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Home My WebLink AboutARB202000082 Plan - Submittal (First) 2020-12-18W W 0 Q C9 e g GANDER DRIVE CHARLOTTESVILLE, VA 22901 � a-nn w 4 LI O by Creek O • Foundation P e na.i L 810 Commanweaith ED 0 O' ' Fasmam C' ® o 05 9a,r.eks rn� I mil r_f t Pen Park i ABBREVIATIONS AL. ALUMINUM EA. EACH G.C. GENERAL CONTRACTOR CIA. OVERALL SPK. SPEAKER A.F.F. ABOVE FINISHED FLOOR ELEC. ELECTRICAL GWB. GYPSUM WALL BOARD OD. OUTSIDE DIAMETER SQ. SQUARE EL. ELEVATION OPNG. OPENING SST. STAINLESS STEEL BD. BOARD EMER. EMERGENCY HC. HOLLOW CORE OPP. OPPOSITE STL.. STEEL BLDG BUILDING EQUIP. EQUIPMENT HC. HANDICAPPED O.C. ON CENTER STOR. STORAGE BLKG BLOCKING EQ. EQUAL HM. HOLLOW METAL SUPP. SUPPLIER BRIG BEARING EXH. EXHAUST HORIZ. HORIZONTAL P.L. PLASTIC LAMINATE SUSP. SUSPENDED EXIST. EXISTING PLAM. PLASTIC LAMINATE CAB. CABINET EXP. EXPANSION D. INSIDE DIAMETER PR. PAIR TEL. TELEPHONE CLG. CEILING EXT. EXTERIOR INST. INSTALLER PT. PAINT TEN. TENANT OWNER FRANCHISEE CMU. CONCRETE MASONRY UNIT E.J. EXPANSION JOINT INSUL. INSULATION P.T. PRESSURE TREATED TYP. TYPICAL COL. COLUMN INT. INTERIOR PWD. PLYWOOD CON. CONTRACTOR FA. FIRE ALARM T.C.C. TENANTS CABINET CONTRACTOR CONC. CONCRETE FD. FLOOR DRAIN JT. JOINT QT. QUARRY TILE T.E.C. TENANT'S ELECTRICAL CONTRACTOR CONET. CONSTRUCTION FE. FIRE EXTINGUISHER T.G.C. TENANTS GENERAL CONTRACTOR CONT. CONTINUOUS OR CONTINUE FIN. FINISHED) LAM. LAMINATE RA. RETURN AIR CPT. CARPET(ED) FUR. FLOOR(ING)) LAV. LAVATORY RE. REFERENCE / REFER TO U.O.N. UNLESS OTHERWISE NOTED CTR. COUNTER FOC. FACE OF CONCRETE LL. LANDLORD RD. ROOF DRAIN CT. CERAMIC TILE FOE FACE OF FINISH MATL. MATERIAL IREFRIGERATOR VCT. VINYL COMPOSITION TILE C.J. CONTROL JOINT FOM. FACE OF MASONRY MAX. MAXIMUM REINF. REINFORCE (D) (ING) VERT. VERTICAL C.O. CASED OPENING FOS. FACE OF STUD MDF MEDIUM DENSITY FIBER BOARD REQMTS. REQUIREMENTS VT. VINYL TILE FRP. FIBERGLASS REINFORCED PANEL .. MECH. MECHANICAL REQ. REQUIRED V.I.F. VERIFY IN FIELD DIA. DIAMETER FTG. FOOTING MFG. MANUFACTURER RES. RESILIENT DIM. DIMENSION FT. FOOT OR FEET MIN. MINIMUM I ROUGH OPENING WC. WATER CLOSET DISP. DISPENSER FURR. FURRED (ING) MIR. MIRROR WD. WOOD DIV. DIVISION F.R. FIRE RESISTANT is Mo. MISCELLANEOUS SCH. SCHEDULE WWF WELDED WIRE FABRIC DR. DOOR M MASONRY OPENING SC. SOLID CORE W/ WITH IDS. DOWNSPOUT GALV. GALVANIZED T ML. METAL SEC. SECTION W/O WITHOUT DTL. DETAIL GA. GAUGE SHTG. SHEATHING DWG. DRAWING GD. GRADE OR GRADING N.I.C. NOT IN CONTRACT SH. SHELF DWR. DRAWER GL. GLASS NOM. NOMINAL SIM. SIMILAR GYP. GYPSUM NITS. NOT TO SCALE SPEC. SPECIFICATION DRAWING SYMBOL KEY D# O DOOR NUMBER # CD FIXTURE/EQUIPMENT TAG (SEE DOOR SCHEDULE) (SEE FIXTURE AND EQUIPMENT SCHEDULE) STOREFRONT TAG O KEY NOTE (SEE STOREFRONT OPENING SCHEDULE) X-# FINISH TAG REVISION TAG (SEE PROJECT TRACKING) (SEE FINISH SCHEDULE) REVISION CLOUD (DENOTES ITEM ON DRAWING AFFECTEDD BYBY REVISION JJ J 10 (ITEM DENOTED) ELEVATION (ELEVATION OF ITEM) MARK DETAIL # # DETAIL TAG SHEET # DETAIL # # WALL SECTION TAG # SHEET # SHEET # DETAIL # BUILDING SECTION TAGS #_�FLEVATION- #ELEVATION# SHEET» DETAIL# <#" )� # INTERIOR ELEVATION TAGS SHEET # GENERAL NOTES I 1. THESE NOTES SHALL APPLY UNLESS OTHERWISE INDICATED BY DRAWINGS OR SPECIFICATIONS. 2. ALL WORK INCLUDING CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, & ELECTRICAL SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, & LOCAL CODE REQUIREMENTS, AND IN ACCORDANCE WITH ACCEPTED CONSTRUCTION INDUSTRY STANDARDS. 3. OWNER SHALL OBTAIN & PAY FOR BUILDING &SIGN PERMITS. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL OTHER APPLICABLE PERMITS, INSPECTIONS AND APPROVALS. 4. PRIOR TO TURNING BUILDING OVER TO OWNER, REPAIR/REPLACE ALL MATERIALS, GLASS, OR ASSEMBLIES DAMAGED OR BROKEN DURING CONSTRUCTION. 5. SMOKE DETECTORS SHALL BE HARDWIRED INTO AN AC ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACK-UP. SMOKE DETECTORS SHALL BE TESTED FOR COMPLIANCE UPON COMPLETION OF WORK. 6. SEAL ALL PENETRATIONS THRU FLOOR DECK. ALSO REFER TO STRUCTURAL PENETRATION PLAN THRU SLAB/PRECAST PLANK FLOORING FOR LOCATIONS 7. FRAMER SHALL PROVIDE IN -WALL BLOCKING AS REQUIRED AT TOILET ACCESSORIES, CABINETS, COUNTERTOPS & ALL AREAS w/ WALL HUNG ITEMS OR AS ALSO CALLED OUT IN THESE DOCUMENTS. 8. FRAMER SHALL PROVIDE 2k_ FIRE BLOCKING @ ALL CONCEALED SPACES OF ALL STUD WALLS @ CEILING LEVEL AND @ 10' INTERVALS AND/OR AS OTHERWISE REQUIRED BY CODE. 9. PROVIDE KNOX-BOX IN ACCORDANCE W/ FIRE DEPARTMENT REQUIREMENTS. 10. PROVIDE SEALANT AT ALL CONCRETE SLAB TO BUILDING JOINTS. 11. DIMENSIONS NOTED ON PLANS ARE TO THE OUTSIDE FACE OF WD. STUD FRAMING UNLESS NOTED OTHERWISE. DRAWING INDEX AREA SUMMARY CS-1 COVER SHEET CIVIL CHANGING/BREAK/LOCKER = 137 S.F. (REFER TO CIVIL INDEX ON SHEET C1.0) ARCHITECTURAL > A-1 LOWER FLOOR PLAN j > A-2 UPPER FLOOR PLAN A-3a EXTERIOR ELEVATIONS A-3b EXTERIOR ELEVATIONS A-3.1 TOWER DETAILS A-3.2 ROOF PLAN / TOWER SECTIONS & DETAILS A-4 BUILDING SECTIONS A-4.1 WALL SECTIONS AND DETAILS A-5 WALL SECTIONS LUBE PIT 1,748 S.F. A-6 DOOR - SF SCHEDULES AND DETAILS - A-6.1 DOOR - SF DETAILS . . A-7 DETAILS AND INTERIOR ELEVATIONS A-7.1 INTERIOR ELEVATIONS A-8 REFLECTED CEILING PLANS LOWER LEVEL AREA DIAGRAM A-9 PIT OPENING DETAILS A-10 DUMPSTER ENCLOSURE LOWER LEVEL: 1,885 S.F. GROSS* (INSIDE FACE OF EXTERIOR WALLS) A-10a SIGNAGE INFORMATION LOWER LEVEL: 1,225 S.F. NET (OCCUPIABLE SPACE MINUS EQUIPMENT) A-11 LIFE SAFETY PLANS *GROSS AREA = FIRE AREA PP-1 PLACARD PLACEMENT INFO NOTE: PER #### IBC SECTION 903.2.9 GROUP SA AN AUTOMATIC STRUCTURAL SPRINKLER SYSTEM IS NOT REQUIRED BASED ON THIS BUILDING NOT MEETING ANY OF THESE CONDITIONAL REQUIREMENTS (1 THRU 5).. ALSO, S-1 FOUNDATION PLAN PER SECTION 903.2.9.1 REPAIR GARAGES, A SYSTEM IS NOT REQUIRED S-2 FOUNDATION DETAILS BASED ON ANY OF THESE CONDITIONS. S-3 FLOOR FRAMING PLAN S-3.1 FLOOR PENETRATION PLAN TOOL ROOM/MECHANICAL = 172 S.F. S-4 FLOOR FRAMING DETAILS S-4.1 ALTERNATE FLOOR FRAMING DETAILS S-5 ROOF FRAMING PLAN S-5.1 ROOF FRAMING DETAILS MECHANICAL M-1 MECHANICAL PLANS M-2 MECHANICAL DETAILS PLUMBING P-1 SANITARY PLAN P-2 WATER PLAN P-3 PLUMBING DETAILS PP-4 PROCESS PIPING PLAN SERVICE BAYS = 1,514 S.F. OFFICE/TOILET/WAITING = 205 S.F. ELECTRICAL F-1 POWER PLANS E-2 LIGHTING PLANS UPPER LEVEL AREA DIAGRAM E-3.1 LOW VOLTAGE PLANS UPPER LEVEL: 1,891 S.F. GROSS (INSIDE FACE OF EXTERIOR WALLS) E-3.2 LOW VOLTAGE PLANS UPPER LEVEL: 1,472 S.F. NET (OCCUPIABLE SPACE MINUS EQUIPMENT) E-4 PANEL SCHEDULES *GROSS AREA = FIRE AREA ES-1 ELECTRICAL SITE PLAN ® STORAGE/MECHANICAL = 300 S.F. GROSS/OCCUPANT BUSINESS AREAS = 100 S.F. GROSS/OCCUPANT SPECIAL PHOTOGRAPHIC REQ. PROJECT DATA THE FOLLOWING IS A LIST OF PHOTOGRAPHS THAT SHALL BE TAKEN BY THE CODE: 2015 VIRGINIA CONSTRUCTION CODE GENERAL CONTRACTOR DURING THE COURSE OF CONSTRUCTION. THESE 2015 VIRGINIA STATEWIDE FIRE PREVENTION CODE PHOTOS SHALL BE TAKEN AT APPROPRIATE INTERVALS AND SHALL BE DELIVERED 2009 ACCESSIBLE AND USABLE BUILDINGS/FACILITIES (ICC A117.1) TO VIOC CONSTRUCTION REPRESENTATIVES ON A WEEKLY BASIS AND SHALL BE 2015 VIRGINIA ENERGY CONSERVATION CODE TRANSMITTED ELECTRONICALLY VIA E-MAIL. THE PURPOSE OF THESE 2015 VIRGINIA MECHANICAL CODE PHOTOGRAPHS IS TO DOCUMENT CONSTRUCTION, DISTRIBUTION AND/OR 2015 VIRGINIA PLUMBING CODE REVIEW OF SUCH PHOTOS TO/BY THE OWNER SHALL NOT IN ANY WAY BE 2015 FUEL GAS CODE MISCONSTRUED AS ACCEPTANCE OF COMPLETED WORK AND DOES NOT 2015 VIRGINIA CONSTRUCTION CODE (NFPA 70) RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO COMPLY FULLY WITH THE REQUIREMENTS SET FORTH IN THE CONTRACT DOCUMENTS. FAILURE TO TAKE THESE PHOTOGRAPHS OR FOLLOW THESE PROCEDURES MAY RESULT IN OCCUPANCY CLASSIFICATION: S-1 STORAGE REMOVAL OF IN -PLACE WORK, PHOTOGRAPHIC DOCUMENTATION, AND CONSTRUCTION TYPE: V-B REPLACEMENT OF WORK AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR BUILDING ALLOWABLE AREA: 9,000 S.F. AND 1 STORY ABOVE GRADE MAX. WITHOUT DETRIMENTALLY IMPACTING THE SCHEDULED DATE FOR COMPLETION. TOTAL GROSS BUILDING AREA: 3,776 S.F. (LOWER + UPPER) ACTUAL BUILDING AREA: 4,154 S.F. -1 STORY (EXTERIOR F.O. BUILDING) GENERAL WEEKLY PHOTOS • OVERALL SITE PHOTOS FROM SEVERAL CONSISTENT VANTAGE POINT STORIES/HEIGHT: ONE STORY w/ LOWER LEVEL (LUBE PIT) • PHOTOS IN EACH ROOM FROM OPPOSITE SIDES OF EACH ROOM t22'-7" TOP OF MAIN RIDGE and t28'-11" TOP OF TOWER • DETAILED PHOTOS OF ISSUES TO BE RESOLVED • DETAILED PHOTOS OF WORK ACCOMPLISHED IN THE PAST WEEK FLOOR LOADING: 100 PSF + H15-44 ASHTO TRUCK LOADING OF 6,000 LBS. FRONT AXLE & 24,000 LBS REAR AXLE W-0" APART SPECIFIC DETAIL PHOTOS • SITE UTILITIES PRIOR TO BACKFILLING • ALL DOUBLE CLEANOUTS INCLUDING AREA SHOTS TO INDICATED LOCATIONS OCCUPANT LOAD LOWER LEVEL: • ALL TRENCHES DURING THE BACKFILL PROCESS LUBE PIT (STORAGE/MECHANICAL): 1,748 S.F. / 300 (GROSS) = 5.8 • ALL ASPHALT BASE, BASE COURSE, AND TOP COURSE THICKNESS CHANGING/BREAK/LOCKER (BUSINESS): 137 S.F./ 100 (GROSS) = 1.4 • ALL PAVING, FOUNDATION, AND SLAB POURS JUST PRIOR TO CONCRETE PLACEMENT * LOWER LEVEL TOTAL OCCUPANT LOAD: 1,885 S.F. (GROSS) = 7.2 occ. • PAVING, FOUNDATION, AND SLAB STEEL PLACEMENT IN VARIOUS LOCATIONS AROUND THE BUILDING • UNDER SLAB WATERPROOFING & VAPOR BARRIER INSTALLATIONS OCCUPANT LOAD UPPER LEVEL: • FOUNDATION WATERPROOFING FROM FOOTING TO TOP OF HOLLOW CORE SERVICE BAYS (STORAGE/MECHANICAL): 1,514 S.F. PLANKS. • LIGHT POLE BASES PRIOR TO CONCRETE PLACEMENT INCLUDING STEEL AND +TOOL RM./MECH. (STORAGE/MECHANICAL): 172 S.F.. BOLTS 1,686 S.F. / 300 (GROSS) = 5.6 • UNDERGROUND PLUMBING INSIDE THE BUILDING OFFICE/TOILET/WAITING (BUSINESS): 205 S.F. / 100 (GROSS) = 2.1 • SUMP(S) IN PLACE PRIOR TO BACKFILL INCLUDING CONNECTIONS * UPPER LEVEL TOTAL OCCUPANT LOAD: 1,891 S.F. (GROSS) = 7.7 occ. • BACK FILL PROCESS FOR SUMP(S) • GLASS INSTALLATION DETAILS AT ALL STAGES INCLUDING A. FLASHING UNDER SILL RECEPTOR B. SILL RECEPTOR IN PLACE * BUILDING TOTAL OCCUPANT LOAD: 3,776 S.F. (GROSS) = 15 occ. C. END DAMS SEALED ON SILL RECEPTOR D. LAPS (IF REQUIRED) IN SILL RECEPTOR E. SHIMS, UNDER SILL F. HEAD PROJECT DIRECTORY PRIOR OSHAMBEET OCKINSAPS • ALL WALLS PRIOR TO SHEETROCK INSTALLATION SHOWING ALL BLOCKING, PLUMBING, STRUCTURAL CONNECTS AT BOTTOM AND TOP PLATES, WALL OWNER'S REP. ARCHITECT CIVIL ENGINEER ANCHORS, ELECTRICAL CONDUIT, AND INSULATION AT A MINIMUM. Valvoline Instant Oil Change CESO Inc. Dayton CESO Inc. - Dayton • RESTROOM PRIOR TO FINISHES TO SHOW WALLBOARD AND TILE BACKER. Rigby Rigby Road 3601 R by Road Jason Hunt 3601 Rigig JasJas ig • PAINT BUCKETS INDICATING MANUFACTURER AND PAINT TYPE SHOWN ON Valvoline Way Suite Suite 00 JOB SITE. Lexington, KY 40509 Miamisburg, OH 45342 Miamisburg, OH 45342 Bus: (859) 3S7-7188 Bus: (937) 435-8584 Bus: (937) 435-8584 Fax (888) 208-4826 Fax (888) 208-4826 OWNER'S P.M. STRUCTURAL ENGINEER MEP ENGINEERS Valvoline Instant Oil Change SMBH Structural Engineering WHS Engineering John Culley Mike Sugrue 2012 West 25th St. 100 Valvoline Way 1166 Dublin Road Suite 200 Suite 200 Lexington, KY 40509 Columbus, OR 43215 Cleveland, OH 44113 Bus:(859) 221-8641 Bus:(614) 481-9800 Bus: (216) 227-8505 Fax, (866)268-7511 Din (614) 643-5584 Fax:(216) 633-7888 LANDSCAPE ARCHITECT LUBE EQUIP. SUPPLIER Yellow Springs Design Alemite Roger Beal 7845 Little Ave. 616 Xenia Ave. Charlotte, NC 28226 Yellow Springs, OH 45387 Bus: (800) 233-0400 Bus: (937) 767-8199 Fax: (704) 542-4650 CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300,1 OH. 45342 PHONE: (937) 4358584 FAX: (888) 208<826 0 0l m o (O N 0 0 I- w (n X F- X Lu Lu d O N N LLI Z Lu Q J = J U> ___J (1) LIJ Q0 U) Z U LU z_ __J > J Q > olf LU 0 Q 2020 CESO, INC Z Scale AS NOTED Drawn CESO Checked ELM Date 06.30.201i Drawing Title COVER SHEET Drawing No. CS-1 Ar AM .-. � VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT JASONHUNT PHONE: (859) 357-7188 EMAIL: JASON.HUNT@VALVOLINE.COM r-A In I K Ir-r, M. 3601 RIGBY RD. SUITE 300 MIAMISBURG, OH 45342 CONTACT: KELLY SCHWIETERMAN PHONE: (937) 401-3413 EMAIL: SCHWIETERMAN@CESOINC.COM .K.