a. a 4 a a a M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 18 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4"M! UNSTABLE 8" 8" SOIL ----MIN. MIN INITIAL BACKFILL RANULAR FILL AS APPROVED BY ACSA 3 STONE ZSTABLE SOIL OR ROCK, NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NOT TO SCALE WATERLINE PROFILE TO FIRE HYDRANT .......___ __._.. _ .------ - ----- _ _.-----_._-.--.-----.----------.--____-- SCALE: V: I"=10' ..�.. , r .T-,....._ , n mow►. i -•.r - i.-.�. .....� i--� /1 op 'Ile � r AVID M. ROBINSON Uc. No. 56760 _Ad NAL WATERLINE PROFILE SCALE: V: I"=10' SCALE: H: 1"=30' _............... - . ------ .____......--- -- ... ,_._. .... ...._.. ......_...__. _ _ _ _____ _-__ .__ ..__. ._. ...415 - ropo ._NGBum 475 Extst Gra de • 470 .. _ ---------_.._..____ _..._. __ _.._._ __.. _______ _. .__.__.____._.._..... __ __-._ ._____ _..-_.-_..___ __ __.___ ____._._ __ _ _. _ ._.___..___ _._. _ ___. ___ _ ____._.____. _ __ ___... __.. ____. _._.._ . _,_..__. _ - - ____. _.____..___ _ _ _ _ AR 470 ..._. LEA __.. ._.._____. .G _CLE _.__._.... .._ ._. .,....._.__.____. __. _______ _._._... 465 _ ___.____._._.__._-.__..__.__. _., _ _..._ . __...__.. .._--_. _._. ____._.....,,__........ ............ . .._._... , _. _.._._._ _..,..._ _. --_._.__-.____ ___.,__. __._.,_ .. .____._.__..._......_...._.__.___..____._._.__._....___.. i 465 ........_ __._... ------ ----- - #' I WATERLINE- 3. _G_._DIP_FIR€LINE ------- 460 460 ------ ---. ---- --_._ _..._.. _._�..___...___..__- _.. __._ ___._... _.___....... _ . _ 460---_-_ __. _ _.. 455 __._._. cam..._.... _-._____ ___._.._.__-..-_..__._____._..__.__..__._..-_.._____._.,__.._. ______.-__. ca_...__._._ ___. __. _,___ ._._._ _ ,._,_,.._. ._...._.. _._-_.___._..__... _ ___.,__.. ....-.___.__..__._ ..............__.,..._._.__ _....._.._.._ _.__ ____.____..,,_...,___-._.__ _ _--__------________._ ________.___... _______. _.- .__.._..______ __ _ -__ _ __.._.. _ __..__.............. _.._-._---- ...__._..,......_......__.....,_______....___..__....._,._... .._._.__ 0 455 __ __.._ _._.,,_v._,CDuj w 00 _..._ _.._. _..___ ....__ .. _..._.... __..___.__...____.._..._v.___..._____.._.___._.._.____.__.__,____._......_..._ ...............__ _____..__ .. W.... _.._..._._._.__.._._ _...__._ _ ._._.... _... _..._,_____ z _v, .._.____,_._ _.__ _.___ ____...,__ .__ ___..._.__._.... m- 450 450 -___.....__._. - _-___._..._.___ _...__ _._____.__.-._.._. ._-..._._._.._.._,.__.______.-__-_............-...._..._... _._.-..-....___ _ ____....__..._._._...-_-_.___-_.__ __----- - Q _.,.. N .-cam�........-. .._. . .-...._.._. _. ....._.._...._..._. 5+�._.^v._. .. ..... ._�n. __..._._..____._... � .. - 00 __ ..___..... ..__ . 44445_ 5 _+_ .__._._.__..._._._...._._. _.........._._..._. ....__+lam ______...___.__. ^00 Lei___ --------- -------_----- .. _......_...... ...._.- .___._._ _ ___.____._._._. .__... ------------- _._._ .___. _._. ...___.__ ------ 440440 ------ __ n __._cn w ----- _ _.__...._..._.. cN.n.-..^. _..____. ; 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 WATERLINE PROFILE SCALE: V: I"=10' SCALE: H: 1"=30' DATE FEB. 3, 201 ALE AS SHOWN i • �w I ■ i , #' I 3. DATE FEB. 3, 201 ALE AS SHOWN i r FILE 11.0093 FET 4A OF I r FILE 11.0093 FET 4A OF st-c Des Jim exis fixtu Nem Fac Prol Prol 29 0 N STANDARD LIGHTING NOTE FOR ALL PROPOSED LIGHT FIXTURES ONLY: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 10. 