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Home My WebLink AboutSDP200600131 Plan - Approved 2020-01-14PROJECT CONTACTS OWNER: CITY OF CHARLOTTESVILLE CONTACT: TIMOTHY J. BREITENBACH ADDRESS: 3135 4TH STREET NW CHARLOTTESVILLE, VIRGINIA 22903 TELEPHONE NO: 434-970-3519 EMAIL: BREITENBACHOCHARLOTTESVILLE.ORG LEAD ENGINEER: VIRGINIA AdE CONTACT: BILL ALLEN, PE ADDRESS: 1115 VISTA PARK DRIVE FOREST, VA 24551 TELEPHONE NO: 434-316-8001 EMAIL: BALLENOVIRGINIA—AE.COM CIVIL ENGINEER: DRAPER ADEN ASSOCIATES CONTACT CAMPBELL BOLTON, P.E. ADDRESS: 110 AVON STREET CHARLOTTESVILLE. VA M02 TELEPHONE NO: 434-295-0700 EMAIL: CBOLTONODAACOM SOURCE OF SURVEY: DRAPER ADEN ASSOCIATES CONTACT: CHERYL A. STOCKTON, LS ADDRESS: 110 AVON STREET CHARLOTTESVILLE, VA 22902 TELEPHONE NO: 434-295-0700 EMAIL: CSTOCKTDNOOAA.COM SITE SUMMARY SITE ADDRESS: 1505 AVON STREET EXT. CHARLOTTESVILLE. VA 22901 TAX MAP NUMBER: 77E1-1 PRESENT ZONING: LIGHT INDUSTRY SETBACKS: FRONT — 10' MIN REAR — BASED ON BUILDING CODE SIDE — BASED ON BUILDING CODE PRESENT USE: CHEMICAL STORAGE (SALT BARN) (5,060 SQUARE FEET) PROPOSED USE: CHEMICAL STORAGE (SALT BARN) (7,000 SQUARE FEET) BUILDING AREA: 7,000 SQUARE rEET IMPERVIOUS AREA: EXISTING: 9.627 SQUARE FEET PROPOSED: 8,983 SQUARE FEET PROPERTY AREA 50.7 ACRES UNITS OF DISTURBANCE: 9.723 SQUARE FEET (0.22 ACRES) FLOOD ZONE: REAR OF PROPERTY BORDERS 100 YEAR FLOO➢PLAIN; PROJECT LIMITS WITHIN ZONE X THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: KAITLYN BARGER �5/17/19 NAME: PRINTED rasAN DATE PROJECT DESIGNER E. CAMPBELL BOLTON, P.E. �/J f� 15/17/19 NAME: PRINTED 5MNATUXE DATE PROJECT MANAGER CAROLYN A. HOWARD, P.E. LLLLAy3M Q,kWTU4.UK �/17/]� NAME; PRINTED SMATURE DATE DUALITY REVIEWER SITE PLAN 1h AVON STREET EXT. CHEMICAL STORAGE BUILDING NOTE: CONTRACTOR TO CONTACT MISS UTILITY (811) IN ADVANCE OF PLANNED WORK. ADVANCE TIME PERIOD SHALL BE IN ACCORDANCE WITH CURRENT MISS UTILITY GUIDELINES (www.m issu tllityofvirg in ia.eom } CHARLOTTESVILLE, VIRGINIA __I VICINITY MAP AL13EMARLE COUNTY I" = 5DO' PROJECT DESCRIPTION THE EXISTING CHEMICAL STORAGE BUILDING AND ASSOCIATED 51TE FEATURES WILL BE DEMOLISHED AND REPLACED WITH A NEW CHEMICAL STORAGE BUILDING. SITE WORK WILL INCLUDE AN ASPHALT REPLACEMENT, A CONCRETE CHANNEL, AND ELECTRICAL WORK, NOTE: THE UNITS OF THIS PROJECT FALL BELOW THE THRESHOLD FOR AN OFRCIAL EROSION AND SEDIMENT CONTROL AND STROMWATER MANAGEMENT SUBMITTAL. HOWEVER, CONTRACTOR SHALL INSTALL MEASURES AS APPROPRIATE TO ENSURE SEDIMENT IS CONTAINED ON THE PROJECT SITE. ORIGINAL DATE OF PLANS MAY 17, 2019 A w i DAA PROJECT 18060130-010301 Thane documents, Including drawings and specifications, were prepared by Draper Aden Aamdatsa, Consulting