��ula�l�• • . � VALVOLINE INSTANT OIL CHANGE 100 VALVOLINE WAY LEXINGTON, KY 40509 CONTACT.,JOHN CULLEY PHONE: (859) 221-8641 EMAIL: JOHN.CULLEY@VALVOLINE.COM ARCHITECT: CESO, INC. 175 MONTROSE W. AVE SUITE 400 AKRON, OH 44321 CONTACT: HEATH MINYARD PHONE (479) 321-3225 EMAIL: MINYARD@CESOINC.COM GOVERNING AGENCIES AND UTILITY COMPANIES VARIOUS UTILITIES THAT DO WORK WITHIN VARIOUS PARTS OF THE CITY/COUNTY ARE LISTED BELOW AS AN INITIAL AID TO THE ENGINEER. PLEASE VERIFY LOCAL UTILITIES IN THE VICINITY OF THE SITE AND INCLUDE THEIR CONTACT INFORMATION ON THE PLANS ACCORDING TO THE FOLLOWING FORMAT: SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 WATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 STORMWATER: ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 PHONE: (434) 977-4511 ZONING: ALBEMARLE COUNTY ZONING 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 PHONE: (434) 296-5832 PROPERTY DATA: PARCEL OWNER: TM: PARCEL ID: ADDRESS: PROPERTY AREA: ZONING: ADDITIONAL ZONING OVERLAYS: EXISTING USE: PROPOSED USE: FLOODPLAIN: DISTANCE FROM PROPOSED INGRESS/EGRESS TO NEAREST STREET INTERSERCTION BUILDING SETBACKSIREQUIREMENTS GAS SERVICE: CHARLOTTESVILLE GAS CONTACT: IRENE PETERSON EMERGENCY: (434) 970-3812 ELECTRIC: DOMINION VIRGINIA POWER CONTACT: KELVIN PARKER EMERGENCY: (434) 972-6738 COMMUNICATIONS: EMBARQ/CENTURYLINK CUSTOMER SERVICE: (434) 974-6928 FIRST GOLD LEAF AND TRUST 45-111 C 04500-00-00-111 CO GANDER DRIVE CHARLOTTESVILLE, VA 22901 49,546.90 SQ. FT. (1.14 AC.) HIGHWAY COMMERCIAL (HC) ENTRANCE CORRIDOR DISTRICT AIRPORT IMPACT AREA UNDEVELOPED VACANT LOT MOTOR VEHICLE SERVICE AND MAINTENANCE ENTIRE SITE IS IN ZONE X - AREA OF MINIMAL FLOOD HAZARD FEMA MAP NUMBER: 51003CO279D, EFFECTIVE 02-04-2005 APPROXIMATELY 418 FT. ALONG GANDER DR. CENTERLINE FRONT (MINIMUM)*: 10' FROM THE R.O.W. OR THE 89.80, EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE R.O.W. FRONT (MAXIMUM)*: NONE, ON ANY LOT, INCLUDING A CORNER LOT, ABUTTING A PRINCIPAL ARTERIAL HIGHWAY OR INTERSTATE SIDE: NONE 51.53' - 123.78' BACK: NONE 82.50' *FRONT SETBACK APPLIES FOR BOTH ROUTE 29 AND GANDER DRIVE MAXIMUM BUILDING HEIGHT: 65' 28.9' MAXIMUM SQ FT COMMERCIAL USE: 22,533.90 SF (LEASE AREA) BUILDING AREA: 3,776 SF GROSS PROPOSED LAND COVER BUILDING FOOTPRINT: 2080 SF (0.05 AC) (4%) IMPERVIOUS: 22,696 SF (0.52 AC) (46%) OPEN SPACE: 24,771 SF (0.57 AC) (50%) PARKING SETBACKS/REQUIREMENTS FRONT: 10, 14' SIDE: 0' 27.7' - 22' REAR: 0' 31.6' STALL DIMENSIONS: 10, X 18, 10, X 18, PARKING CALCULATION: TOTAL PARKING SPACES: 12* 12 ADA PARKING SPACES: 1 1 *AUTOMOBILE SERVICE STATION: ONE SPACE PER EACH EMPLOYEE PLUS TWO SPACES PER EACH SERVICE STALL # EMPLOYEES: 6 # SERVICE STALLS: 3 (1 * 6 EMPLOYEES) + (2 * 3 SERVICE STALLS) = 12 PARKING STALLS CITY OF CHARLOTTESVILLE RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA PRIVATE SITE IMPROVEMENT PLANS FOR VALVOLINE INSTANT OIL CHANGE CHARLOTTESVILLE, VA 22901 SIGNATURE BLOCK DEVELOPMENT PLANNER DATE DEVELOPMENT ENGINEER DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE ALBEMARLE FIRE RESCUE DATE ARCHITECTURAL REVIEW BOARD DATE ALBEMARLE BUILDING OFFICIAL DATE VIRGINIA DEPT OF TRANSPORTATION DATE - PROJECT/LEASE AREA MARCH 2O20 SHEET LIST TABLE CIVIL DESCRIPTION C1.0 TITLE C2.0 EX. CONDITIONS & DEMOLITION PLAN C3.0 SITE PLAN C4.0 GRADING PLAN C5.0 EXISTING DRAINAGE C5.1 PROPOSED DRAINAGE PLAN C5.2 STORM SEWER PROFILE C5.3 DRAINAGE DETAILS C5.4 DRAINAGE DETAILS C6.0 UTILITY PLAN C6.1 UTILITY PLAN DETAILS C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C8.0 PHOTOMETRIC PLAN L1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN L2.0 IRRIGATION PLAN TOTAL NUMBER OF SHEETS: 17 TM 45-111A FIRST GOLD LEAF LAND TRUST WENDELL WOOD, TRUSTEE ZONING: HC PARCEL ID: 04500-00-00-11100 USE:VACANT F- TM 45-11A PLANTERS BANK & TRUST COMPANY OF VIRGINIA ZONING: HC PARCEL ID: 04500-00-00-11 1A0 USE:BANK I� TM 45-111 C FIRST GOLD LEAF IJAND TRUST ZONING:` C PARCEL ID: 04500-10-00-111C0 U.S. ROUTE 29 SEMINOLE TRAIL VARIABLE WIDTH RIW ABUTTING PARCEL MAP 1"=100' ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TM 45-110C FIRST GOLD LEAF LAND TRUST ZONING: HC PARCEL ID: 04500-00-00-11000 USE: SHOPPING CENTER t 1 TM 45-110 PTAP INVESTMENTS LLC & APTAP INVESTMENTS LLC ZONING: HC PARCEL ID:04500-00-00-11000 USE: SHOPPING CENTER O 2020 Microsoft Corporation O 2020 DigitalGlobe OCNES (2020) Distribution Airbus DS VIRGINIA 301167M0141211 CHARLOTTESVILLE RICHMOND LOCATION MAP NO SCALE Lands Q Schewel Furniture Company Rivanna Plaza Q ® Dunkin uudgei Car Rental Q Anytime Fitness O c ©Atlantic Union Ban1 l Goodwill Store and Donation Center.- Safelite AuloGiass VICINITY MAP NTS Classics Gymnastics Center PHASE I (SDP2006-61) OVERALL PARKING PHASE I BLDG SUMMARY CHANGE REVISED BLDG SUMMARY RETAIL USE (S.F.) 1025 -10250 0 BANK USE (S.F.) 3090 3090 FOOD USE (S.F.) 5000 5000 0 OFFICE USE (S.F.) 65650 -15250 50400 GROSS FLOOR (S.F.) 83990 53490 GROSS LEASABLE AREA (80%) (S.F.) 67192 42792 REQUIRED PARKING STALLS PER 1000 S.F. 4.75 5.00 REQUIRED PARKING STALLS 320 204 VIOC REQUIRED PARKING STALLS 12 TOTAL REQUIRED PARKING STALLS 320 216 PARKING STALLS PROVIDED 322 (7 HC) -5* 317 (6 HC) * 15 PARKING STALLS REMOVED AND 10 PARKING SPOTS ADDED FOR A NET CHANGE OF (-5) STALLS FROM APPROVED SITE PLAN SDP2006-61 SURVEY PROVIDED BY: U.S. SURVEYOR 4929 RIVERWIND POINTE DRIVE EVANSVILLE, IN 47715 CONTACT: MICHAEL FELDBUSCH PHONE: 1-(800)-867-8783 EXT. 208 M F ELD B U S C H@ U S S U R V EYO R. C O M CESO PROVIDES NO GUARANTEE TO THE ACCURACY OF THE SURVEY PROVIDED BY U.S. SURVEYOR. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION. BENCHMARK ELEVATION* DESCRIPTION BM #1 459.30' NW CORNER OF PARCEL B BM #2 456.52' SE CORNER OF PARCEL B *VERTICAL DATUM: NAVD88 ** SOURCE OF TOPOGRAPHY: U.S. SURVEYOR WNW-r; t CAR E FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. I CESO rrr.ssss��e.es■ N N N O N o 0 d 0 c W - cn w � W C Z of) g �: S a W w W F of Of g z z O N o z O O N N LU CD > Z Q LU = J UJ J U) O l� Z W Q Z = LU U Z_ LU J 0 Q w 0 Z a 2020 CESO, INC ELT ZACHARY DAVID -rr"706/16/2020 Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title TITLE Drawing No. C1.0 45 INV=455.51' °,sS / P.O.B. � / P.O.C. q / 'ORrMF LEASE SpNq<T � l 7 0 TBM#1 \ FOUND 1/2"REBARW 5 OAK L/NC LNCAP / VIRGIN14 ELEC D ,e P . 0. B . 6 PWYERESMT S = 6 ' e4.4 LEASE OB3925 3j7 a1„ ^ 47g N/F /\ PGS52 "CPP f h. 1�3 W PLANTERS BANK & TRUST ^' COMPANY OF VIRGINIA 6g4 ¢ AK BK 4659. PG 32 / \ 6 \\ S I PARCEL#04500-00-00-111A0 ohs/ / / L LE ERV/CE \ \ `sy 1S O 513, " OR�YESMT / i \ \ \ '.39• ) �. 4332 / \ Q / PGS2B4 4 2\ \ \ M / / CITY \ \ ESV/LLEE��f Q \ oa.,7/i N I VACANT / J 4 q CENTRAL TELE CO ESMT 99' _ / ��/ \ NO BUILDINGS AT �.(, ii 993919 \ \ \ TIME OF SURVEY / / 47 PGS699 LEASE 4' 1 7 4' \ 2$533.90 Sq. Feet / 2 0.52 Acres LAT,38°05'27"N LONG: 78.28'05" W \ Q 0000. 2 / 1 h FOUND 1/2"REBA WY/ L/NCOL7C4P / \ TOC 3.15 / TOC=456.95 4 `ss\ / INV=441 .75' 2 :s ,OLZLS9ni CV c \ Vj A / s ? \ 7 /rO CIV/I/J\� C/TYOF HARZES\/L` \ oL / Toc=456.64' h 2 \/ / I / II I \ ALBRLE \ \ INV=446.69' SSWYR SMT \ \ 150 1z 7 OUND 1/2"REBARWY/ 5" AK I I 97 v \ G L/NCOLNCAP /�! - UNK E T\\ N ' / MU TREE 2000 02" H L' OVA '-KUy f \ LINE BEARING DISTANCE L1 R N 30'32'19" E 18.56' L1044rov PGS32 \ L2(M) L3 R N 30'35'40" E N 24'44'19" E 18.55' 15.37' t'gR1 OR,q 1&4 L4 M N 24'42'36" E 15,41' L 7�gGf W10T 3q0 f4s N p� f43NT 6 o \ N II 20 0 20 40 GRAPHIC SCALE (IN FEET) FOUND 1/2"REB4RWY/ i ininni ni nnn OB 4332 PGS264 DEMOLITION PLAN GENERAL NOTES: LEGEND 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE LOCAL JURISDICTION, AND ALL UTILITY PROVIDERS EXISTING FEATURES LEGEND / LOCATED ON -SITE AND IN THE RIGHT OF WAY. APPLIES TO ALL CIVIL SHEETS \ 2. CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK PER LOCAL PROJECT SPECIFICATIONS. R/W RIGHT OF WAY LINE \ 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL STATE/LOCAL ONE CALL AND CONTACT ALL UTILITY - - - - PARCEL LINE COMPANIES TO SCHEDULE UTILITY SERVICE REMOVAL AND/OR ABANDONMENT. ALL UTILITIES SHALL BE / REMOVED AND/OR RELOCATED PER THE SPECIFICATIONS OF THE UTILITY COMPANIES. THE CONTRACTOR SUBJECT PROPERTY BOUNDARY LINE / IS RESPONSIBLE TO PAY ALL FEES AND CHARGES ASSOCIATED WITH THIS WORK. - - EASEMENT LINE \ 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES - = CURB SHALL BE IN ACCORDANCE WITH STATE DEPARTMENT OF TRANSPORTATION REGULATIONS. EDGE OF PAVEMENT / 5. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL AND DISPOSAL, IN A LOCATION EDGE OF WALK M / APPROVED BY THE GOVERNING AUTHORITIES, OF ALL STRUCTURES, PADS, WALLS, FOUNDATIONS, ^' DRAINAGE STRUCTURES, UTILITIES, ETC, SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PAVEMENT MARKINGS PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL AS SPECIFIED IN THE STU STORM SEWER GEOTECHNICAL REPORT. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR a / \ DEMOLITION AND DISPOSAL. SAN SANITARY SEWER tip W WATER LINE 2 / 6. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL \� \ TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL G GAS LINE ��) \ AREAS WHERE FALL PROTECTION IS REQUIRED. OHE OVHD ELECTRIC LINE 7. CONTRACTOR MAY LIMIT SAW -CUT AND PAVEMENT REMOVAL TO THOSE AREAS WHERE IT IS REQUIRED AS UGE UGND ELECTRIC LINE / / \ SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, ETC., THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND UGT UGND TELECOMM LINE REPAIR. MAJOR CONTOUR h oA,8. SAW -CUT AND REMOVE TO FULL DEPTH AT ALL PAVEMENT/SIDEWALK LIMITS OR TO EXISTING JOINTS. MINOR CONTOUR rVv E 8' 16 GUARDRAIL 49 (� ^j �? 9. CONTRACTOR SHALL MAINTAIN A WELL -DRAINED SITE, FREE OF STANDING WATER DURING CONSTRUCTION. ? g CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DRAINAGE MEASURES DURING CONSTRUCTION. NO BUILD AREA 10. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO 20" WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 5 � MONUMENT FOUND clrp CLEAN OUT 11. EXTENT OF DEMOLITION WORK IS NOT LIMITED TO WHAT IS SHOWN TO BE DEMOLISHED ON THIS PLAN. ® MAG NAIL FOUND ®D STORM DRAIN MANHOLE DEMOLITION WORK MUST BE COMPLETE SO THE PROPOSED STRUCTURES AND APPURTENANCES CAN BE Q� BENCHMARK D SEWER MANHOLE CONSTRUCTED. ►wi WATER VALVE l7 TELEPHONE BOX 12. ALL POTENTIALLY HAZARDOUS/TOXIC MATERIALS MUST BE REMOVED FROM THE SITE PRIOR TO O WATER METER Q TELEPHONE MANHOLE DEMOLITION, AND PER DIRECTION OF THE ENVIRONMENTAL ENGINEER. p HYDRANT c TELECOMMUNICATIONS PEDESTAL \ 2 as \ 13. FEDERAL, STATE AND LOCAL CODE REQUIREMENTS SHALL CONTROL THE DISPOSAL OF DEBRIS RESULTING o� FIRE DEPARTMENT s FROM THE REMOVAL OPERATION. CONNECTION \ 14. ALL MATERIALS AND STRUCTURES DESIGNATED AS "TO BE REMOVED" SHALL BE DISPOSED OF OFF SITE VAR/ABLEGY/OTH, AND AT THE COST OF THE CONTRACTOR. EASEMENT DB3577PG 65/ 15. DEAD SEWER CONNECTIONS OR MAINS BEING REMOVED SHALL BE REMOVED TO THE RIGHT-OF-WAY (UNLESS PLANS OR UTILITY OWNER SPECIFY OTHERWISE) AND SEALED AND MADE WATERTIGHT. PROPOSED 16. ALL TRENCHES, HOLES AND PITS RESULTING FROM THE REMOVAL AND ABANDONMENT OF ANY STRUCTURE OR OBSTRUCTION SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE GEOTECHNICAL REMOVE AND DISPOSE OF EXISTING PAVEMENT, / REPORT. SIDEWALK, AND BASE MATERIALS NF /FIRST GOLD LEAF LAND TRUST 17. THE CONTRACTOR SHALL STRIP AND REMOVE (OR STOCKPILE) ALL TOPSOIL PRIOR TO COMMENCING WITH WENDELL W WOOD, TRUSTEE ANY EXCAVATION OR DEMOLITION. REMOVE AND DISPOSE OF EXISTING CURB BK 4659. PG 32 i PARCEL#04500-00-00-11100 m = I = = I • LIMITS OF DISTURBANCE rvr�;�•»r�i�c>7cr� 20.00 \ � II II 2 FROM S�TEPLAN/ O CODED NOTES: 7p 1. STRIP GROUND COVER AND TOPSOIL, AS NECESSARY. 46Sg. T19` \ \ 2. PROTECT EXISTING CURB TO REMAIN. 3. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. 30' \ 4. PROTECT EXISTING UTILITY LINES TO REMAIN. / \ 5. PARKING SPACE TO REMAIN. 6. EXISTING SIDEWALK / \ \ 7. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON -SITE. SEE LANDSCAPE PLAN FOR DETAILS. r \ S 6S SO 36 ^ \ \ \ \ \ 160 \ \ \ 90'PRIV,47Z7ACCESS \ \ EASEMENT \ D94659PG22 \ \ ga,ail .com b I CARE/ FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO N N N O N 0 d o 0 N C 0 N E a w' � o w h ZU)Z 0 w Of J W a U) a- w z w of U) Z g �: a w w > w r Fn of Of J w J Q Z z ri ? 0 CO N O z 0 N LLI N Z- aw = J UJ J > O Lu Z <O U Z TQ - 2 wU Z Lu J > 00 > Lu 0 2020 CESO, INC ELT ZACTRARY DAVID •""706/16/2020 Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title EX. CONDITIONS & DEMOLITION PLAN Drawing No, C2.0 J Ty q CENTRAL TELE CO ESIW7' ~ OB39/9 47 PGS 599 , 6 20 0 20 40 GRAPHIC SCALE (IN FEET) FOUND 112"REBARW1 N/RG/N/AELEC d PGYERESMT OB9925 / PGS 52 W N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA B1. K 4659. PG 32 - 30' 1/AR/ABLEkV107HACCES,' EASE1WNT DB9577PG 951 N/F FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE BK 4659. PG 32 PARCEL#04500-00-00-11100 SERU/CEAUTHOR/TYESMT OB 4332 PGS2B4 20.00 41,90"APPRO LAN/ \ b \. Q CODED NOTES: 1. ADA ACCESSIBLE PARKING SPACE WITH SIGNAGE AND PAVEMENT MARKINGS. REFER TO CONSTRUCTION DETAILS. 2. ADA ACCESSIBLE RAMP WITH DETECTIBLE WARNING. REFER TO CONSTRUCTION DETAILS. 3. FLUSH CURB 4. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' 5. PROPOSED PAVEMENT MARKINGS. 6. ASPHALT PAVEMENT, PER CONSTRUCTION DETAILS 7. CONCRETE WALK, PER CONSTRUCTION DETAILS 8. CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT, PER CONSTRUCTION DETAILS. 9. PROPOSED MONUMENT SIGN, PER SIGNAGE PLAN. GENERAL CONTRACTOR TO PROVIDE ENTIRE BASE FOR MONUMENT SIGN. 10. DUMPSTER ENCLOSURE & CONCRETE PAD. REFER TO ARCHITECTURAL PLANS FOR PAVEMENT AND ENCLOSURE DETAILS. 11. LIGHT POLE BASE, PER UTILITY DETAILS. 