0 10.0 0.0 0.1 0.2 0.6'8 Lij 3.7 5.3 15. 0 4.1 4. 0 12.3 .2 10Z +1.3 '1.3 +1.3 3 +1.1 +3.4 +2.2 'K 3.8 8.7 +13.2, 16.21 '3.6 r -t4.81 +0,,'0,.--,, . ... .. +6.0 +0.0;1 �,`+OA 1 +0. +1.0 7 ;�13 19--j 1., +1.1 I ....... .. w 0 jo -j 60 -10 .04 +0 +0 J '6.3 +1.6 -"I *7.9 1' 3 -1.2 10.5 10.0 10.1 10.1 +0.1 10.3 +1.8 9.1 +1.3 10.4 Ok 0, A 0.1 +1.6 16.0 tC +1.1 0.2 4k + +I 0.1 0.1 li 0. +0 +0 +0.8;: +2.3 +3.3 +5� 1 16.1 16.0 +4.8 15.3 2.1 +3.6 1 1 0.2 A0.1 +0,1 10.1 10.1 +0.1 +0.2 +0. 3' 10.5 +0.7 +1. 1 +1.5 +1.8 +2.1 12.4 12.01 +1.3 A 0. +n il +nl +61 +n 1 ins +n 9 +n -4 In n +0 'A 103 10�3 10.3 +03 10.3 10- +30.5 +42.1 +3.1 +11-, -3 F3 Lij .3 *7.8 12.1 +2.0.._...+2.0 +3.4 ii +1.3 '1.3 +1.3 3 +1.1 +3.4 +2.2 +2.1 3.8 8.7 +13.2, 16.21 '3.6 r -t4.81 +10A + 7 .32.1 - .+18.2 18,8 +5.0 +3.4 +54.3 +20.3 +17.9 +14.9 *7.6 +4.3 +1 +52.2 +37A +47.1 +31.0 +15.1 14. .... . . .. ......... nir, +4.1 ,6.8 17.6 +12.3 )I t .4 '8.6,,-+13.3 tb12.8 +2.4........__.+3.0 16.0 +10.0 +2 5� _x13.04.6 12.9 +3.5 15.2 +24.2 10. ji,"6.311.6 -+3;1- �3.0 4.4 67 +1.0 +2.2 +2.3 +2 7 tA +11.0 +16.9 +57.3 +60.7 L �8466 +62.4 +34.7 1 +13.4 1 5.0 12.6 +10.2 '613 �6.7 +47 Lij LL A4 8. +47.5 +5 108.6 +85.2 +46.01 -'28.9 +18.0 +1 16.0 +10.4 +3.4 ii 4 40.0 5.2 ....... . ..... .. .... ....... Z z "38.0 +52.7 X3.2 166.6 +70.9 166,7, +30.2 -�8.4 .9 + 9�1 6.9 16. +5 .2 +64.6 21*7 36.0 w z w ......... . ............. . . .... ....... . ...... . ....... .... ..... .. .... )1.3 +9 +87.1 +1 2R X141-:3......66.5... . ..... +107.1 .07.1 +26.0 15.3 9. 31 +69.4 +34. I A + 51.6 �4.0 .92.1911 .15 9 T#3 12.4 A4 5 + +48.7 +81.5 062.2 18M +98.7 +104.4 *73.5 +127.2 A?26.7 +44.7 +31.6 +37.3 ++ 66.7" 57. +2 .1 13 4 19. A4 13.1 +37.0 �55.7 83.3 68.0 190,,Z, 196.0--1 + 1033 *72.5 *72.5 +55.2 +58.0 *70.6 +89.2 '62.0 '+ 40.5 +35.7 *26.0 24. ... ... ..... ..... .. .... . ........ . ..... .. 0.8 00 +140.4' '�;.*l 56.9 *72.8 *76.8 +55.0 +45 '80.7 J +81.8 2 119.6 +17R�3 +174.8 +40.5 57.8 i J061 *141.7 14MIME172,7 . ......... + EIMO .. . ...... .. .... .... A4o Cl 3.4 0 A4 + A4 + +91.7 l5d.4 I 'i acl - +118:8 �430-1- +97,7 -1134,4--.)9�-1 1 0.0, +64.3 158.4 90,2 +162.7 A463.2 +124. +109.0 .5 ❑ A4 A4 '6510 UZ +131.3 +139.4 '78.0 +70.8 +62.7 '78.0 '72.7 +67.9 +80.2 +68.2 *75.4 '77.5 +68.1 +85.0 +72.5 +89.: +62.5 '40.5 ...... ....... .. ........ ...... .5 + 1+ + A +1 + + + J +60,3 +38.9 +2�. 8 121 + 27 1" 90.3 '55.9 56.1 1.8 �\l 2.8/ 'l 0& 33.0 %07.�3 101% 1�114 102.9 87.0 97.7 88.81' A2 F 3 HA2 A2 0.9 "A2 -11- I A I 1 +1 13f 139. 0 +41A29'i + +iO.2 56.9 167.1 79.4 52.0 41.0 86.5 98.3 122.6 0 48.9i4fjD13 .,,+803 19.0 -.+16 .6 . . ....... -126.4 +2f.2 . . ....... . 1.7 5.5 34.2 .35.9 32.6 � 4.1 .0 ...... . ....... ... . ...... . ...... 2 0.1 14.4 A .5 0.2 L9F .0.3 a X0.9 4 2.3 3 3.2 8.2 5.9 '22.1 FOOTCANDLES WITHIN THIS AREA +3 7. 19!+5 .2 22.7 7 ARE REVISED PER THE PROPOSED FIXTURES. o ell 0 DAVID M. ROBINSON Uc. No. 47 56760 0 ALL FIXTURES SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. ALL EXISTING LIGHT FIXTURES ARE TO REMAIN. SEE ZONING AFFIDAVIT ON SHEET SP1. A2 1 u PF SCALE AS SHOWN SHEET 7 OF9 o Lij LL cy) 44Z 5; Z z 0 0 D 0 w z w < u- uj w < ir CL w 0 W -j SHEET 7 OF9