Engineers, purwant to a contract by and between Draper Aden Associates and Vfrginlo A&E, PLLC with respect to the project described in mid contma Any reuse a modlflcatian of soM docurnenis (whether hard copy a alecironle) without w ntsn verlfk tlon or odoptoUm by Draper Aden Associates far the P.M. purpose intended will be at the ads risk of the Individual or entity utlial,g said documents. drawings and Mmiflcatfcns and such use Is without the autharizotnn of Drap Aden Associates. Groper Aden Associates, Cansuaing Engineers, eholl how no legal gablllty reeWting *r any and all clolns, damage., losses, and expenses, Including attorneys tees arising .1 of the unouthmbed use of thex documents, drawings, speciflcotion% reparts, and studies prepared as a result of the oforesold contract. GENERAL NOTES 1. DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. 2. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL OR STATE AGENCIES AT HIS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS, 3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CHARLOTTESVILLE AND ALBEMARLE COUNTY AT LEAST ONE WEEK PRIOR TO STARTING WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. 5. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY, ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS. AND MATERIAL SPECIFICATIONS AND NOTIFY THE CITY OF CHARLOTTESVILLE AND THE ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. B. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED. UNLESS OTHERWISE APPROVED BY THE ENGINEER. 7. PERFORM ALL WORK USING DIMENSIONS SHOWN ON THESE PLANS DO NOT USE SCALES, RULERS DIVIDERS, MAP WHEELS OR OTHER MEASURING DEVICES TO DETERMINE SPATIAL RELATIONSHIPS ON THESE DRAWINGS. B. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES. EQUIPMENT. OR ACTIMTY SHALL BE REPAIRED, REGRADED. AND RESEEDED TO THE SAIlSFAC11ON OF THE OWNER. B. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT. MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. PAVEMENT AND DRAINAGE STANDARD NOTES 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE STANDARDS AND SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATIONS, LATEST EDITION, EXCEPT WHERE THE CITY OF CHARLOTTESVILLE STANDARDS ARE APPLICABLE. 2. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGE STRUCTURE IN OPERABLE CONDITION. 3. THE PAVEMENT DESIGN IS SUBJECT TO CHANGE DUE TO SOIL CONDITIONS AT THE TIME OF CONSTRUCTION, AS DETERMINED BY THE INSPECTORS. 4. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION UNITS OF PAVED AREAS AND DISPOSED OF PROPERLY AT AN APPROVED LOCATION. 5. ANY NECESSARY PAVEMENT WIDENING BETWEEN THE EXISTING PAVEMENT AND PROPOSED IMPROVEMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 8, WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE B49E MATERIAL TO SUB —GRADE. 7. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TO LIKE —NEW CONDITION. e. IN ACCORDANCE WITH THE LATEST VERSION OF THE AMERICANS WITH DISABILITY ACT ACCESSIBILITY GUIDELINES (ADAAG). ALL APPLICABLE CODES AND REQUIREMENTS FOR ACCESSIBILITY SHALL BE STRICTLY COMPLIED WITH. UTILITY NOTES 1. THE LOCATION OF EXISTING UTILITY LINES. CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH. OR OTHERWISE ALONG THE LINE Or PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN MAY ONLY BE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY U71UTY NOT SHOWN ON THE PLANS TO PERMIT REVISIONS IF NECESSARY. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL -MISS UTILITY-. 511. 2. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE —CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. S. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE REQUIREMENTS FOR AND LIMITS OF UNDERGROUND ELECTRICAL SERVICES, COMMUNICATION SERVICES AND OTHERS UTILITIES NOT DETAILED ON THE CIVIL PLANS I. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406. ET SEC. OF THE CODE OF VIRGINIA (OVERHEAD) VOLTAGE LINES SAFETY ACT. Civil Sheet List Sheet Sheet Title Number C0.0 COVER SHEET AND GENERAL NOTES CIA TOPOGRAPHICSURVEY C2.0 DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN C3,0 SITE PLAN C4.0 EROSION & SEDIMENT CONTROL DETAILS 401, Draper .Aden Associates jW 1toAvsr arri s.mww_vA R.y,.K msdarerek VA zime ewae %. trA„anea 'nc asysesoroo rev. vat-ssestas w.Pm,�n..r, w.� v.� 2 au PR6JECTNa; lesmtasomtat 3T �,,4TB OF P y E. �BOLTDNy �q Lfc. N. D61495 7cG /i%/r yen G�; 7DNAL V5 VISTAPAR. PLLC B � T% I w 111E FOREST, VIRGINIA FOREST, VIRGINIA 24551 r 1 s u PHONE: (434) 316-6001 A I t E CITY OF CHARLOTTESVILLE AVON CHEMICAL STORAGE BUILDING CHARLOTTESVILLE. VIRGINIA COVER SHEET AND GENERAL NOTES Full Smle VadMsflon p' 5 k C0.0 y I NO. BY Se.SJ REVISIONS GATE PR0.1EGT eq lases 171M 1TNAY to -4, W T 4 P9 AMOWA. W- 2&M Nunn) Puk Pig. W. 330 LakqNmKY40517 (659) 272-u00 FA( 272-8556 7 CITY OF CHARLOTTESVILLE CTS OPERATIONS % .A x CENTER 153G AVON STREET EXTENDED CHARLOTTESVILLE, VA. 22902 PI J, vMDo Pjtolacr 0509M 6 PO� % Z_ ' - -:`-� � - �.xu �.� _ - '" � � � �� s'^3J.fAiL"'a � �_ - - \ - - - � � � � LGJY� � .. - - - - - - • 1 _ �♦ - Li ZZ o. Z7 A ----------- .�. ice.. .. a .:--_ - _ .. -.. � ._ \,� •_ •S � �:.,w °�:: S . 1, kk i � "'__ _._ _ __ � _ev _.. #�T- t\ �q ,%. -7f: k w jEr TRUE NORTH BUILDING NORTH 7� 77 7 50 0 50 loo 7 SCALE OF FEET 7-- 7.: Z�, ------ ---- , > CONSTRUCTION DOCUMENTS ---------- 7 % r EXunNQ PROPERTY AIV S -Y URVE MATCHILINE SHT. MAY 1. 