12. PROPOSED BIKE RACK, PER CONSTRUCTION DETAILS. MGMWith Dig QQQ 13. GENERAL CONTRACTOR TO PROVIDE CONDUIT FOR BELL RINGER. CONDUIT TO BE INSTALLED UNDER CONCRETE SIDEWALK, ADJACENT TO BUILDING, AND STUB OUT OF CONCRETE CURB. REFER TO ARCHITECTURAL PLAN, A3.2, FOR ADDITIONAL INFORMATION. FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL 14. CONDENSING UNIT. REFER TO MECHANICAL PLANS. NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL 15. REDI-ROCK RETAINING WALL OR EQUAL. RETAINING WALL TO HAVE SIMILAR FACADE AS OTHER RETAINING WALLS NEAR PROJECT OTHER AGENCIES WHICH MIGHT HAVE SITE. SEE DETAILS FOR TYPICAL SECTION. SEE GRADING PLAN FOR ELEVATIONS. HEIGHT VARIES (MAXIMUM HEIGHT OF 4.5'.) UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA 16. GUARDRAIL PER VDOT STANDARD DETAIL GR-2. ONE CALL. 17. PROPOSED UTILITY EASEMENT. SEE UTILITY PLAN SITE PLAN GENERAL NOTES: 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, INCLUDING BUT NOT LIMITED TO O.S.H.A. STANDARDS. 2. THE CONTRACTOR SHALL OBTAIN FINAL APPROVALS/PERMITTING AND INSPECTION AS NECESSARY PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR LOCATIONS AND DIMENSIONS OF DUMPSTER ENCLOSURE, BUILDING DIMENSIONS, BUILDING UTILITY ENTRANCE LOCATIONS AND SITE LIGHTING ELECTRICAL LAYOUT. 4. REFER TO CONSTRUCTION DETAILS / GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATIONS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC CONTROL. ALL TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE STATE SUPPLEMENT TO THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION). 6. CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING CONSTRUCTION FENCE, SIGNS, ETC. TO WARN AND KEEP UNAUTHORIZED PEOPLE OFF SITE FOR THE DURATION OF THE PROJECT. 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING JOB SITE SAFETY PER OSHA REQUIREMENTS. AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, CONTRACTOR SHALL PROVIDE SAFETY RAILINGS AT ALL AREAS WHERE FALL PROTECTION IS REQUIRED. 8. ALL SIGNAGE SHALL COMPLY WITH THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL COMPLY WITH THE STATE DOT AND THE STATE SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. a. LANE LINE: 6" WHITE b. PARKING STALLS: 4" WHITE C. STOP LINE: 24" WHITE d. CROSSWALKS: TRANSVERSE LINES WITH DIAGONAL MARKINGS (GAP BETWEEN TRANSVERSE LINES SHALL BE 4') ALL PAINTED WHITE. e. HANDICAPPED STALLS: 4" YELLOW OUTLINE, WITH 4" BLUE INTERIOR AND BLUE HANDICAPPED SYMBOLS 10. BOLLARDS SHALL BE PLACED TO PROTECT GAS METER, ELECTRICAL AND TELEPHONE EQUIPMENT, AND DUMPSTER ENCLOSURE. 11. ALL LIGHT POLES TO BE LOCATED 2' FROM BACK OF CURB AS MEASURED FROM THE FACE OF POLE FOUNDATIONS, UNLESS OTHERWISE NOTED ON PLANS. 12. ANY SIDEWALK, EXISTING CURB, OR PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE REPLACED. 13. PROPOSED CURB TO BE 6" HIGH UNLESS OTHERWISE NOTED. 14. HANDICAP REQUIREMENTS SHOWN ON THE DRAWINGS ARE MINIMUM REQUIREMENTS. DEVELOPMENT SHALL BE IN ACCORDANCE WITH FEDERAL AND LOCAL REQUIREMENTS FOR HANDICAP ACCESSIBILITY, INCLUDING BUT NOT LIMITED TO THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES. 15. PRIOR TO FINAL ACCEPTANCE OF STORE BY OWNER, THE SITE SHALL BE CLEAN OF ALL DEBRIS AND TRASH. 16. ALL CURB RADII TO BE 5', UNLESS OTHERWISE NOTED ON PLAN. 17. KNOX BOX FOR FIRE ACCESS REQUIRED FOR BUILDING. LOCATION TO BE COORDINATED WITH FIRE MARSHAL'S OFFICE. i i r R6.00 16.00 ENLARGED PLAN. ACCESSIBLE PARKING AREA 1"=10' LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING FEATURES LEGEND PROPOSED BUILDING CONCRETE CURB PAVEMENT/WALK CONCRETE CONCRETE PAVEMENT WITH BLACK COLORTOP SEALANT ASPHALT PAVEMENT 0PARKING SPACE COUNT ® DETECTABLE WARNING MAT. rLIGHT POLE o CONCRETE BUMPER BLOCK 21.33 a //Mom=/ CESO N N N O N 0 8 0 0 c N E c � o w rZn y w Of J W a U) � w o w Q of U) Z g �: g 5- w a w > w r Fn Of U) Of w Q Q Z Z ~ u Z O co N o Z r 0 m N N W U> Z LLI = J UJ J C0 OW Z H � �O U Z Q WU Z_ W J > OQ a� >o Z Q C7 2020 CESO, INC ELT ZACHARY DAVID T 1V -`9,106/16/2020 Project No. 757280 scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title SITE PLAN Drawing No. C3.0 C' 458: 7 M tits "h N0 � Al ti �NtU TOC-456.94' p INV N=453.09' INV S=453.03' © _/AK / E4 "SAN TW=451.97 2 HOLLY vj C� ��/ n h 56 " AK r' 41 ,W r Q ^ ^V 00 i6.64' 3.69' 5" OAK 87O/ PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-1 11 CO 49546.9 SQ. FT. e 1.14 AC. 7 c.0 k7Me lj� TBM1l1 "A<r \ FOUND 1/2"REB.4RGY/ 1 5 OAK L/NC LNC,4P F. D 6 cQ S V4 600, 44 "CPP 458.31 " 457.80 h 'o 79,. W N/F PLANTERS BANK & TRUST C3 A 457.88 ^ / COMPANY OF VIRGINIA BK 4659. PG 32 S PAR/CEL#04500-00-00-111AO AS 457.75 14 TC=457.56 5 457.65 S• 76'�S, TC-458.26 BC=457.56 gC-457.76 �� 457.21 11=4J/.U4 7S ) J 5' AK BC=456.54s 39' TC ,! 457.00 TC=456.90 V BC=456.40 R 456.64 "'TC=456.52 y 3 i TC=456.54 Od I I�=4002 II I' TC=456.68 A*RC=dSR u 1 /LI[BC=456.441 BC-I 456.941 VIOL 1 GANDER DRIVE e0C T» A = 2,080 SF; H = 28'-11" B�" FFE=457.04' F L / \/ TC=456 TC=457.09 / BC=456 BC=456.5 c 9 TC=4 TC=456.47 / c BC=4 8C=455.97 TC=456.89 / BC=456.39 � / IV 18 \ BC=456.43 456.35 S r TC=456.83 0 456.57 456 TC=456.93 BC=456.33 BC=455.85 48 BC=456.43 456.45 sq `a^ TC 456.84 TC=456.84 2 MA CIAO TW=456.38 BC 456.34 c BC=456,34 BW=452.00 LY' TC=455.88 I TW=456.13 BC=455.38 NO- 14 455.98 TW=455.88 [A BW=454.57 4 MULTI -TRUNK t, TREE © d� TC=455.35 BC=454.85 TC; 2" HOLLY BC; MULTI -TRUNK TREE 0 d `t.l(�LLY MULTI -TRUNK 2 OLLY TREE 0 \ NO -BUILD AREA `70 _ J I S ss eAs/s 1 H S0 36,.OF eFgRN °7°p ` F / / s S° lg G 19/PTAP INVESTMENTS LLC ET AL 08 �ti1 BK 4659. PG 32 PARCEL#04500-00-00-11000 J0 NE BEARING DISTANCE i_ I (R) N 30'32' 19" E 18.56' L2 M N 30'35'40" E 18.55' L3 R N 24'44' 19" E 15.37' L4 M N 24'42'36" E 1 15, 41' J0 / / / 0 TC=455.56C455.45 TC=459TC=4 I TC=456 9 BC=455.06 I BC=456.94 gC=456.44 BC=456.03 .i CO 1" I TC=456.81 2 TC=456.68 =456.84 ITBC=456.24 BC=456.14 BCC=456.34 'TC=456.84 TC=411A4 SC=456.34 BC=456.14 TC=456.43 TC=455.37 Ll I TC=456.55 TC=456.04 BC=455.93 BC=454.87 BC=456.05 BC=456.04 I 456.84 r TC=455.29 I ST BC=49TC=45 TC=456.55BC6 - - I BC=456.05 455.96 ��Q P� TCI455.36 BC=454.86 TC=456.84 456.12 V BC=456.34 � `nn \ r BC=456.43 ENLARGED PLAN: SOUTH PARKING AREA 1� 1"=10' ti _zv hM' o> a / N 2 / If M z5J 70, ro`W 15RE f "g , .�`Voh p/ �O 20 0 20 40 ' TC=458.94 F 4 (R) M r BC=458.44 A TC=456.98 (M.E.) ��) GRAPHIC SCALE (IN FEET) 3.19 BC=456.48 (M.E.) 7.69' r93 TC=456.77 43 BC=456.27 CODED NOTES: 7.ag1 TC 457.75 1. TRANSITION CURB FROM FLUSH TO FULL HEIGHT IN 10' (UNLESS TAPER BC 457.25 TC=457.00 LENGTH NOTED IN PLAN) .141 G�' 3 BC=456.50 - � q 2. ADA ACCESSIBLE RAMP WITH DETECTABLE WARNING. REFER TO CONSTRUCTION DETAILS 455.89 (M.E.) 3. TRANSITION FROM EXISTING CURB TO BACK OF CURB. SEE DETAIL � � \ THIS SHEET. �` NN 4. TREE PROTECTION. VERIFY LOCATION WITH OWNER'S REPRESENTATIVE ON -SITE. SEE GJ as �b 455.54 (M.E.) 0 LANDSCAPE PLAN FOR DETAILS. EXISTING R56 r' �W 5. EXTEND 15" CPP OUTLET AS REQUIRED TO MAINTAIN DRAINAGE FROM CURB STRUCTURE. CONTRACTOR TO MAINTAIN EXISTING PIPE SLOPE AND 4:) NO SAGS FORM IN OUTLET TC 456.53 TC=455.56 BC=456.03 BC=455.06 aW� TC=455.45 �Q BC=454.95 C5 / N/F TC=455.87 / FIRST GOLD LEAF LAND TI BC=455.37 WENDELL W WOOD, TRUS BK 4659. PG 32 Ik 454.78 (M.E.) �FDJ& PARCEL#04500-00-00-1 =455.37 =454.87 0 �7 TC=455.78 N BC=455.28 r 3 454.42 (M.E.) ,N TC=455.36 '0 BC=454.86 �j / I/FROMAPPROVEO S/TEPLAN/ T7\/A ENLARGED PLAN: NORTH PARKING AREA & TRASH ENCLOSURE 1"=10' JV.IVI I 14 ' I 3 I i.44 I I I LEGEND REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS BUILDING 320 MAJOR CONTOUR 322 MINOR CONTOUR STM STORM SEWER Coo CLEAN OUT p DOWNSPOUT CONNECTION MANHOLE CURB INLET CATCH BASIN Fx-xx-x-x-k FINISHED GRADE ELEVATION =`XXxXX TOP OF CURB ELEV. BC=XXX.XX BOTTOM OF CURB ELEV. SW- TOP OF SIDEWALK ELEVATION TW=XXX.XX TOP OF RETAINING WALL ELEVATION BW=XXX.XX k BOTTOM OF RETAINING WALL ELEVATION EXPOSE BACK OF CURB 6" (M.E.) MATCH EXISTING ELEVATION WASHED GRAVEL TC TOP OF CURB 1 (SEE LANDSCAPE PLAN) BC BOTTOM OF CURB ill III-11i �� -„i-I xXX% _ SLOPE ARROW A GRADE BREAK PROPOSED CURB JSTING CURB TO PROPOSED CURB TRANSITION N.T.S. GRADING PLAN NOTES: 1. ONLY VIRGIN MATERIALS SHALL BE USED UNLESS APPROVED IN WRITING BY A VALVOLINE INSTANT OIL CHANGE REPRESENTATIVE. 2. ALL SITE WORK, MATERIALS OF CONSTRUCTION, AND CONSTRUCTION METHODS SHALL COMPLY WITH LOCAL MUNICIPALITY, LOCAL COUNTY, AND STATE DEPARTMENT OF TRANSPORTATION MATERIAL AND CONSTRUCTION SPECIFICATIONS. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND ELEVATIONS OF ALL UTILITIES, INCLUDING SERVICES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE STATE ONE CALL SYSTEM AT LEAST THREE (3) WORKING DAYS BEFORE START OF WORK AND VERIFY ALL EXISTING UTILITY LOCATIONS. 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. 5. THE CONTRACTOR SHALL COMPACT PIPE BACKFILL IN MAX. 6" LOOSE LIFTS TO 95%OF THE MAXIMUM DRY DENSITY PER ASTM D1557, ACCORDING TO THE PIPE BEDDING DETAILS. TRENCH BOTTOM SHALL BE STABLE IN HIGH GROUNDWATER AREAS. A PIPE FOUNDATION SHALL BE USED IN AREAS OF ROCK EXCAVATION. 6. CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS, ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS TO BUILDING(CANOPY STUB -OUTS, INCLUDING ROORFOOTING DRAIN CONNECTIONS TO ROOF LEADERS AND TO STORM DRAINAGE SYSTEM. 7. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING. 8. MANHOLE RIMS AND STORM INLET GRATES SHALL BE SET TO ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE FRAMES AND COVERS, STORM INLET GRATES, VALVE BOXES, ETC., TO BE RAISED OR LOWERED, TO PROPOSED FINISHED GRADE, FLUSH WITH THE ADJACENT GRADE. 9. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE ENGINEER OR CONSTRUCTION MANAGER, AFTER SUBGRADE IS ROUGH GRADED. 10. ALL EXISTING TOPOGRAPHICAL FEATURES (SPOT ELEVATIONS, CONTOURS, INVERTS, ETC.) CAN HAVE A TOLERANCE DIFFERENCE OF 6"4 DEPENDING ON FIELD CONDITIONS AT THE TIME OF THE FIELD SURVEY. CONTRACTOR TO VERIFY ALL EXISTING TOPOGRAPHICAL FEATURES PRIOR TO CONSTRUCTION, AND ADVISE OWNER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL RESTORE ANY STRUCTURE, PIPE, UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS, ETC. DISTURBED DURING CONSTRUCTION TO THE ORIGINAL CONDITION OR BETTER. 12. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MATERIALS AND STRUCTURES TO THE CONSTRUCTION MANAGER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 13. THE CONTRACTOR SHALL PRESERVE EXISTING VEGETATION WHERE POSSIBLE AND/OR AS NOTED ON DRAWINGS. REFER TO EROSION AND SEDIMENTATION PLAN FOR LIMIT OF DISTURBANCE AND NOTES. 14. THE CONTRACTOR SHALL COMPACT FILL UNDER ALL PARKING, BUILDING, AND DRIVE AREAS AS DIRECTED BY THE GEOTECHNICAL REPORT AND/OR GEOTECHNICAL ENGINEER. 15. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER. 16. THE CONTRACTOR SHALL BE ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THAT IT SHALL BE RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON SITE AND THE IMPORTATION OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB. 17. ALL EXCAVATION AND GRADING CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. 18. SITE GRADING SHALL BE PERFORMED TO PROVIDE POSITIVE DRAINAGE TO STORM INLETS AND TO PRECLUDE THE PONDING OF WATER ON SITE. 19. VERIFY REQUIRED SPOT ELEVATIONSIGRADING IN THE VICINITY OF THE BUILDINGS WITH THE ARCHITECTURAL PLANS. 20. ALL ACCESSIBLE PARKING SPACES TO HAVE A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. 21. ALL SIDEWALKS, PATIO AREAS, AND ACCESSIBLE ROUTES TO THE BUILDING ARE TO HAVE A MAXIMUM CROSS SLOPE OF 2%AND A MAXIMUM LONGITUDINAL SLOPE OF 5%, UNLESS IN AN APPROVED ADA RAMP. 22. CONTRACTOR TO FIELD VERIFY PROPOSED AND EXISTING GRADES, SLOPES, ETC., FOR PROPOSED ACCESSIBLE PARKING AREAS, RAMPS, ETC., WITH ARCHITECT, PRIOR TO CONSTRUCTION. 23. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE TAKEN FROM FIELD OBSERVATION, UTILITY MAPS, ETC., AND ARE NOT ASSUMED TO BE ACCURATE. PRIOR TO ANY CONSTRUCTION ACTIVITIES, CONTRACTOR TO DIG TEST PITS AT ALL PROPOSED UTILITY CROSSINGS, TO VERIFY LOCATION, DEPTH, SIZE, ETC. OF EXISTING UNDERGROUND UTILITIES, AND CONFIRM NEW UTILITY LINES CAN BE INSTALLED AS PROPOSED. ADVISE VALVOLINE CONSTRUCTION MANAGER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. Dig nth QQQ FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. CESO I ■WW.eeeeloe.ee■ ON! N O N N d o o N c 0 N E w' c � o w O1 rZZn d G� f w Of z J W a rn a w z w zLU Q U) z g �: g 5- w a w > w r of JOf w J Q z z L ? 0 CO N 6 z r O N LLI z- aw = J U� J O Lu Z U Z Q _ wU z Lu J> Q >w 0 Q 2020 CESO, INC ��LTHp'' 4 ��. I ZACHARY DAVID -rr"706/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title GRADING PLAN Drawing No, C4.0 r $ M9 1l1 / FOUND 1/2"REB.4RGY/ / 5 OAK L/NC LN04P F C / r % S 444,19 � \ /\ 5"CP` 3j.>' & PLANTERS ANTERSB N TRUST VIRGINIA GIN / l BK 4659. PG 32 c S I PARCEL#04500-00-00-111A0 qSo ly 30 ( ) /+ / + +/ + + +� +7 S s / ss. + + + ( + + + + Y + + \ + + + + / \ \ SgO 5" TR + + + + + �I + + + + ��tiw tiny ^N�� / /+�/ /+ + + + + \ + + + + + + \ �+ X �p ONW Q y, / ro / I + + + + + + / + + + 4 + + + + �+ �+ / J �W q / 94 + ++ + += / I/(l/\I / �// /+ I + + + + +� +_+ +� + + + + + + +/ + I + + + + �N / / \ v5 2 • o + + + + + + + TOC=456.94' / + + + + + + + + + + + + + ,�Q• INV N=453.09' / / \+ /+ + + + + + / + �{ + + \- + + + + + + DRAINAGE AREA E1 + 3 / / AREA = 0.230 AC ` / / + + + DRAINAGE AREA E2 + 1+ + + IMPERV = 31% /�//' / + + AREA = 0.330 AC -I- + + + C = 0.49 ••' ©" AK / I +- + + + IMPEC = 0.30 + + Tv \ V/ + + + + + + + ' + + + + �\ 4� c� + + + + + + + -+�+ + + 4�\ + + + + �j2 C+06L` OL�L39t �- + + G ++ + + +\ + �+ + + + + U aaS/ + + + - `\ D /j 3.69 .OAK 77., h� $J. f3 I I I I \ MULTI- UNK\�\\` \\N / /// TREE \\\\\\ \\o�\02" HOL 02" H LY \MUL TREE UNK �2" HOLLY / h 4" OAK \\\ �\ MULTIREEUNK O sseons F \ I I I y9s\� 1 Spa „ 1G gSO2 PARCEL BN/F \_�1/' I B W ' FIRST GOLD LEAF LAND TRUST / / PTAP INVESTMENTS LLC ET AL 06' BK 865. PG 165 ` BK 4659. PG 32 PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.9 1.14 ACC. FT. 7 �- INV S=453.03 - v NE BEARING DISTANCE 11(R) N 30.32'19" E 18.56' L2 M N 30.35'40" E 18.55' L3 R N 24'44'19" E 15.37' L4 M N 24-42.36" E 15.41' N� 3 RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. FT.) (ACRES) (C) GLENELG LOAM LAWNS 6,909 0,159 0,30 HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 3,098 0.071 0.90 E1 TOTAL AREA 10,007 0.230 COMPOSITE C 0.49 GLENELG LOAM LAWNS 14,382 0.330 0.30 HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 0 0.000 0.90 E2 TOTAL AREA 14,382 0.330 COMPOSITE C 0.30 L LEGEND ....., . ..... REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS DRAINAGE BOUNDARY FLOW ARROW CESO ■WW.eeeelme.ee■ ro`?h01 e? C"N o 0 0 g p°�/ _O� 20 0 20 40 4g () A� 40 GRAPHIC SCALE (IN FEET) N/F FIRST GOLD LEAF LAND TRUE WENDELL W WOOD, TRUSTEE D BK 4659. PG 32 PARCEL#04500-00-00-1 1 1C CESO' 0*0 EXISTING DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT:VALVOLINEINSTANTOILCHANGE- CHARLOTTESVILLE VA 10-Yr Drainage Total Area 2-Yr Rainfall Composite Runoff Runoff Description T� Rainfall Area (Acres) Intensity Runoff Coeff Q (2 Yr) Q (10 Yr) Intensity E1 Overland runoff to Gander Drive 0.23 5.00 5.04 6.54 0.49 0.57 0.74 E2 Overland runoff to existing BMP facilities 0.33 5.00 5.04 6.54 0.30 0.50 0.65 *Mininum Tc of 5.0 minutes ** i = B/ (Tc + D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 a 116160 m �%\ , 1 0- CARE FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N c 0 N E w' Lu o w h rn d of w Of J W a U) � w o w z uwi Z g �: w a w > w r of J w J Q Z z L z 0 PD N o z r 0 N W N z - aw = J U� o� � H z <o z Q wU _J> OE _J > w 0 z Q c� 2020 CESO, INC h �ALTII ZACRARY DAVID -`9. 6/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title EXISTING DRAINAGE Drawing No, C5.0 LEGEND / I¢ / / DRAINAGE AREA 5 AREA = 0.179 AC IMPERV =92% C = 0.85 w .. y^/ CQ' Az TOC=456.94' INV N=453.09' / `- INV S=453.03' Q / / l /. Q AK v DRAINAGE AREA E2 AREA = 0.057 AC / IMPERV=B% "SAI�f C = 0.35 / 2 A& /LY ?� FOUND 1/2"REBARGY/ L/NC�OYN04P 5 \ �65. ; \'�, 1 F I91j w 1 1 S I S S* is 41 N/F PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 RCEL#04500-00-00-1 1 1AO qSp 7SS,30� gipjFI 1 / /�\ /9/� Q LI c 456 441 455 h Q/ // I I I \ MUL TREE UNK\�\ DRAINAGE AREA HOL *5�� 7� AREA = 0.143 AC ,�5 0 IMPERV = 8 5 0�p� A /\MUL } TREE UNK + / h 4" OAK \\\ �� MULTI -TRUNK TREE <i°G I I III °rye /�/�//�� - J�ada S sss s/s of361, \ I I 1 150 '36 19S / PARCEL B A7 0? \ 9 FIRST GOLD N/F F LAND TRUST J // PTAP INVEBK STMENTS LPG 32 ET AS LEAF08 'M) BK 865. PG 165 C PARCEL#04500-00-00-1 11 CO PARCEL#04500-00-00-11000 49546.9 1.14 ARC. c/off f LINE BEARING DISTANCE cro0 // / \ , 7 \ Li R N 30-32'19" E 18.56' L2 M N 30'35'40" E \ 1.' L3 R N 24'44' 19" E 15.3737' 2 =s' DRAINAGE AREA 4 AREA = 0.042 AC IMPERV = 93% C = 0.85 w a L L4 M N 24'42'36" E 15.41' RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SO. FT.) (ACRES) (C) + + + + + + GLENELG LOAM LAWNS 376 0.008 HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 4,037 0.093 E1 TOTAL AREA 4,413 0.101 COMPOSITE C 0.85* + + + + + + GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 2,259 0.052 0.30 IMPERVIOUS AREA PAVED AND ROOF AREAS 204 0.005 0.90 E2 TOTAL AREA 2,463 0.057 COMPOSITE C 0.35 + + + + + + GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 147 0.003 IMPERVIOUS AREA PAVED AND ROOF AREAS 6,091 0.140 2 TOTAL AREA 6,238 0.143 COMPOSITE C 0.85* STORM SEWER NOTES: / 1. ALL STORM SEWER PIPES SHALL BE MANUFACTURED WITH INTEGRAL BELL AND SPIGOT JOINTS INCLUDING / A GASKET, SO AS TO PROVIDE A WATERTIGHT SEAL. / 2. ALL STORM SEWER PIPES LESS THAN 12" DIAMETER SHALL BE PVC SDR 35 WATERTIGHT PIPE / CONFORMING TO ASTM SPECIFICATION D3034, UNLESS DENOTED OTHERWISE ON PLANS. a / 3. CONNECTIONS TO STRUCTURES SHALL BE MADE WATERTIGHT WITH NOWSHRINKIING AND N / NON -CORROSIVE GROUT. \\� / 4. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: REINFORCED CONCRETE PIPE (RCP)(PER ASTM C-76 CLASS IV) POLYVINYL CHLORIDE (PVC SDR 35) HIGH DENSITY POLYETHYLENE PIPE (HOPE) 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO S � INVERT OUT 6 / J TR /0 F 4 6. CONCRETE COLLARS ARE TO BE INSTALLED AROUND ALL STORM STRUCTURES. / 20 0 20 ao 7. ALL MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE Y ABOVE FINISH GRADE. 8. ALL DOWNSPOUT DRAINS ARE TO HAVE A 1.00%MINIMUM SLOPE UNLESS OTHERWISE NOTED. � GRAPHIC SCALE (IN FEET) 9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. oCODED NOTES: 10. ANY EXISTING ARE DAMAGED / 1. 4" SUMP PUMP DISCHARGE PIPE IF STRUCTURES TO REMAIN 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. 2. 6" SADDLE CONNECTION OR VVYE 3. 6" DOWNSPOUT PIPE DRAINAGE AREA E1 AREA = 0.101 AC IMPERV = 91 % / C = 0.85 / N/F /FIRST GOLD LEAF LAND TRUS WENDELL W WOOD, TRUSTEE BK 4659. PG 32 1 PARCEL#04500-00-00-1110 STORM SEWER STRUCTURE SCHEDULE NO. STRUCTURE GRATE INVERT FLARED END SECTION 1 VDOT ES-1 W/ CLASS 450.71 (15" RCP) NE Al RIPRAP (EC-1) DROP INLET 451.25 (15" RCP) NE 2 VDOT DI-1 454.66 451.90 (6" PVC) NW 451.15 (15" RCP) SW 3 CURB DROP INLET 455.06 451.42 (15" RCP) SW VDOT DI-2A 451.51 (15" RCP) N CURB DROP INLET 451.94 (15" RCP) NW 4 VDOT DI-2A WI 456.20 453.20 (4" PVC) SW INLET SHAPING (IS-1) 451.84 (15" RCP) S 5 DROP INLET 455.58 453.25 (4" PVC) S VDOT DIA 452.33 (15" RCP) SE SUMP PUMP MANHOLE 6 (SEE PLUMBING SHEETS 457.06 453.98 (4" PVC) N P-1 & P-3) SUMP PUMP MANHOLE 7 (SEE PLUMBING SHEETS 456.91 453.31(4" PVC) NE P-1 & P-3) STORM WATER COMPLIANCE EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED DRAINAGE BOUNDARY 320 MAJOR CONTOUR 322 MINOR CONTOUR CESO STM STORM SEWER ��.ei��e.s�■ UD 4" PERFORATED UNDER DRAIN coo CLEAN OUT N N N p DOWNSPOUT CONNECTION o rc". o 00 MANHOLE CURB DROP INLET DROP INLET '\/�► FLOW ARROW THIS DEVELOPEMNT MEETS STORMWATER REQUIREMENTS FOR QUALITY AND QUANTITY THROUGH APPROVED WPO 201300002 BIOFILTER AND VSMP AMENDMENT #1 TO WPO 200600050. APPROVED IMPERVIOUS COVER: 20,875 SF PROPOSED IMPERVIOUS COVER: 20,875 SF MS-19 ANALYSIS PERFORMED AT DOWNSTREAM OUTFALLS TO ENSURE NO NEGATIVE IMPACTS FROM LAND DISTURBING ACTIVITIES AND THAT FACILITIES ARE ADEQUATE FOR PROPOSED DISCHARGES. (REFER TO WPO PLAN FOR EROSION AND SEDIMENT CONTROL SHEETS) CIES0`/ EXIST VS PROPOSED DRAINAGE OVERLAND RUNOFF - (2 & 10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA 2 -Yr Rainfall 10-Yr Drainage Total Area Composite Post Runoff Pre Runoff Post Runoff Pre Runoff Description T, Intensity Rainfall Area (Acres) Runoff Coeff Q (2 Yr) Q (2 Yr) Q (10 Yr) Q (30 Yr) I (in/hr) Intensity El Overland runoff to Gander Drive 0.10 5.00 5.10 6.54 0.49 0.25 0.57 0.32 0.74 E2 Overland runoff to existing EMIR facilities 0.06 5.00 5.10 6.54 0.30 0.09 0.50 0.11 0.65 *Minimum Tc of 5.0 minutes ** i = B / (Tc + D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 STORM SEWER PIPE TABLE PIPE RUN SIZE & TYPE LENGTH SLOPE INV. UP INV. DOWN 5 TO 4 15" RCP 77.1' 0.50% 452.33 451.94 4 TO 3 15" RCP 66.1' 0.50% 451.84 451.51 3 TO 2 15" RCP 32.9' 0.50% 451.25 451.42 2 TO 15" RCP 44.0' 1.00% 451.15 450.71 RUNOFF COEFFICIENT (C) SUMMARY RUNOFF DRAINAGE AREA AREA LEGEND DESCRIPTION COVER COEFF. AREA (SQ. FT.) (ACRES) (C) +T TGLENELG LOAM LAWNS 0 0.000 + + + + + + HYDROLOGIC SOIL GROUP B IMPERVIOUS AREA PAVED AND ROOF AREAS 1,610 0.037 3 TOTALAREA 1,610 0.037 COMPOSITE C 0.85* GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 139 0.003 IMPERVIOUS AREA PAVED AND ROOF AREAS 1,717 0.039 4 TOTALAREA 1,856 0.042 COMPOSITE C 0.85* GLENELG LOAM HYDROLOGIC SOIL GROUP B LAWNS 594 0.014 IMPERVIOUS AREA PAVED AND ROOF AREAS 7,216 0.166 5 TOTAL AREA 7,810 0.179 COMPOSITE C 0.85* CESO'f* PROPOSED STORM SEWER TO BMP - PROPOSED SITE PROJECT: VALVOLINE INSTANT OIL CHANGE - DEVELOPMENT (10-YR STORM) CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL DRAIN CA FROM COEF. TIME FALL Q Q TO POINT "A" POINT INCRE- ACCUM- MIN- ACRES C IN./HR. C.F.S. C.F.S. MENTAL ULATED UTES 5 4 0.18 0.85 0.15 0.15 5.00 6.54 1.00 1.00 4 3 0.04 0.85 0.04 0.19 5.44 6.40 1.20 1.20 3 2 0.04 1 0.85 0.03 0.22 1 5.80 1 6.29 1 1.38 1.38 2 1 0.14 1 0.85 0.12 0.34 1 5.97 1 6.24 1 2.23 1 2.13 *Mininum Tc of 5.0 minutes ** i = B / (Tc+ D)AE. B, D, E factors according to VDOT Drainage Manual App 6C-2 *C = 0.85 FOR COMMERCIAL DEVELOPMENTS, PER VDOT DRAINAGE MANUAL a 116160 m �%\ r- I I* i CARE FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N c 0 .G N � o W '° V) y of LU Of J W o U) a- w z w ofLu Q U) z g � W Q_ Lu > W �U)of 0) J W r_ J Q LU z 3: L z o CO N o z O rn N LLJ N z- aw = J U� J o� Z Z Q _ wU � > > Q > LLI 0 /Q V 2020 CESO, INC h�LTx ZACRARY DAVID -`9. 6/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title PROPOSED DRAINAGE PLAN Drawing No, C5.1 470 a4effil Effi1] 455 450 445 --1N STA. 0+77.08 STA.1+43.16 STA.0+00.00 Tv 2 RIM =456.20 15' IN .=4 1.42 (SM DROP INLET 15" INV. = 451.94 (NW) 15" INV. = 451.51 IN) - VDOT DI-1 4" INV. = 453.25 S ' - RIM = 454.66 15" INV. = 452.33 (SE) 15- 84 (Sr- (STING GRADE PROPOSED GRADE INV_ VD E -1 W LA 1 RIPRAP (EC-1) - - - 15" I V. = 450.71 (NE) 77.1'-15"STM @ 0.50°h 661X--15" STM @ 0.50% °h 32.9'-15" STM @ 0.50PROPOSE 44.0'-15" STM @ 1.00% ST. GAS LINE. A-5- WATER SERVICE CONTRACTORTO AND xa W� d vv xa W� vv xa W� vv xa xa W� W,. vv vv xa WN vv xa Wiy - vv xa W� to 1r) p vv xa W� t[J vv t[J W w a x cr w -0+25 1 11 1+00 STORM SEWER PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT, r 11 rmll �@, 0.11 455 M0 445 B(I wa 2+50 C E S O � STORM SEWER DESIGN COMPUTATIONS - PROPOSED SITE DEVELOPMENT (10-YR STORM) PROJECT: VALVOLINE INSTANT OIL CHANGE - CHARLOTTESVILLE, VA AREA RUN-OFF INLET RAIN RUN-OFF TOTAL CAPA- FLOW TIME DRAIN CA INVERT ELEVATIONS LENGTH SLOPE DIA. VEL. FROM COEF. TIME FALL Q Q CITY MINUTES TO POINT "A" REMARKS POINT INCRE- ACCUM- MIN- UPPER LOWER INCRE- ACCUM- ACRES C IN./HR. C.F.S. C.F.S. FT FT/FT IN, C.F.S F.P.S. MENTAL ULATED UTES END END MENTAL ULATED (1) (2) (3) (4) IS) (6) (7) (8) (9) (10) (11) (12) (13) (14) (1S) (16) (17) (18) 5 4 0.179 0.85 0.15 OAS 5.00 6.54 1.00 1.00 453.07 452.69 77.1 0.0050 15 4.57 2.94 0.44 5.44 4 3 0.042 0.85 0.04 0.19 5.44 6.40 1.20 1.20 451.84 451.S1 66.1 0.0050 15 4.57 3.08 0.36 S.80 3 2 0.037 0.85 0.03 0.22 5.80 6.29 1.38 1.38 451.42 451.25 32.9 0.0050 15 4.57 3.24 0.17 5.97 2 1 0.143 0.85 0.12 0.34 5.97 6.24 2.13 2.13 451.15 450.71 44.0 0.0100 15 6.46 3.64 0.20 6.17 a $110,60 m �a\ r- 1 0" I CARE FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. 41*lp- CESO rrr.ssssl�e.es■ r W W � w Z rn a W W W J W Q Z E z 0 r N N LLJ U> Z aw = J UJ JC0 Ow z <O U)< Z = wU Z Lu J > Ow _� ary >w 0 z Q c� 2020 CESO, INC ELT ZACHARY DAVID -`9. 6/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title STORM SEWER PROFILE Drawing No, C5.2 2016 ROAD & BRIDGE STANDARDS DI-1 '/2 SECTION CAST IRON -+- I/z SECTION STEEL NOTES 2`7 LUGS TO BE CAST WITH p-3'1/" L 2%2" x 2'/i' x'/4° 1. DEPTH OF INLET (H) TO BE SHOWN ON a COLLAR i 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE STANDARD DI-1A B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF N F CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE N _ F IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE I APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS - - BRACE RIBS 43.6 LEIS CONNECTORS 3 LBS I TO COLLAR SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE Nz LUGS (CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE Nz i WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS 9/ 2 7 9'/T INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" I/i' x 1%i' x 4"J I %i' x 4" STRUCTURE. PLAN LUGS I 12' 9'/2" UD HEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) i---1 OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL • OF BE SHAPED CMORTARTURE HTOL WTHHCEMENT PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE COLLAR DETAIL Ii" MIN RAISED LETTERING STRURNISHING AND UPLACING ALL MATERIALS CTURE. THE COST OF F INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A IN -PLACE. 