2008 WEST CIAA c 1.1 REMOVE ELECTRICAL SERVICE LINES TRTHIN LIMITS AS REQUIRED FOR CONSTRUCTION; REFER TO SHEETS C3.0 AND E2 (TYP.) REMOVE ALL PAVEMENT WITHIN THE LIMITS OF DISTURBANCE (TYP.) APPROXIMATE LOCATION OF GEOTECHNICAL BORING (TYP.) E 00 BLOCK f WALL 4t, 44A CITY OF CHARLOTTESVILLE C/O CITY AT CITY HALL D.B. 904, Pg. 209 PARCEL ID 77E1-1 11505 AVON STREET EXT OF DISTURBANCE SAWGUT PAVEMENT ALONG :'�LIMITS OF DISTURBANCE (TYR) y i STB VERIFY NO ACTIVE rU71LITY CONNECTIONS f AND REMOVE VAULT. ® I VAULT lOP-403.K REMOVE ELECTRICAL EQUIPMENT WITHIN LIMITS; REFER TO ELECTRICAL PLANS (TYP.) SALT BARN INSTALL STRAW SALES (OR SILT FENCE) ALONG DOWNHILL EDGE OF PAVEMENT S ,,-TO ACT AS SEDIMENT BARRIER WHEN ■ UPSTREAM AREAS ARE DENUDED (TYP.) REMOVE ELECTRICAL SERVICE F LINES VA THIN LIMITS AS REQUIRED f FOR CONSTRUCTION; REFER TO SHEETS C3.0 AND E2 (TYP.) r REMOVE AND SALVAGE TANKS (BY OWNER) LNTpp I REED REMOVE AND SALVAGE I SKID -MOUNTED OFFICE ; (BY OWNER) REMOVE ELECTRICAL SERVICE LINES WITHIN LIMITS AS REWIRED -FOR CONSTRUCTION; REFER T'0 SHEETS G3.D AND E2 (TYP.) E ALL PAVEMENT WITHIN THE OF DISTURBANCE (TYP.) `SAWICUT PAVEMENT ALONG LIMITS OF DISTURBANCE (TYP.) B-03 INSTALL STRAW BALES (OR SILT FENCE) S7B ALONG DOWNHILL EDGE OF PAVEMENT TO ACT AS SEDIMENT BARRIER WHEN UPSTREAM AREAS ARE DENUDED (TYP.) "LIMIT OF DISTURBANCE 7�C ' UTILIZE EXISTING PAVEMENT AS CONSTRUCTION ENTRANCE I I. FR 090N MEASURES SHALL BE INSTALLED AS THE FIRST STEP IN LAND DISTURBANCE AND REMAIN IN PLACE UNTIL ALL UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED OR ARE REPLACED BY OTHER MEASURES. 2, EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS (MS-1 THROUGH MS-19) SHALL BE FOLLOWED AT ALL TIMES. 3. ALL CONSTRUCTION TRAFFIC SHALL ENTER THE SITE USING THE APPROVED CONSTRUCTION ENTRANCE. CONTRACTOR SHALL SWEEP ANY SEDIMENT TRACKED OUTSIDE OF THE CONSTRUCTION UNITS ONTO PARKING LOTS AND DISPOSE OF IN AN APPRDVED MANNER. 4. UTILIZE SEEDING. MULCHING. AND DUST CONTRCL FOR ALL EXPOSED AREAS DURING CONSTRUCTION. REFER M THE LANDSCAPE PLANS FOR PERMANENT STABILIZATION DETAILS S. REMOVE AND DISPOSE OF ALL MATERIALS IN A LAWFUL MANNER. 6. SEE SHEET C4.0 FOR DETAILS. APPROXIMATE LOCATION OF GEOTECHNICAL SORINGL REFER TO 'SUBSURFACE EXPLORATION AND GEOTECHNICAL EVALUATION - CHARLOTTESVILLE CHEMICAL STORAGE BUILDING' BY DRAPER ADEN ASSOCIATES DATED OCTOBER 4. 