4'-2" HARDWARE CLOTH 2 6 1'-3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE I 2'-7" I I PLACED IN ALL AREAS ADJACENT iJ 4" DEPTH R #68, #78 OR TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU DOWELS #8 x 6" WIDTH OF A 2"X4" NOTCH MAY BE PROVIDED. . as gaTA N SEE STANDARD T-DI-3, 4 FOR a o. a a fS3.1 ALTERNATE DESIGN. WEEP HOLE Zz Zz EE NO7EE8 e. 3" DIAMETER WEEP HOLE WITH 12"X72" PLASTIC HARDWARE CLOTH '1 MESH 22 53 OR 24" M WIRE DIAMETER O.D3", NUMBER 4 MESH WI GA IAMETE D STEEL WIRER 4M E12"-15"-16" HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. CAST IN PLACE CONCRETE IS BE T CLASS A3 (3000 PSI). PRECAST ' CONCRETE IS TO BE 4000 PSI. SECTION A -A 1'/z" P'I_I� �I_Ii" �I� 2" �` '� �` 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. SEE DETAIL!B DEPTH T�F`ITT' MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE APPROXIMATE WEIGHT CAST IRON GRATE 363 ± 18 LBS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ALL DI 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE IF �'I 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERING MAY MAY VARY BY MANUFACTURER. ADDITIONAL FOOTDOFEDEPTH. GRATE DETAIL �VDOT STANDARD DROP INLET STANDARD SPECIFICATION ROAD AND BRIDGE STANDARDS 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS DI-2A. 2B. 2C EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT EA r5" CSCA-CARS I-�G FACE OF CURB FLOW I CRACK CONTROL JOIN I 3,_0„ 2,_0„ 8" 2,_2„ 8, L)• c 6' MIN. 3'-6" W MIN. 10, MAX. PLAN VIEW 1a MAX. La A GALVANIZED MC 6 X 12rl I L I I 3" DIAMETER B B WEEP HOLE I SEE NOTE 8 0 FRONT ELEVATION DI-2A DI-2B L - J = I I 1 I I I FF �W I I - -I FOR USE ON GRADES DI-2C I-L�I _J I _J I r - FLOW I FLOW I FOR USE IN SAGS BOTH SIDES TO BE SYMMETRICAL XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.03 E is tV T d a o BARS A-1 o w m o iQ'rZ`Z W i i BARS o.o w BARS B I W � 10"CC- Z BARSI � E-0, > BARS E a 6" C-C BARS B-1 a 6" C- SECTION C-C &DECREASE TO 1" WHEN INLET IS USED WITH MEDIANS. WARPED GUTTER APPROACH GUTTER GALV. 8'-8" GALV. MC6 BARS A-1 a 10" C-C BARS B a 10" C-C BARS C o 8-1 c-c BARS A a BARS C-C La E SECTION B-B COLLAR " I 1'-4" 2'-0" - I� 1L 2'/,'X2'/i'X'G" - OF D CCH of E GALV. MC6X72 D SECTION D-D CE WELD 1' 9" BEFORE GALV. GALV. W/zELD ALL MCBX12 I -- X 4" STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E o4 X2'/i'x'/�" raE X12W Y-2" DD 7" i SEE NOTE 8 BENT PLATES J� ;ALvANIGLU BARS A SLOPE OF 1 a 0" C-C 1O SURFACER w I '/ X4" STUD BARS C .4 SMEAR CONN. la 8" C-C 5 WELDED TO ANG IRON a 2' C-C I WARPED TYPE A SURFACE TYPE B •' STEPS NOSE DETAILS ,. SEE NOTE 5 3" TYPE A NOSE DETAIL SMALL 8E USED WITH CG-7 STANDARD. 7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BET ON AN ANGLE SUD SECTION A -A SHEAR CONNECTORSWELDDCTOR13ENTI PL �EXAT 2TC-C. FOR STEP DETAILS SEE STD. ST-1. STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12" - 24" PIPE) MAXIMUM DEPTH (H) - 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS T-DI-1 STANDARD DI-1 FRAME a GRATE #4 BARS o 4" C-C TOP 04 DIAGONAL BAR IIIIIIIIIIIIIIIIIIIIIIIIIIII a ALL CORNERS Illlllllllllllllllllllllllll ALL 4'-10" DIAMETER DI-1, 1A PC 2016 ROAD & BRIDGE STANDARDS ALTERNATE TOP X 1000�00��0��00� o 110�00000��00�� I I IN a l i i 0��000�0�00�� j jX I I- r h 4_1_1 E it RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE I CORR. META. 12" 2'-6" 2'-5" 15" 2'-9 4" 2-_8„ 18" 3'-0 2" 2'-11" 21" 3'-3 4" 3'-2" 24" 3'-7" 3'-5" :fff•� • Y. B" DOWELS GROUT NOTES( 1- SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000 PSIMINIMUM. NOTES( 3• REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478, ASTM A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR 0-RING GASKETS OR BUTYL RUBBER. 4. CONCRETE COVER MID GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. 5. SEE STANDARD DI-1, 1A FOR DETAILS OF FRAME AND GRATE. 6- DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS MANUFACTURER. �VooT STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 103.03 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES DI-2A 2B. 2C REINFORCING STEEL TYPE L CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. -)IE No. Lin. Ft. XE No. Lin. Ft. No. Lin. Ft. Lbs. DI-2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6" - - 2'-0" - - - 1'-6" 55 4' 1.95 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-6" 84 6' 2.23 4 3'-2" 5 7'-0" 4 3'-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 1'-6" 119 8' 2.51 4 3'-2" 5 9'-0" 4 3' 6" 11 4'-3' to 4' 6" 5 2'-0" 3 6'-0' 3 1'-6" 154 DI-213 10, 2.79 4 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-0" 3 8'-0' 3 1'-6" 189 12' 3.05 4 3'-2" 5 13'-0" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-0" 3 10'-0" 3 1'-6" 224 14' 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 '-0" 3 12'-0' 3 T-6" 259 16, 3.61 4 3'-2" 5 17'-0" 4 3'-6" 27 4'-3" to 4'-6" 5 2--0" 3 14--0" 3 1'-6" 294 18' 3.89 4 3'-2" 5 19.-0.. 4 3'-6" 31 4'-3" to 4'-6" 5 2'-0" 3 16.-0..3 T-6" 329 20' 4.17 4 3'-2" 5 21'-0" 4 3'-6" 35 W-3" to 4'-6" 5 2'-0" 3 18'-0" 3 V6" 364 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 5 2'-0" 6 2'-l" 6 V-6" 115 8' 2.55 4 3'-2" 5 9'-0" 4 3'-6" 10 4'-3" to 4'-6" 5 2'-0" 6 3'-1" 6 11-611 150 10, 2.82 4 3'-2" 5 11'-0" 4 3'-6" 14 4'-3" to 4'-6" 5 2'-0" 6 4'-1" 6 1.-6.. 185 DI-2C 12' 3.09 4 3'-2" 5 13'-0" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-1" 6 1.-6., 220 14' 1 3.37 4 5 15'-0" 4 N-6" 22 4'-3" to 4'-6" 5 2--0" 6 6'-l" 6 1'-8" 255 18' 3.65 4 '- " 5 17'-0" 4 3'-8" 26 4'-3" to 4'-6" 5 2'-0" 6 7'-V- 6 1'-6" 290 18' 3.93 4 3'-2" 5 19'-0" 4 '- " 30 4'-3" to 4'-6" 5 2'-%" 1 6 1 8'-1" 6 1'-8" 32-9 20' 4.20 4 3'-2" 5 21'-0" 4 3'-6"��t1T344� 4'-3" to 4'-6" 5 2'-0" 8 9'-1" 6 1'-6" 360 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIA+2'-6" WHEN PIPES MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS AR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 RI. ' $" MIN RAISED LETTERING WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL 49DUMP NO WASTE DRAINS TO WATERWAYS MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. I DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" SEE WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. F D F IN THE BID PRICE FOR THE STRUCTURE. 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - 5. OBTAIN TRU QUANTITIES, FOR INLETS OF O THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1„ S. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET k 7 CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45° SETTLEMENT. GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 750 ± 7 LBS CAST IRON iv 8. DRAIN SUBBASE MATERIAL. WEEP HOLD= WITH 19. ALL REINFORCING BARS TO BE#5. 12"X12" PLASTIC HARDWARE CLOTH '/V' MESH OR GALVANIZED STEEL WIRE MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIAMETER 0.03", NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. SPECIFICATION �VDOT REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 24" PIPET MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,04 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHARE TO CONTOUR OF PIPE i i MCA,, 4 9 ° TRANSITION BETWEEN ° PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. �j NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. i SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 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 B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND `BRID�TANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION MC 6) GALV. *4 8„ 04 10" 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LOCATION OF HOLE TO VARY WITH TYPE OF INLET CONSTRUCTED. HOLE MAY BE SHIFTED RIGHT, LEFT OR CENTERED. F� B \1 �____ ST'D. DI-2 COLLAR a GRATE \1. 2'-22 = / �L 2%2" X 2%2" X'/;' GALV. RECOMMENDED MINIMUM HEIGHT CHART PIPE SIZE "H" DIMENSION (CONCRETE PIPE) 12" 4'-B" 15" 4'-111/4" 18" 5'-21/z" 21" 5'-5;'�' 24" 27" 6'-01/�' 30" 6'-6%" 33" 6'-9)(4" 36" 7'-1" 42" 7'-T/z" 48" 8'-2" T-DI-2 - DOWEL THROAT SECTION TO CHAMBER IF CAST SEPERATELY SLOT LENGTH "L„ OR PROVIDE ALTERNATE VDOT VARIES 20'-0" MAX. APPROVED METHOD OF INTERLOCK. NOTES �A B 1, SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIMINIMUM. PLAN 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A, B, C. NIE 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP 7UNIT. 2„ L 2V2' x 2%i' x 1/4" GALV.7 , L 2'/2" x 2'/9" x VA" GALV. .., ..,, .,, , I I STANDARD RISER I I UNIT II y II 2,_0" If APPROACH GUTTER b INDICATES AREA - OF CONCRETE TO BE POURED IN PLACE iv HOLES PROVIDED FOR *4 X 8" DOWELS „ y' SECTION A -A SECTION B-B (CG-6 CURB AND GUTTER) ECIFICATION EFERENCE STANDARD PRECAST TOP UNITS 105 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS I GUTTER INDICATES AREA OF CONCRETE TO iv ro BE POURED IN PLACE HOLES PROVIDED ° FOR #4 X B" DOWELS 8-, 8. B„ ALTERNATE SECTION B-B (FOR USE WITH CG-7 CURB AND GUTTER) XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 103.04 4W CESO ■WW.eeeelme.ee■ O O N CD CD N O O O 0 E a c 0 N 0 J N D_ w W z W Z m W Q Z U) Z Q a- w a w jw U) w Q Z Q ~ Z (i Z O N O z r 0 N N W (D > Z Q W = UJ J J U) 0 W r / > _ O J / L r< VJ T< WU ZW J O Q > W Z V 2020 CESO, INC c4i �` LiLT'ij ZACHARY DAtiID ' "r"T706/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.3 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS END —SECTION 12" — 60" PIPE END ON OUTLET END -SECTIONS IT END ON INLET END -SECTION X _ _ X CONC RETE — m RETE TO BE L _ _ — — JJJ ONC PSI MINIMUM PLAN \ E73MILei C�:O:� END VIEW END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4,-0" 2'-0" 15" W. 2,-3" 1'-9" 4'-0" 2,-6" 18" 9„ 2,-3" 1'-9" 4,-0" 3'-0" 21" 9 „ 2'-11" 2'-l" 5'-0" 3,-6" 24" 9 " 3'-7" 2,-6" 6'-1" 4,-0" 27" 10 " 4'-0" 2'-l„ W-1" 4,-6" 30" 1'-0.. 4'-6" P-7 6'-1 33" T-11' 4'-101 ' 2'-31 7,-1 36" 1'-3" 5'-3" 2'-1D 8'-1 5'-3" 2'-11" 8'-2" 6'-6" 48" 1 2,-0" 1 6'-0" 1 2'-2" 7'-0" 54„ 2,-3" 5'-5" 2'-91 " 8'-21 „ 7,_6„ 60" 1 2'-11„ 1 5'-0„ 1 3'-3" 8'-3" 8'-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X _ X CONC ETE TO BE - — - — - .w 4000RPSI MINIMUM ----- IL PLAIN END VIEW SECTION X—X END SECTION DIMENSIONS A B C D E 4„ 2'-0" 4'-l" 6'-l" 6" 2'-3" 3'-10" 6'-l„ 2,_6„ 9„ 2'-3" 3'-10" 6'-l" 3'-0" 9" 2'-11" 3'-2„ 6'-1" 3'-6" M 10„3'-7" 2,_B" 6'-3" 4'-0" 10 „4'-0" 2'-1 " W-11" 4,_6"1,-0„4'-6" P-7 " W-1 " 5'-O" T-1 4'-101 " 3,-3 " 8'-1 " 5'-6"1'-3" 5'-3" 2'-10 6'-1 W-0"V_W. 5'-3" 2'-11" 8'-2" 6'-6" 48" 1 2'-0" 6'-0.. 2'-2" 0-2" 7'-0" 54" 1 2'-3" 5'-5" 2'-11" 8'-4" 7'-6" 60" 1 2'-6" 5'-0" 3'-3" 8'-3" 8'-0" — PAY LINE c I— NOTES PIPE LENGTHS SHOWN ON PLANS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. IF THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON THE RIGHT. LENGTHS WILL REDUCED BY THE DIFFERENCE IN DIMENSION "D". SLOPE DETAIL SPECIFICATION `/DOT REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS 302 12" - 60" CONCRETE PIPE CULVERTS REVISION DATE SHEET 1 of 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.01 2016 ROAD & BRIDGE STANDARDS DETAIL 1 SECTION A —A SECTION B-B DETAIL 2 TYPE OF OUTLET PROTECTION MATERIAL MAXIMUM OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" (INCHES) CLASS Al CLASS Al DRY RIPRAP 8 fps 18 CLASS 2 CLASS I DRY RIPRAP 14 fps 24 CLASS I CLASS I DRY RIPRAP 19 fps 36 SECTION A —A EC-1 NOTES( 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS A,I, AND I MATERIALS IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR SPA! FOR BOX, ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. s USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H "y` CULVERT OUTLET PROTECTION ROAD AND STANDARDS BRIDGE STDARDS 245 REVISION DATE SHEET 1 OF 1 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 40 113.01 2016 ROAD & BRIDGE STANDARDS 4W CESO ■WW.eeeeloe.ee■ O O N !J O O O 0 N E 0 0 N J F- LU (n CL W W Z m W Q Z U) Z Q a w a W jW U) W Q Q Z> Z ~ UL Z O h N O Z r TO VJ N (N W CD > Z aW = J UJ J U) OW I-_ ~ Z H < O U) < Z = W U Z W J 0 > W 0 Z a 2020 CESO, INC g;aLT17 ZACHARY DAAtiID "r" "J06/16/2020 Project No. 757280 Scale AS NOTED Drawn NET Checked TJV Date 03.06.20 Drawing Title DRAINAGE DETAILS Drawing No. C5.4 TOC INV Ok' 7 4' oN 4 J W q CENTRAL TELE CO ~ OB3919 Cy PGS699 4 TOC=456.94' JF' INV N=453.09' `- INV S=453.03' FOUND 1/2'REBARGY/ L/NC0LNC,4P TOC=456.95 INV=441 .75' 5" IAJ TOC=456.64' INV=446.69' FOUND 1/2"REBAR DY/ L/NCOLN04P =456.76' Qv =449.91' h 4" OAK / v>rO / �rn Mry h / PARCEL B N/F FIRST GOLD LEAF LAND TRUST BK 865. PG 165 PARCEL#04500-00-00-111CO 49546 9 SQ FT 1.14 AC. VIRG/N/AELEC d PWERESMT OB 3925 / PGS52 1500 ;nAV P.O.B. P.O.C. LEASE T v#f FOUND 1/2"REBL/NCOLNCAP R I 5"A*0RITrF5,4T� f OB 4332 PGS2B4 ? C/TYQF� s qSp Nq<T O ARGY/ P.O.B. S 5Q 6 �4•q4 9 LEASE N/F W PLANTERS BANK & TRUST COMPANY OF VIRGINIA BK 4659. PG 32 FOUND 1/2'REBARGY/ S PARCEL#04500-00-00-111AO qSp LDNCOLNCAP S S•1S 4' , Nq<T S'76, f FOUND 1/2"REBAR S" E 7S 301 DY/L/NCOLN CONTROL CAP F 7S ? ( ) T* ti ft t� V* S / VIOC / O 1D000. / / GANDER DRIVE A = 2,080 SF; H = 28'-11" / N FFE = 457.04' i3.15 3 Ho 2 \ �C/TYOFF'H,4/ \ ALE SS14IR E�SMT B997 747 SAN INV. \ / = 451.54 / Cp D 6.9'-6" SAN @ 2.08% \s1 / 9 �� , _ S3 / 3 m VARI49ZEWIDTNACC1 EASEMENT OB 3577PG 951 12 / N/F 26.0'-6" SAN @ 2.08% / FIRST GOLD LEAF LAND TRUST WENDELL W WOOD, TRUSTEE 1 0 o BK 4659. PG 32 8 PARCEL#04500-00-00-11100 \S2 c B \ >SOD V 10 /�N/AELEC MAGNOL \ MULTI UNK f""�SMT •C� TREE DB 2�" E2" HOLL 2D00 \ 2✓`\ PGSS HOLLY Q \MULTI -TRUNK \ \ \ TREE O O � E) 2" HOLLY \ MULTI -TRUNK 2" LY \ \ TREE \ S 6 eqs/ \ / S°'S OF 6 H F sS•SO 3 H 79S G e " w °? PTAP INVESTMENTS 79 LCET AS °8'(M) BK 4659. 32 PARCEL#04500-00-00-11000 ALBEMARLEDEEDESMT LINE BEARING DISTANCE OB4959 L1 R N 30.32.19" E 18.56' PGS32 L2(M) N 30'35'40" E 18.55' L3 R N 24-44-19" E 15.37' �qR1 ORq/qe(f 4 M N 24'42'36" E 15.41' De eq / �7 134�f �FN / 90.00 O CODED NOTES: p T 1 1. ELECTRIC SERVICE. CONTRACTOR TO COORDINATE WITH POWER COMPANY FOR CONNECTION AND TRANSFORMER LOCATION 2. TELEPHONE SERVICE. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 3. 1.5" WATER SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY AND PROVIDER REQUIREMENTS. CONTRACTOR TO COORDINATE WITH SERVICE PROVIDER FOR CONNECTION. 4. EXISTING 1" WATER METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 5. PROPOSED 1" IRRIGATION SERVICE LINE AND I" IRRIGATION METER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. REFER TO IRRIGATION PLAN. 6. PROPOSED PRESSURE REDUCING VALVE. 7. PROPOSED 8" X 6" TAP PER ALBERMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO CONTACT ACSA TO COMPLETE THE TAP. 8. GAS SERVICE. CONTRACTOR TO COORDINATE WITH GAS COMPANY FOR CONNECTION. 20 0 20 40 9. 6" SANITARY SERVICE LINE PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. CONTRACTOR TO INSTALL SERVICE PER ALBEMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND SPECIFICATIONS. CONTRACTOR TO VERIFY CONNECTION GRAPHIC SCALE (IN FEET) INVERTS BEFORE STARTING INSTALLATION TO ENSURE MINIMUM 2.08% SLOPE IS POSSIBLE. 10. PROPOSED FIRE HYDRANT, 6" WATER PIPE, AND 6" GATE VALVE PER ALBERMARLE COUNTY SERVICE AUTHORITY REGULATIONS AND REQUIREMENTS. 11. PROPOSED 20' X 29' WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY 12. PROPOSED 20' X 12' WATER EASEMENT DEDICATED TO ALBEMARLE COUNTY SERVICE AUTHORITY 465 455 450 445 X w / �3 F NrV 7 ti N� t� ALBElWARZESERIOCEAUT11ORITYESMT OB 4332 PGS2B4 TOC=45 .93' INV=43 .73' 2000 \ D \ NEVFROr14APPR01/ED S17EPLAN/ T -1■ ■- �I�1■�iC7� ■�� _1519,6-6' -0+25 0+00 SANITARY SERVICE PROFILE PROFILE SCALE: 1" = 20' HORIZ.; 1" = 5' VERT. 465 455 450 445 rr a 1 +00 1 +25 T UTILITY CROSSING SCHEDULE NO. UTILITY ELEVATIONS DIFF. A 15" STM B/PIPE = 451.03 11.91 EX. 12" SAN T/PIPE = 439.12 B 6" DS B/PIPE = 452.31 0.90 6" SAN T/PIPE = 451.41 C 15" STM B/PIPE = 451.37 1.50 1.5" WTR T/PIPE = 449.87 D GAS B/PIPE = 453.20 1.50 6" SAN T/PIPE = 451.70 E EX. GAS UNKNOWN 15" STM T/PIPE = 452.11 F CONTRACTOR TO MAINTAIN 18" VERTICAL CLEARANCE BETWEEN TELE & ELEC LINES AND EXISTING SANITARY LATERAL LEGEND EXISTING REFER TO EX. CONDITIONS AND DEMOLITION PLAN SHEET FOR EXISTING LEGEND ITEMS PROPOSED BUILDING STM STORM SEWER SAN SANITARY SEWER W DOMESTIC WATER SERVICE G GAS SERVICE UGE UNDERGROUND ELEC. LINE UGT UNDERGROUND TEL. LINE UD 4" PERFORATED UNDER DRAIN C o CLEAN OUT ❑M METER �W WATER METER ❑E ELECTRIC TRANSFORMER S1 SANITARY SEWER STRUCTURE A CESO O N 0 d o 0 GENERAL UTILITY NOTES: N 1. COORDINATE ALL SITE UTILITY WORK WITH THE MECHANICAL AND ELECTRICAL DRAWINGS. 2. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS, AS -BUILT PLANS, AND LOCAL UTILITY COMPANY RECORDS. IT o SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES TO LOCATE THEIR FACILITIES PRIOR TO STARTING CONSTRUCTION. 2 NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY CONTRACTOR'S WORK FORCE. G� 3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL FEES ASSOCIATED WITH PERMITS REQUIRED TO PERFORM THE WORK PROPOSED ON THESE PLAN w (I.E. TAPPING, INSPECTION, ETC.). Of 4. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. a 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. w 6. SANITARY AND WATER LINE SHALL BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF z w PIPE.) Z z rn 7. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. a a w 8. RIMS OF EXISTING STRUCTURES SHALL BE RAISED OR LOWERED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS WITH WATER TIGHT LIDS. LU W Fn > LU Of 9. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. U z J r Of Lu 10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER IL O AND SEWER LINES. CO N 6 Z 11. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION. 12. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 13. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. N 14. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER N LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. LL.I 15. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICTS, AS WELL AS COORDINATING WITH THE AUTHORITY HAVING U JURISDICTION UTILITY REQUIREMENTS AS TO ASSURE PROPER LOCATION AND SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. z LU 16. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. = J U� J WATER NOTES: O • H 1. WATER SERVICE MATERIAL LARGER THAN 2" SHALL BE DUCTILE IRON IN CONFORMANCE WITH ANSI A21.51 (AWWA C151) DUCTILE IRON PIPE, CENTRIFUGALLY CAST IN Z METAL MOLDS OR SAND LINED MOLDS, FOR WATER OR OTHER LIQUIDS AND ANSI A21.50 (AWWA C150) THICKNESS DESIGN OF IRON PIPE. ALL SERVICE LINES 2" OR LESS Q O SHALL BE COPPER TYPE K. SIZE TO BE AS NOTED IN PLAN VIEW. SERVICE CONNECTION TO HAVE MINIMUM COVER OF 60" COVER. 2. ALL FITTINGS SHALL BE DUCTILE IRON IN CONFORMANCE WITH AWWA C110 OR AWWA C153. ALL FITTINGS SHALL BE RATED FOR 350 PSI WORKING PRESSURE, HAVE ' Z MECHANICAL JOINTS AND BE COATED AND CEMENT MORTAR LINED IN ACCORDANCE WITH AWWA C104. ALL BOLTS AND NUTS SHALL BE COR-TEN. = 3. WATER LINE SHALL HAVE A MINIMUM BURY DEPTH OF 4' OR AS REFERRED BY AHJ. LU U z_ LLI 4. A SEPARATE GATE VALVE, THE SAME SIZE AS THE METER CONNECTIONS, SHALL BE PLACED ON THE SERVICE PIPE ON BOTH SIDES OF THE METER. SUCH VALVES SHALL BE > EQUAL IN QUALITY TO THE SERVICE COCK. J OQ SANITARY SEWER NOTES: Q 1. ALL SANITARY SEWERS SHALL BE PVC, SDR 35 MATERIAL, CONFORMING TO ASTM SPECIFICATION D3034 WITH 3/41N STONE BEDDING. i Q 2. PVC PIPE SHALL HAVE AN INTEGRAL BELL AND JOINTS SHALL BE PREMIUM GASKETED JOINTS MEETING THE REQUIREMENTS OF ASTM D3212 TO PROVIDE A WATERTIGHT z SEAL AND SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. /Q V STORM SEWER NOTES: © 2020 CESO, INC 1. SEE PROPOSED DRAINAGE PLAN FOR STORM SEWER NOTES. THpFG�c ALBEMARLE COUNTY UTILITY NOTES: r 1. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. " ZACRARY DAVID � -`9. 6/16/2020 Project No. 757280 Scale. AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title Di With 9 �©© FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL NOTIFY THE FOLLOWING AGENCIES: VIRGINIA UTILITY PLAN ONE CALL AT 811 OR (800) 552-7001 AND ALL OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. Drawing No, C6.0 PAVEMENT 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TEE NOTE NO SWEATED FITTINGS DUAL SERVICE 1" TYPE SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 36" MIN. 1/8 BEND COUPLING O❑ Col FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' 1" COMPRESSION x 3/4• MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. r qr , 1110 -/ `CORPORATION STOP .+y?r"r �^ ;r. ,tom; „� —URICK AS �"ti t-tw:=•:1';;�i:`, NECESSARY SAND OR DUST UNDER ++ •., y; 4' DIAMETER GRAIN PIPE, 12" BOX AND SETTER (2-INCH I!�,-: z;. LONG STONE POCKET, VDOT MINIMUM THICKNESS) y}',ays?+q,4 ;.`y:F�y.`,'>:ii�i SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) SYMM. W=4/3 D + 18" NTS FIG. Ill ID-10 FINISHED GRADE LOAM X'-X" MIN. DEPTH OF COVER COMPACTED APPROVED BACKFILL (95% COMPACTION) DETECTOR TAPE COMPACTED SAND BACKFILL 3" IN EARTH - 8" MIN. IN ROCK NOTE: 1. FIRE LINE PIPING AND SERVICE PIPING > 3" I.D. TO BE CLASS 53 DUCTILE IRON WITH RESTRAINED JOINTS 40 FT. EACH SIDE OF ALL FITTINGS, ELBOWS AND APPURTENANCES. DOMESTIC PIPING < 3" I.D. TO BE TYPE K COPPER PER ASTM B 88. 2. NOTE: PIPING TO BE HYDROSTATIC TESTED 2 HOURS @ 100 PSI. OVER NORMAL OPERATING PRESSURE AFTER INSTALLATION TYPICAL WATER MAIN & SERVICE TRENCH DETAIL NTS COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID V NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, EDGE OF TRENCH TRENCH WIDTH O.D. +2'-O" MIN. 6„ ID 6" MIN. 1'-O" MIN. 6„ IN ROCK 1'4' O.D. 1'-0" TYPICAL METER BOXES (5/8"-1 " METERS) NTS FIG. W-7 TD-13 SUPPORT SYSTEM AS REQUIRED SUITABLE BACK FILL TYPE GW, GP, SW, SP PER UNIFIED SOIL CLASSIFICATION SYSTEM OR AS APPROVED BY SITE ENGINEER COMPACTED TO 95%MAX. DRY DENSITY IN LIFTS (8" TYPICAL) PER ASTM D1557 (MODIFIED PROCTOR TEST) 3/4" CRUSHED STONE INSTALL CLAY DAM WATER STOP 2' (MIN.) THICKNESS AT 50' C-C IF DIRECTED BY ENGINEER BOTTOM OF TRENCH SPECIAL FOUNDATION IF ORDERED BY ENGINEER - 3/4" CRUSHED STONE TO BE INSTALLED TO DEPTH DETERMINED BY GEOTECHNICAL ENGINEER IN PEAT AND UNSUITABLE SOIL AREAS TYPICAL SANITARY SEWER TRENCH SECTION NTS IN EARTH 4" TOPSOIL APPROVED COMPACTED BACKFILL (95 DENSITY) % MAX DRY COMPACTION PER ASTM D1557 IN 8" LIFTS F U_jO J H LL wma OO� o9< (V (V U UTILITY PIPE. SIZE AND MATERIAL PER UTILITY PROVIDER REQUIREMENTS BOTTOM OF CONDUIT TRENCH 7" SAND BED FROM MAIN TO METER PIT (GAS LINE ONLY)1'-0" MIN IN ROCK IN PAVEMENT SEE DETAIL FOR PAVEMENT SECTION TRENCH WIDTH: V-6" (GAS) V-0" ELECT., TELE. AND CATV. T-O" WHEN ELEC., CAN, & TEL. ARE GROUPEDINTRENCH METAL STRIPS BURIED 12" ABOVE P.E. PIPE EVERY 5' & AT BENDS (GAS LINES ONLY) MARKING TAPE BURIED OVER ELECTRIC AND TELEPHONE CONDUITS 12" SAND COVER OVER PIPE SPECIAL FOUNDATION, IF ORDERED BY ENGINEER TO BE INSTALLED IN UNSUITABLE SOIL AREAS. ELECTRICAL, TELEPHONE AND GAS TRENCH NTS ►a c Z N WATER PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE —� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 8 THRUST BLOCK n 2'x 2' BEARING AREA. 4 Q Q Q 4 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NITS FIG. W-5 TD-9 NOTE: HYDRANT MUST BE _ EQUIPPED NTHCHARLOTTES- VILLE THREADSADS WHICH IS QTHE 1 LOCAL STANDARD. CESO LENGTH OF BRANCH VARIES ��.ei��e.s�■ 6' MIN 2' TO 10' (270-) 18"-22"VALVE BOX o 0 0 #68 STONE I o N o o 0 0 6"!LGATIE —VA a" X 6" ',•. 1j _ .. TEE 250E P.S.I. CONCRETE ."� •w l .: 1 •'I•° a +e+e BASE AND THRUST ;.'•:. ';1_ �>!1• BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' 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 DETAIL N.T.S. FIG. W-4 TD-8 0 N N E a 0 J N a w GO w z w I- � w < z co Z < CL w a j ELIw w M U w g z z 3: LL Z o h N O Z O N N LLI Z Q w = J UJ J U) O w Z O ELECTRICAL CONTRACTOR Q J TO CONNECT OR CADWELD 4" X 6" GASKETED HAND HOLE LIMITED ACCESS MANHOLE - W/ CAST IRON COVER. TWO STAINLESS STEEL FLUSH -MOUNT BOLTS, CAST COVER W/ GROUND WIRE TO POLE BASE / ��; GALVANIZED STEEL SKIRT. BUNA-N GASKET. CYLINDRICAL FORMED CONCRETE BASE 2'-0" `� Z = STEEL PLATE CLEANOUT PLUG MEETS H-20 LOAD RATING. V x 45" CHAMFER DIAMETER PAINTED SAFETY YELLOW. w 0 COVER CONCRETE COLLAR 7 III GRADE I~ 12"� PAVEMENT - L > q 4-40"XVOANCHORBOLTS J > FINISH GRADE D" PIPE w/ #3 REINFORCING TIES 12" ON CENTER > Q BELL _ (TYPICAL FOR THREE) J q #5 BARE GROUND WIRE Q —110 z N CADWELD CONNECTION (BOTH ENDS) > Q 0 r 3/4" X 10' COPPER WELD GROUND ROD ALTERNATE J� ry LL z m (LIGHTNING PROTECTION) Q CONDITION a < O RISER SHALL BE 6" DIA. Z � PVC - SCHEDULE 40 CONDUIT UNPAVED AREA SECTION o UI (WHEN THE MAIN RUN IS LESS � cn (PROVIDE SCHEDULE 80 UNDER THAN 6"DIA. THE RISER SHALL 4 0 3" COVER HEAVY TRAFFIC AREAS) � MATCH THE MAIN PIPE SIZE) ~ `C 2020 CESO, INC GALVANIZED STEEL TO PVC 45" BEND �_ -- CONDUIT CONNECTOR INVERT - SEE PIPING MAIN RUN -SIZE PER PLOT OR GALVANIZED CONDUIT 90' ANGLE I , PLAN PIPING PLANIII 6"LONG PIPE " ZACHARI DAVID 4 -#8 STEEL VERTICAL REINFORCING BARS PRESII k R PLUG 2'-O" DIA. 1C. OQ20 0 CONCRETE BASE 4 WYE WYE =• `SI At - TYPICAL LIGHTING POLE BASE 6/16/2020 NTS Project No. 757280 PIPE CLEANOUT Scale NTS AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Title UTILITY PLAN DETAILS Drawing No. C6.1 6" CONCRETE PAVEMENT, 4,000 PSI 4" COMPACTED AGGREGATE BASE (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE CONCRETE PAVEMENT SECTION 1.5" ASPHALT SURFACE COURSE, SECTION 315, TYPE SM-9.5 (REFER TO GEOTECH REPORT) 2.5" ASPHALT BINDER COURSE, SECTION 315, TYPE IM-19.0 (REFER TO GEOTECH REPORT) 8" COMPACTED AGGREGATE BASE, SECTION 309, TYPE 1, SIZE 21A / (REFER TO GEOTECH REPORT) COMPACTED SUBGRADE (REFER TO GEOTECH REPORT) EXISTING SUBGRADE ASPHALT PAVEMENT SECTION NTS NITS NOTE: 1. ALL PAVEMENT WORK SHALL COMPLY WITH SOILS INVESTIGATION/RECOMMENDATIONS PREPARED FOR THIS PROJECT. 2. ALL MATERIALS SHALL BE PROVIDED & ALL WORK BE PERFORMED PER STATE DEPARTMENT OF TRANSPORTATION STANDARDS. EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES @ 6-0" oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN SEE LAYOUT & SITE IMPROVEMENT PLAN FOR ALTERNATE SCORING PATTERN TROWELLED OR SAWN JOINT( TYP.) A A W N 1 z L w5 > m o -� 112• EXPANSION JOINT LAWN OR PLANTING IF SHOWN ON SITE PLAN L-- CURB OR GUTTER LINE R=,Is• --7,I I r PLAN VIEW TROWELLED OR SAWN JOINT 4 1/2" EXPANSION JOINT WITH / SEALANT 4' 4" MINIMUM COMPACTED GRAVEL BASE. II SECTION A -A SEALANT 6, 0" 41. 