2018 FOR ADDITIONAL INFORMATION. EROSION & SEDIMENT CONTROL LEGEND No. TITLE KEY SYMBOL 3.02 CONSTRUCTION ROAD STABILIZATION CE 3.04 STRAW BALE BARRIER 3.3D TOPSOILING 3.32 PERMANENT SEEDING 1 PS PS 3.35 MULCHING A':L MU }--t 3.38 DUST CONTRA DC DC GRAPHICSCALE 1 N FEET I M - IM Draper Aden Associates 114 Avon Slnx R aevu VA RWW%Nc CIUBxMrviv, VA N!Be2 BY q, VAq�hM�.NC 1814$GO'!00 Fvx 4&-PA621a3 �Wrymn PVN.VA Ngnuaxn VA W PR UNO'1de6tI196 ml VTH OF d f E. CAM e®.L IIOLTONy LAa No. B51496 VIRGINIAA&E, PLLC ILLS VISTA PARK DRIVE •+y./• FOREST, VIRGINIA 24551 Etlta PHONE: (434) 3169001c; CITY OF CHARLOTTESVILLE AVO�I CHEMICAL STORAGE BUILDING DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN Full 8cde Vedi®Egn oe qFw 2 I I G� s/ONAL j;/ CHARLOTTESVILLE, VIRGINIA .0 I �+ NO. BY REVIsION9 DATE PRW.Gleosa TNO 11 cxlur 19 TAPER CHANNEL SECT10N AND DEPTH BEYOND THIS POINT TO MATCH EXISTING GRADE. ENSURE POSITIVE DRAINAGE TO EXISTING PAVEMENT AND AWAY FROM BUILDING. 4t 1I / ELECTRICAL LINES SHOWN �� FOR REFERENCE; REFER TO ELECTRICAL SHEET P .! ,4 rr `.� % / bqa 404.7 N.E. LIMITS OF _4p3•g DISTURBANCE arm OUTLINE OF lJ /-EXISTING BUILDING E2 FOR DESIGN (TYP.) 40'' CONCRETE DRAINAGE CHANNEL MIN. IS SLOPE. REFER TO DETAIL THIS SHEET. J y .,-14 , 7 p 4f ftAA09 Ramco / it r �- ' / fONKrLJ w� /L- � —• +YGi�w1 s I / IL 2�91 ))) r CHEMICI FlNISF / TAPER CHANNEL SECTION AND DEPTH BEYOND THIS POINT TO MATCH / EXISTING GRTOADE. ENSURE POSITIVE / DRAINAGE EXISTING PAVEMENT / AND AWAY FROM BUILDING. J D / / [ Sa4.9' M.H. \. J ,••IOAS' \ rJ \ I \ I MIN. 5X SLOPE AWAY FROM BUILDING ` ASPHALT PAVEMENT REPAIR ■ I BETWEEN FACE OF BUILDING AND I LIMITS OF DISTURBANCE: REFER TO I SECTION 1 ON DRAWING Al (TYP,) g' i I ■ I PROPOSED BUILDING I i MIN, 5% SLOPE AWAY \ \ \ PROW BUILDING 70.0' \ \ 5.0' / /f- STORAGE BUILDING FLOOR: 403.17' / / / / / 1p0.0' / 1 SOUTH EAST FACE `/ OOPPENuNTTHH LDIGNIS O WALL / /e-04 REFER TO ARCHITECTURAL FLOOR PLAN FOR PAVEMENT ELEVATIONS AND SWALE ACROSS BUILDING FRONT, UNITS OF DISTURBANCE i ELECTRICAL LINES AND EQUIPMENT SHOWN FOR PREFERENCE: REFER TO ELECTRICAL SHEET E2 FOR DESIGN (TYP.) 1 ASPHALT PAVEMENT REPAIR BETWEEN FACE OF BUILDING AND LIMITS OF DISTURBANCE; REFER TO SECTION I ON DRAWING Al (TYP.) FACE Or BUII EXPANSION SLOPE EARTH BANK TO MATCH EXISTING GRADE Aa ' a COMPACTED SUBGRADE 4' 4,000 PSI CONCRETE CONCRETE DRAINAGE CHANNEL (NOT TO SCALE) DETAIL GENERAL LEGEND PROPOSED UNITS OF DISTURBANCE 5' CONTOUR ----------0^ V CONTOUR ---------- CONCRETE CHANNEL I�`2� I -_-.,- ASPHALT PAVEMENT BUILDING SOIL BORINC GRAPHIC SCALE I IN FEHT 1 1 nrh. I.N. Draper Aden Associates 110 AwnNIn.I - Chrkllrsrar.YA08NQ dla. yr N�o,f�rI11 Y.pA NJI-YJ6diW For 4]41 ,.5 �rpmnmac w, v.pr�n.vu� WPR TWO. 1�wlwm �yTB °r Os�cLN e°LmNa Mc. No. O5t4P5 i/i%/ o� `,z�v G `93�DNAL VIRGINIAABE, PLLC , f115VISTA PARK ORNE Tl in/a FOREST, VIRGINIA 24551 r y ` PHONE:(434)3f6$001 A & E CITY OF CHARLOTTESVILLE AVON CHEMICAL STORAGE BUILDING CHARLOTTESVILLE, VIRGINIA 1 +' SITE PLAN FML Scala Ve,Mcatlon ° a F('. I! °eA'°"" C3.0 PavJEcrno, ,Np$o OATH. 1TMAY 10 NO. BY REVI&ON8 GATE