1/2" EXPANSION JOINT ��- T-0" 4" CONCRETE (4,000 PSI) 6"X6" W1.2xW1.2WWF COMPACTED SUBGRADE TO 95% MAXIMUM DRY DENSITY PER ASTM D1557 WOOD OR NOTE: FIBER MOUNT 1. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE EXPANSION JOINT CONCRETE SIDEWALK DETAIL NITS m� , i nu a nrn nwr n n nvo U-SHAPED BIKE RACK DETAIL NTS 18" DIAMETER CONCRETE FOOTING � 1'-0" UNO LE 18" DIA. BOLLARD DETAIL NITS 6" GALVANIZED STEEL PIPE FILLED W/ CONIC, - SMOOTH TROWEL CROWN TOP 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE - CROWN FOOTING -3:1 SLOPE - 1" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS -24"DIA. CONCRETE PIER. '" X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM 2:; q OP OF CURB --GUTTER LINE 2" M OFCURB CURB TAPER NITS 30" LONG #6 REINFORCING BAR 6-6'B" LEGEND: TWO T-8" LONG 0 14" IS THE NORMAL SETBACK DISTANCE FROM A PAVEMENT #4 REINFORCING BARS EDGE. 10" IN A REMOVED AND RESET OPERATION, THE BLOCK WOULD GO ON NEW OR RESURFACED PAVEMENT. HOWEVER, IT MAY BE 5" NECESSARY PLAN ON SOME PROJECTS TO PLACE NEW BLOCKS ON EXISTING PAVEMENT. 7/8" DIA. HOLES FOR #6 REINFORCING BAR (ANCHOR PIN) #4 REINFORCING BARS (TYP.) TWO T-8" LONG RESURFACING 0 2"__� L `EXISTING PAVEMENT #4 REINFORCING BARS J L.-.h" ELEVATION. SECTION NOTES: 1. ALL MATERIALS USED TO MANUFACTURE THE CONCRETE PARKING BLOCK SHALL BE IN ACCORDANCE WITH CMS 604. 2. THE MATERIAL REQUIREMENTS FOR THE ANCHOR PIN SHALL BE IN ACCORDANCE WITH CMS 509.02. 3. ALL #4 REINFORCING BARS SHALL BE EPDXY COATED AS PER CMS 509. 4. REINFORCING STEEL SHALL BE PLACED 2" CLEAR (MINIMUM) FROM THE SURFACE OF THE CONCRETE. 5. PAVEMENT WILL BE MADE AS ITEM SPECIAL, CONCRETE PARKING BLOCK, EACH AND INCLUDES REINFORCING STEEL AND ANCHOR PINS. BUMPER BLOCK DETAIL NTS PAVEMENT SEALER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE m 12" PARKING H A TROWELED JOINT CO NCRETE SIDEWALK K1/8• PER FOOT 1 xf - X x x 6 x 6 x W1.2 x W1.2 WWM r SUBBASE SUBBASE COMPACTED SUBGRADE #3 REBARS CONCRETE CURB NOTE: 1. ALL CONCRETE CURBS TO BE PC4000 P.S.I. CONCRETE AT 28 DAYS 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING INTEGRAL CURB & SIDEWALK DETAIL NITS SIGN A GALVANIZED NUTS & BOLTS TYP. SIGN B SIGN C METAL SIGN POST 4" STEEL PIPE BOLLARD FILLED WITH NON SHRINK GROUT (WHEN IN FRONT OF PARKING SPACE) PAINTED TRAFFIC YELLOW SLOPE CONCRETE AWAY FROM POST SIDEWALK FINISHED GRADE 12" DIA. CONCRETE FOOTING COMPACTED SUBSOIL z VIOLATORS SUBJECT TO FINE AND TOWING PENALTY $100-500 TOW -AWAY ZONE 12"JN - VAN ACCESSIBLE B HANDICAPPED PARKING SIGNAGE DETAIL NITS TOPSOIL #3 REBAR CAST IN PLACE CONCRETE CURB _ER BITUMINOUS CONCRETE WEARING COURSE BITUMINOUS CONCRETE BINDER COURSE SUBBASE COMPACTED SUBGRADE NOTE: 1. ALL CONCRETE CURBS TO BE PC 4000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINT SPACING IS 10"-0" MAXIMUM. FILL WITH2" PREFORMED EXPANSION JOINT RECESSED i INCH BELOW TOP OF CURB. 3. MAXIMUM HEIGHT OF CURB TO PAVING IS 6". STRAIGHT CURB DETAIL NTS NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 2. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 3. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS. 4. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE A JWC-207 FOR TYPICAL RAMP DIMENSIONS. 5. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. 6. ALL CONCRETE CURBS AND SIDEWALKS TO BE 4000 P.S.I. CONCRETE PM-10 CURB RAMP DIMENSIONS NEW CONSTRUCTION • RISE OF MAX RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT (1 : 12) CURB (1 : 10) CURB (1 : 12) 3" 1 '12 3.0 FT. 2.5 FT. 3.0 FT. 4" 1 '12 4.0 FT. 3.3 FT. 4.0 FT. y 1 :12 5.0 FT. 4.2 FT. 5.0 FT. 6• 1 : 12 6.0 FT. 5.0 FT. 6.0 FT. 7" 1 :12 7.0 FT. 5.8 FT. 7.0 FT. 8" 1:12 8.0 FT. 6.7 FT. 8.0 FT. 9" 1 :12 9.0 FT. 7.5 FT, 9.0 FT. 10• 1 :12 10.0 FT. 8.4 FT. 10.0 FT. 11• 1 '12 11.0 FT. 9.2 FT. 11.0 FT. 12" 1 :12 12.0 FT. 10.0 FT. 12.0 FT. CURB RAMP DIMENSIONS EXISTING CONDITION MAX. RISE MAX. RAMP NOMINAL RAMP SIDE FLARE SIDE FLARE OF RAMP SLOPE LENGTH DIMENSION AT DIMENSION AT CURB (1: 10) CURB (1: 12) 3" 1 : 8 2.0 FT. 2.5 FT. 3.0 FT. 4" 1:10 3.3 FT. 3.3 FT. 4.0 FT. 5" 1 :10 4.2 FT. 42 FT. 5.0 FT. 6• 1 :10 5.0 FT. 5.0 FT. 6.0 FT. {+ USE ONLY WHEN SPACE LIMITATIONS PROHIBIT THE CONSTRUCTION OF 1 : 12 OR FLATTER SLOPES. • CURB HEIGHT PLUS RISE OF SIDEWALK CROSS SLOPE HANDICAPPED RAMP DETAIL AND RAMP SCHEDULE NITS WHITE BORDER (OPTIONAL - SEE SYMBOL NOTE 2) POINT OF RADII - - - - - - - a BLUE MARKING - I _ _ _ _ (OPTIONAL - SEE NOTE 2) WHITE STROKE WIDTH - 4" - 2' _ 4" 4" 4"• 4" 4'-B" 2„ ''/z" 1%z" 2" INTERNATIONAL SYMBOL OF ACCESSIBILITY - SPECIAL SIZED NOTES: 1. 1 GRID UNIT - 2 INCHES 2. BLUE MARKING AND WHITE BORDER SHALL BE OMITTED EXCEPT WHERE SPECIFIED IN CONTRACT DOCUMENTS. ry xVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS PAVEMENT WORD, SYMBOL, AND ARROW MARKINGS REFERENCE SHEET 10 OF 15 REVISION DATE SYMBOL DETAILS 704 1340.19 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS CESO rrr.ssss��e.es■ N N N 0 O N , (8 0 0 0 E m Go c LU o W :> U)0 GJ 0_ LU Of _1W o U) UU o w of U) z g �: g D- W d W > ILU I-W - Of U) J Of W J Q LU z ~ z (i ? 0 (`T N 6 z rn N W N Q Z aw = J U _JJ J r^ O W Z <O Z Q WU Z_ W\ J / O� J r) a� > W 0 rQ V 2020 CESO, INC ti �LTH ZACHARY DAVID •""706/16/2020 Project No. 757280 Scale AS NOTED Drawn g qg Checked TJV Date 03.06.20 Drawing Title CONSTRUCTION DETAILS I Drawing No. C7.0 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GR-2. 2A 27Y/4" MIN 1-IVV 1-1 GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION • 3' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02 RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN II PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27y:' MIN - 2B)'4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 28%4" MAX RAIL HEIGHT 3'-1'/2' 3'-1'/, X ilY/uia' idlila" T�ia!a°J�T �a'r GR-2A (3'-1'/z" POST SPACING) MAX DYNAMIC DEFLECTION • 2' x OPTIONAL GR-2A METHOD USING NESTED RAIL x OPTIONAL GR-2A METHOD USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 s 60 B. 26:1 14:1 50 5.5' 21:1 11;1 r 40 5' 16:1 8:1 • 30 4' 13:1 7:1 • • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505. 2016 ROAD & BRIDGE STANDARDS 2A WASHER �GGIR-2, �10 I 9 — %"x18" BOLT ^ & NUT )'," HOLE a I )':' HOLE a 6"z 8"x I'-2" TREATED PINE BLOCK OR 6"x6"z1'-2" Y:' HOLE 0 RECYCLED MATERIAL. '✓. TREATED PINE �' BLOCK OR a ,4 RECYCLED GALV. STEEL 10D p MATERIAL COMMON NAIL w SEE. NOTE 5. w 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL T'^ TREATED z TREATED 1D CONTING STEEL BLOCKOUTS. CONTAINING PINE BLOCK � /y A' BLOCKOUT FOR MAINTENANCE TREATED 4 REPAIR ONLY SOUTHERN PINE n I _ u 7)':' ), LESS THAN 1'-0" Tls" HOLE 6x8 WOOD POST 1�6 4"x 8"x1'-2" TREATED PINE BLOCK. POSING THE CRT POST IS FOR USE WITH THE STANDARD GR-10 TYPE IIIOR WHERE 4" WIDE BLOCKOUT 8'-0" POST GUARDRAIL REQUIRED STFS. SPAENCIIFIED BY THE ENGINEER IN THE F R Tye DETAIL A 4•, N" IA POST MAY BE HOT ROLLED OR WELDED. HOLEv ):' GUARDRAIL INSTALLATION — HOLES SITES REQUIRING LONGER II GUARDRAIL POSTS ,T� lV lV I fV a Y. II _ I a 4„ NOTES: II 6"x8"x1'-2" a 8/e''x10" BOLT TREATED PINE W &NUT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER _ c ' BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. II RECYCLED w w MATERIAL y 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY BE INTERCHANGED ON ANY ONE PROJECT WITH a W6x8.5 OR z THE RESTRICTION THAT THE SAME TYPE OF W6x9 g POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. 0 OPTIONAL HOLE ;0 3. FOR DETAILS GUARDRAIL ELEMENT SPLICE 31/2" DIA HOLES .1 T'I IuTl II TO FACILITATE GALVANIZING II JOINT, HARDWARE. ETC. SEE SHEET N05.501.01 AND 501.02. 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE TT T TOP OR OF BLOCKOUT AFTER 5/s" z 18 BOLT IS INSTALLED. INS HOLES POSTS g•• I AND BRACKETS TO BE i't' DIA CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VDOT REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 2z1 236 21 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 501.05 2016 ROAD & BRIDGE STANDARDS Typical Gravity Wall Section Top block CESO ruw.eeeelme.ee■ Grade to drain surface water Setback = 1 s/s" (41 mm) away from wall (5° hatter angle on wall) 7410)C0 ., • .L. based , site soil conditions) tl�NED SOIL .. �.��. I I Move blocks for ward during installal 3d wall -R-M-z to engage shear knobs (Typical) (Height varies with .. �dC" a I,IIII I ..: n =�iran ._-M,IhII_.II�IIL I Drainstone (AASHTO No. 57 or equivalent) to extend at least 12" (305 mm) behind blocks Fill wedge between adjacent blocks with drainstone (all blocks) Fill vertical core slot with drainstone (PC blocks) Middle block (Typical) Block widths vary with design Solid bottom block Block widths vary with design (As specified by Engineer) Leveling pad (As specified by Engineer) This drawing is for reference only. Determination of the suitability and/or manner of use of any detalls contained In this document is the sole responsibility of the design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actual conditions of the proposed site. DRAWN SY: JRJ TITLE' ^°^ WBI �R� Typical Gravity Wall Detail REDI�ROCK' DATE: 17MAR2016 05481 US 31 SOUTH, CHARLEVOIX, MI 49720 sNEET 1 Of 1 FIB` 1 Typical Gravity Wall Detail 031716.dwg (ses)��/00 R#,04� nna�rem-tea. 1- U) W � w Z (n a w w UU I. -Of rn Of J UU Q Z z o co I N I— I Z r 0 N N LLI U> Z aw = J UJ J C0 O LLI z~ QO � J 07 < Z = LLl U Z LIJ J > OW _� ary > Lu 0 z Q c� 2020 CESO, INC ELT ZACHARY DAVID -r "706/16/2020 Project No. 7557280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Tifle CONSTRUCTION DETAILS Drawing No, C7.1 TB D 1/112 FOUN"REB.4RGU/ z lvc LNc,4P / F D 1 ADJACENT COMMERCIAL DEVELOPMENT 7 / 'cep .2 0.1 0, / 0 OVERALL PARCEL BOUNDARY / 0.1 - \' 6 PROPOSED VALVOLINE / D 1 \\ GROUND LEASE -LINE , 1.1 1.2 1.1 \ I.o 2.0 .9 i.75 i.o _ y 0 1 3 2 �.1 _ �.2.3 .2 1.9 2.1.1..0 0-1 / 1 0 9 /1 / .1 N ~' U. / / / 11•a 1.8 2.5. 2. 2.3 1.6 1.3 L.5 1.5 1. 1. / O "� "V + + + + + + + + # + + + + 'W ,� 0.1 1 2.0 2.2 1. 2.1 2� 9 .8 1 6 1. 1.8 �8 1.6 1..3 1. \ / El MH: 20 CS - ~ / + + +. + / \ +O + MH: 20 + + + + ' 0.1 1.,y,// 2.0 2.2 2.4 2. 1. 3.3 1.4 1. 1.1 0.7 j�' / 3 j0 2 LQj W 0.1 / + + + + + / EWN6 + '2 + + + + N / 0. .9 1..9 2.1 2.0 2�. 4.4 5.8 2.1 1. 1.1 1.1 0.6 y�2 Q7 MH: TO /O ~� / TRIP / .6 1.0 1.6 2.1 2. VIOC 5.5 2 .B 1.3 0.9 GANDER DRIVE . D / ;J/' I A = 2,080 SF; H = 28'-11" + + + / 0 2 +0. /5 1.0 1.7 2.5 2 3.6 2.8 2.1 1.7 .3 0.9 0. 0.0 / / / 0 / / 6 0 2 / 0.5 02 � / 2.5 2.3 2.2 1.8 1.6 1.3 0.9 Q�0 2 / EWNB EWNB + O 0.2 0.6 � � / 5.1 2.4 2.2 2.5 .5 1.6 0..9 / i MH: 12 MH: 10 S s \ ` // /qw 0 1 \ 2 +.5 1.0 2.3 + �\ /EWNB 5.3 f7,'{ �. 2.9 3.1 2.9 1.6 Q / \ � \ + + + + J 0.6\2d 3.8 � .7 2.8 3.5 .9 4.3 1.3 / 0.0 O / 0. 0.9 4 9.5 2.1 2.3 4.5 0.0 \ / SD2_BS \ 0 1 3 1 1.5 1 6 2 4 4 ME,200 0 20 0 20 40 GRAPHIC SCALE (IN FEET) 0.0 + + \ + \ \ \ \ \ 0.8 .9 1.\ 2.8 \ PROPOSED VALVOLINE \\� \ \ GROUND LEASE -LINE \ 1.0 + 7 2.0y 1.0 \ \OVERALL PARCEL BOUNDARY \ \ 0 \ �0.040 i 4 / \ 0-0 \ 0 0 / \ �0 0. \ /0 0 0 0.0 / NOTE: THE PARCEL BOUNDARY LINE IS TREATED AS THE OVERALL PROPERTY BOUNDARY IN WHICH FOOT-CANDLES CANNOT EXCEED 0.5 F.C. WHEN ADJACENT TO A PUBLIC ROAD OR RESIDENTIAL AREA. THIS REQUIREMENT IS MET, AS SHOWN. ?,-F 1 BYS 4PPROVEO S/TEPLAN/ Calculation Summary Label CalcType Units Avg Max Min Avg/Min MaxiMin Hol Spill @ Prop Line Illuminance Fc 0.15 1.1 0.0 N.A. N.A. Pavement Area Illuminance Fc 1.93 6.8 0.2 9.65 34.00 Sidewalk Area Illuminance Fc 2.08 5.8 0.1 20.80 58.00 Luminaire Schedule POLE MOUNTED FIXTURES AT HEIGHT OF 20FT ABOVE FINISHED GRADE (MOUNTED HEIGHT OF FIXTURE INCLUDES POLE BASE) Symbol Qty Label Arrangement Total Lamp Lumens LLF Description Lum. Watts b 4 EWNB SINGLE N.A. 1.000 1-EWNBOA47301NBLCKD 44 1 SD2_BS SINGLE N.A. 1.000 1-EALP012D2AN750NDD1BLCKF WITH ELS-EAL-ABL-BLCK 93 1 SC5 SINGLE N.A. 1.000 1-EA1_P012C5SM750NDD1BLCKF 67 ® 1 D1C4 BACK -BACK N.A. 1.000 2-EALP012C4AF750NDD1BLCKF 73 ARCHITECTURAL REVIEW BOARD STANDARD NOTE: 1. 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. Evolve Ts' LED Area Light (EALP) EALP 01 -- Ile CESO E = Evolve 01 1st 0 = 120 277 SM -S mmetric 7 - 701mim) 30 - 3000K- N- Dimming A- AN517- in Cl - Inte ro GRAY = Gray F I = naing AL- Area Light P =Premium Generation 1 = 120 2=208 Medium SW -Symmetric 40=4000K thru PE 50=5DOOK receptacle PE he "le Inocontmll Sli -fitter 2' BLCK = pip (2378in. Cil=Dark Block H - Motlan Sensor WWW.e380106.00M 3=240 Wide oSelec D=External D=ANSI 7-pin ODI* Bronze 1 =cUL/Conada 4=277 AF=Forward is 'for Dimming PE receptacle OS=universal WHTE=White L =Tool -less Entry 5 =480 Forward IDAOCT for lDA 18/23ft with shorting Mounting R = Enhanced Surge Protection 0=347 AW=Asymmetric Approved cable cap provided Alm,fitted for f10kV/SkN H = 347-490` *Notavailable Wide AN=As Asymmetric V units All constructions Ni See Pound or square pole S1 = Rotated Lei =Rotated with Fusing. Narrow pkj51 C13fi.41 ANSI w C136.4h accessories section on page p 9 mourning"* M M Mexico)* = NOM031 iMexicol` O N O N O N Mustchome AA=Asymmetric Auto 7-pin Receptacle 7for PE Control K3=Knuckle SlipfAter for U V =DAL dimming+- =3-Position Terminal Black tp cp o Nno no a descreet voltagewith Note: Standard ordering L9m-2.3in. KID(=Special Options tO aj tN F Option dimming 0-10V Bl=Knuckle OD Tenon- ++ *Conlon Manufacturer availability O O O Slipfitter for + Compatible with UghtGrid 2D nodes 2.31n.-3oin A Not compatible at 347-480V or with OD Tenon-. motion sensor control T For aimed left or right light distribution V1=Knuckle Wall Mouni orientation, as assembled in manufacturing. Nat applicable for Symmetric D¢tributions. * Sup tied with ends ** Suplatiedwith �• 16/33ft cable wx II++ Restricted Alming u Angle D to+45' R,ght lSn CS Symmetric Medium 7500 8000 67 B3-UO-G2 33-UO-G2 EALP01_C5SM730 .IES EALPC1 CSSM740 .IES EALPOI CSSM75.i 1-> D5 Symmetric Medium 9400 10000 89 V-UO-G2 B3-UO-G2 EALPOl_D5SM730 .IES EALPOl_D5511740 .IES EALP01_D5SM750 .IES F5 Symmetric Medium 14100 15000 140 1 34-1,0-G2 84-UO-G2 EALP01_F5SM730 .IES EALP01_F5SM740 .IES EALPO1_F5SM750 .IES HS Symmetric Medium 18800 20000 183 34-0-132 84-1.10-G2 EALP01 H5SM730 IES EALP01 H5SM740_IES EALP01 H5SM750_IES JS Symmetric Medium 23500 25000 220 B5-UO-G3 BS-UO-G3 EALP01_JSSM730 .IES EALP01_J5SM740 .IES EALP01_J5511750 .IES c KS Symmetric Med' m 28300 30000 274 B -U B - O-G3 EALP01 .ES EALP01 .IES EALPO1 IES 'm > L5 Symmetric Medium 32800 33600 327 B5-U0-G4 B5-UO-G4 EALP01_L5SM730 _K55M730 IES _K55M740 EALP01_L55M740 ._IES _K5SM75T0 EALP01_LSSM750 .IES N 'E d MS Symmetric Wide 8000 B500 fi7 B3-UO-GI B3-UO-Gl EALP01 .IES EALP01 MSSW740 .IES EALPOl MSSW75Q ,IES a o INS Symmetric Wide 10000 10600 89 B3-UO-GI B3-UO-GI EALPOl NSSW730IE5 EALPoI NSSW740 .IES EALP01 NSSW750IES U)Q5 Symmetric Wide 15100 16000 140 B3-UO-G2 B4-U0-G2 EALP01 OSSW730 .IES EALPoI Q5Sli ITS EALPOl Qs6W75o .IES c S5 Symmetric Wide 20100 21300 183 B4-1.10-G2 34-UO-G2 FALP01 SSSW730 .IES EALPOl_S5SW740 .IES EALP01 S5SW750 IES W -m TS Symmetric Wide 25200 26700 220 B4-UO-G2 B4-UO-G2 EALP01 T5SW730 .IES EALPOl T5SW740 .IES EALP01 T5SW750 ,IES O v US Symmetric Wide 30200 32000 274 B5-UO-G2 35-1.11 EALP01 U5SW730 .IES EALP01 USSW740 .IES EALPOl USSW750 .IES Z V5 Symmetric Wide 33800 35900 327 35-1.0-G2 B5-UO-G3 EALP03 V5SW730_IES EALP01 V5SW740 .IES EALP01 V55W750_IES C4 Asymmetric Forward 7000 7500 73 81-UO-G2 81-UO-G2 _EALP01 Coll .IES EALP01 C4AF740 _ IES EALP01 C4AF750 AES w D4 Asymmetric Forward 9400 10000 93 B2-UO-G2 82-UO-G2 EALPO D4AF730_IES EA1_P01 D4AF740 .IES EALPOl D4AR50_IES Of F4 Asymmetric Forward 14100 15000 136 B2-LIl Si EALP01 RAF730 .IES EALP01_F4AF740 .IES EALP01_RAF750 .IES Z H4 Asymmetric Forward 18800 20000 183 83-UO-G4 83-UO-G4 EALPoI H4AF730IES EALP01_H4AF740IE5 EALP01 Hi IES Q� W J4 Asymmetric Forward 23500 25000 220 63-UO-G4 B3-U0-G4 EALPOI MF730_IES EALP01 J4AF740_IES EALP03 J4AF750_IES d U)K4 Asymmetric Forward 28300 30000 274 83-UO-G4 83 UO-GS EALP01_K4AF730 .IES EALPOl_K4AF740 .IES EALPo1_K4AF750 .IES d L4 Asymmetric Forward 32800 33600 327 83 UO-GS B3 UO GS EALP01 L4AF730 .IES EALPOl F740 L4A JES EALPOl L4AF750 .IES W C3 Asymmetric Wide 7500 8000 73 81-UO-Gl B2-UO-G2 _ _EALP01 C3AW730 .IES EALPo1_C3AW740 .IES EALPOI C3AW75-il W D3 Asymmetric Wide 10000 10600 93 82-LI B2 UO-G2 EALP01 D3AW730 .IES EALPOI D3AW740 .IES EALP01_D3AW7S0 .IES Z rY W = F3 Asymmetric Wide 15100 16000 136 82-UO-G2 82 UO-G2 EAlP01_F3AW730 .IES EALp01 F3AW140 .IES EALPOl_F3AW750 .IES Q Z GO H3 Asymmetric Wide 20100 21300 183 63-UO-G2 83 UO-G2 EALP0I_H3AW730 .IES EALP0I_H3AW740 .IES EALP01 Al .IES Z g Lu J3 Asymmetric Wde 25200 26700 220 63-LI 83 U0-G3 EALPOI J3AW730 IE5 EALP01.13AW740 .IES EALP01J3AW750 IES o _ K3 Asymmetric Wde 30200 32000 274 - 83-LI -- 83 UO-G3 EALPoI K3AW730 .IES EALP01_K3AW740 EALPoI K3AW750 S a LL W L3 Asymmetric Wide 33800 35900 327 B3-UO-G4 B3UO-G4 EALP01_L3AW730 .IES EALP01_L3AW740 _.IES .IES EALP01_0AW750 lS F LY C2 Asymmetric Narrow 7300 7600 73 82-UO G2 82 UO G2 EALP01 C2AN 30 .IES EALP01 C2AN740 .IES EALP01 C2AN750 � - O < Of D2 Asymmetric Narrow 9800 10400 93 82-UO-G2 82-00-G2 EALP0I_D2AN730 .IES EALP01 D2AN740 .IES EALP01 02AN750 IES Q Q W Z = F2 Asymmetric Narrow 14700 15600 136 63-UO-G3 83-1.0-G3 EALP0I22AN730 .IES EALP01 F2AN740 .IES EALP01 F2AN750 .IES Z H2 Asymmetric Narrow 19600 20800 183 63-UO-G3 83-UO-G3 EALP01 H2AN730_IES EALP01 H2AN74t1_IES EALP01 HZAN750_IES ti ? O J2 Asymmetric Narrow 24500 26000 220 83-UC-G3 83-UO-G3 EALPoI J2AN730 .IES EALP01_J2AN740 .IES EALPOl RAN750 .IES K2 Asymmetric Narrow y 29400 31200 274 B3-UO-G3 �Q 83-UO-G3 EALPoS K2AN730 .IES EALP01 K2AN740.IES _ - EALP01 .IES N o L2 Asymmetric Narrow 33000 34900 327 83-UO-G4 84-UO-G4 EALP01 L2AN730_IES EALPOl L2AN740_IFS EALPOl L2AN750.IES Z o KA Asymmetric Auto 32700 34600 274 84-UO-G3 B4-UO-G3 EALPOI KAAA730 .IES EALP01_KAAA740 .IES EALPoI KAAA750 .IES lA Asymmetric Auto 36600 38800 327 34-1.0-03 84-UO-G3 EALPOS_LAAA730 .IES EALP01 LAAA740 .IES p EALPOl LPAA750 .IES IFa,°a�lv€ LTG? V%OCAfI Pftcla �41 Sc rleP {EWNB) EWN B 7 E = Evolve e = Photometric 0 =120-277* ' Series'B' 1-120 W=Wall Pack 2=208 3 = 240 N= Housing 4=277 Series 5=480 1347 H= 347-WV' *Notavailable With Fusing. Must choose a discreet voltagewith F Option. A4 Asymmetric Forward 4000 4300 64 ASymmetnc Forward 5.80016200 C4 Asymmetric Forward 7500 8000 F D4 Asymmetric Forward 9200 9.800 E4 Asymmetric Forward 10800 11,500 F4 Asymmetric Forward_ 12900 _ 13,700 A3 Asymmetric Wide 4300 4600 = - B3 Asymmetric Wide 6200 6,600 C3 Asymmetric Wide 8,100 f 8,600 D3 Asymmetric Wide 9900 10.500 12,400 E3 Asymmetric Wide 11600 F3 Asymmetric Wide 13900 14,700 A2 Asymmetric Narrow iik.'206l 4,500_ 62 Asymmemc Narrow Ciao 6,500 w C2 Asymmetric Norow 7900 1 8,400 10.300 I D2 Asymmetric Narrow 9700 E2 Asymmetric Narrow 11,400 1 12,100 F2 Asymmetric Narrow 13.600 14,4DO PE Accessories Ito be ordered separately) 0 7=70(min) 30=3000K� 1=None N= None Required l BLCK=Black 40= 4000K 3 = Button PE* DKBZ = Dark Bronze 50=500W A=ANSI C136.41 GRAY Gray o5elect 7-pin PE Receptacle# WHTE=White 3000KCCr D=ANSI C13841 Contact manufacturer for IDA 7-pin PE Receptacle for othercolors. Approved units with Shorting Cap # *Only available with voltage 1,2,3 and 4. #Order Dimming/Control PE as a separate item. See accessories section of this datasheet for ordering information D= External Dimming Leads Provided (0-10Vo8Input) F = Fusing L =Tool Is%entry R = 10kV Enhanced Surge Protection H = Motion Sensor # U = DALI Dimming +A KKX=Special Options # R & H options cannot be purchased together. Not available with voltage 5, D and H. +Compatible wb LighiGrid 2.0 nodes. A Not compatible at 347-48OV. With A -level optical code. or with motion sensor control. 44 Bl-UO-Gl Bl-UO-G2 Bl-UO-G2 Bl-UO GS B1-UO G2 Bl-UO-G2 EWNB A4730 EWNB B4730 EWNB C4730-IES -IES IES EWNB A4740_IES EWNB 84740_.IES EWNB C4740_IES EWNB_Aa757 EWNB_B4750 EWNB C4750-IES E_ JES 58 70 B9 BI-Ul B2-UO-G2 EWNB EWNB D4740_.IES EWNB D4750_IES 98 1 B2-UO-G2 EWNB Di E4730 JES EWNB E4740 .IES EWNB E4750_JES 125 182-UO G3 B2-UC-G3 EWNB RM .IES EWNB F4740_.IES EWNB_F4750 .IES 44 - Bl-Ul Bl-UD Gl _ EWNB A3730_JES EWNB A3740_.IES EWNB_A3750 .IES 58 Bl-UO-Gl Bl-UO-Gl EWNB B3730_.IES EWNB B3740_Al EWNB_B375D_.IES 70 81-1.11 81-1.11 EWNB_C3730_JES EWNB_C3740_.IES EWNB-C3750_IES _ 89 B2-U0-G2 62-UO-G2 _ EWNB D3730 .IES _ EWNB D3740_IES EWNB D3750_.IES 98 62-1.11 B2-UO-G2 EWNB E3730 .IES EWNB E3740 .IES EWNB_E3750_JES 125 B2-UO-G2 B2-00-G2 EWNB F3730 .IES EWNB F3740_.IES EWNB_F3750 .IES 44 Bl-UO-GI Bl-UO-Gl EWNB A2730 .IES EWNB A2740_.IES EWNB A2750_JES 58 Bl-UO-Gl B1-U0-G1 EWNB 82730_IES EWNB 82740_IES EWNB B2750_IES 70 82-1-0G2 82-1.11 EWNB_C2730 IES EWNB C2740_IES EWNB_C2750 .IES_ 89 82-10 G2 62-01 EWNB D2730 IES EWNB D2740_.IES EWNB _D2750 IES 98 B2-1.0-G2 02-1.O-G2 EWNB_E2730_IES EWNB_E2740_IES EWNB_E2750_IES _ 125 B2-JO-62 B2-U0-G2 EWNB F2730 .IES EWNB F2740 .IE5 EWNB F2750 .IES 93029237 P=fi-'sv-I ANSI C136.41 Dimming PE, 120-277V 2B29B PECOTL STANDARD 12, 93029238 PED-347-LED-7 ANSI C136.41 Dimming PE, 347V 28294 PECSTL STANDARD480V 93029239 PED-480-LED-7 ANSI C136.41 Dimming PE, 480V 80436 PECDTL STANDARD 347V 73261 SCCL-PECTL Shorting cap FORTY-EIGHT (48) HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTORS SHALL ' NOTIFY THE FOLLOWING AGENCIES: VIRGINIA ONE CALL AT 811 OR (800) 552-7001 AND ALL Dig With QQQ OTHER AGENCIES WHICH MIGHT HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NONMEMBERS OF VIRGINIA ONE CALL. N N LLI Z > aw = J U_j OL.LI r Z <O U) L L Z Q _ wU Z_ LLu J > OQ > Lu 0 V 2020 CESO, INC 6 �LTee ZACHARY DAVID """.106/16/2020 Project No. 757280 Scale AS NOTED Drawn BAB Checked TJV Date 03.06.20 Drawing Tifle PHOTOMETRIC PLAN Drawing No, C8.0 I9RG/NlA & PWER DB J925 PGS 52 DENOTES EXISTING VILLOW OAK STREET TREES — (0 CRAPE MYRTLE --,, / RAIN GARDEN LANDSCAPE PLAN - PREVIOU5LY APPROVED 5DP2000-G I f I) CRAPE MYRTLE TREE PROTECTION (1) CRAPE MYRTLE (I)WILLOW OAK / Street Tree p;' CENTRAL TELE. CO. ti DB J919 16, PGS 699 NrnN (1) CRAPE MYRTLE J �• G (1) GRAPE MYRTLE of c/c 65 a OtK I I / �\d�� :0;-BIRc\ IRdt� SYCA�iRE BI �L sic MAPLE / ;G 4"" OAK / \ (3) NEW ENGLAND A5TER (G) NEON SPLASH SPIREA / (G) INKBERRY HOLLY / (7) PARDON ME DAYLILIE5 L/ (4) NEW ENGLAND ASTER *; BUILDING LANDSCAPE DETAIL SCALE: I " = 10' va com '9Sp ygl7/ BUFFERYARD T (I ^RIVERBIRCH >R7„F (25) BLAGKEYEDSUSAN 14� (2) INKBERRY HOLLY (2) INKBERRY HOLLY /-- (G) RED ROCKET CREPE MYRTLE o \ EED ♦ DB9J4' N911 PGGS ♦ PRE-V q 4 s . LANDSCAPE CODE REQU I REM ENTS o, FOUND 112" REBAR a 5TREETSCAPE: W/ LINCOLN CAP ti� / LARGE TREE SHALL BE REQUIRED FOR EVERY FORTY (40) FEET OF ROAD FRONTAGE OR PORTION THEREOF ENTIRE PARCEL FRONTAGE: 244.09 Lf/40 = G. I OR 7 TREE5 REQUIREID G EXISTING + I PROPOSED= 7 TREES A5 5HOWN / U5 ROUTE 29 5CREENING AT LEA5ED AREA FRONTAGE: 5-3 SCREEN MATERIALS REQUIRED; 5A5ED ON THE MIN. 10' WIDEREQUIRED BUFFER AREA Large Canopy Trees 1/1 ,000 SF 14G LF x 10= 14GO/I 000 = 1 .46 cr 2 REQUIRED 5 STREET TREES (EXISTING OR PROPOSED) + 3 LARGE CANOPY TREES IN RAINGARDEN t W 20 CESO N\W.omtol■o.00■ Medium Canopy Trees I/1 ,000 5F 14G LF x 10= 14GO/ 1000 = I .4G or 2 REQUIRED 2 TREES A5 SHOWN N N N Under5tory Trees 1/500 5F 14G LF x I0= 14GO/500 = 2.32 or 3 REQUIRED 3 TREE5 A5 SHOWN o N o Evergreen Trees 1/1 75 5F I4G LF x I0= I4GO/1 75 = 8.3 or 9 TREES REQUIRED 9 TREES A5 SHOWN Shrubs 1/200 5F 14G LF x 10= 14GO1200 = 7.3 or 8 SHRUBS REQUIRED 2 1 5HRU135 AS SHOWN + RAINGARDEN SHRUBS I Iv I �L�tvlc rHlcr.11vc, Isalvvo�,Hr�v r�tc�r�: REQUIRED 5% OF PAVED AND VEHICULAR CIRCULATION AREA I G,13 1 SF (WITHIN LEASED AREA) @ 5% = 80G.55 5F REQUIRED 1 140 SF A5 SHOWN I TREE 4 3 SHRUBS PER 10 PARKING 5PACE5 10 5PACE5 / 1 0 = I TREE REQUIRED 2 TREE5 AS SHOWN 1 0/ 3 = 3.33 or 4 5HRU55 REQUIRED I I + 5HRU55 A5 SHOWN SOUTH ADJACENT LEASED AREA PROPERTY BUFFER: 5-2 SCREEN MATERIALS REQUIRED; BASED ON THE MIN. I O' WIDE KEQUIRED BUFFEIR AREA Large Canopy Trees 1 / 1,000 5F 154 LF x 10 = 1 540 / 100 = 1 .54 OR 2 REQUIRED 3 TREE5 A5 SHOWN Medium Canopy Trees 1 / 1 ,000 5F 154 LF x 10 = 1 540 / 100 = 1.54 OR 2 REQUIRED 2 TREES AS SHOWN Under5tory Trees N/A Evergreen Trees 1 / 175 5F 154 LF x 10 = 1 540 / 1 75 = 8.8 OR 9 REQUIRED 9 TREE5 A5 5HOWN Shrubs 1 /200 5F 154 LF x 10 = 1 540 /200 = 7.7 OR 8 REQUIRED 8 5HRU55 A5 5HOWN ACi DB TREE COVERAGE: I O% REQUIRED N/F FIRST GOLD LEAF WENDELL W WOO BK 4659. F PARCEL#04500—OC (1) ZELKOVA LITTLE HENRY5WEfT5PIRE PARDON ME LEASE AREA ONLY 22,533.9 @ 1007o = 2,253.4 5F REQUIRED TREE PROTECTION AT EDGE OF CONSTRUCTION LIMITS, VERIFY LOCATION WITH CWNER'5 REPRESENTATIVE ON-51TE ILTER LANDSCAPE PLAN SLY APPROVED-5DP20OG-G 14 5DP20 J 4-34 SITE LANDSCAPE PLAN SCALE: I'=20' (-FNIFPA1 I AN[n(:: ('APF PFOl IIPFNAFNITc, I . ALL PLANT MATERIALS SHALL 3E NURSERY GROWN AND SHALL BE PLANTED IN ACCORDANCE WITH THE LANE5CAPE SPECIFICATIONS ADOPTED JOINTLY BYTHE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER F THE AMERICAN 50CIffPY OF LANDSCAPE ARCHITECT5. 2. DIAMETER5Of PLANT MATERIALS AS DRAWN ARE REPRESENTATIVE OF PLANTS AT OR NEAR. MATURITY RATHER THAN AT INITIAL PLANTING. 3. THE PLANT LIST 15 INTENDED A5 A GUIDE FOR THE LANDSCAPE CONTRACTOR. IN THE EVENT Of DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE PLANT L15T AND ON THE DRAWING, THE GREATER NUMBER SHALL APPLY. 4. LANDSCAPE CONTRACTOR STALL COORDINATEPLANT IA15TALLAT10N SEQUENCE WITTI IRRIG<TION CONTRACTOR. 5. ADJU5TMENT5 IN LOCATIONS OF PLANT MATERIALS MAYBE NECESSARY DUE TO NEW OR EXISTING UTILITIES OR SITE OBSTRUCTIONS. SET NEW TREE5 A MIN. 10' FRDM NEW OR EXISTING UTILITY LINES. ADVISE PROJECT MANAGER BEFORE THE ADJUSTMENTS ARE MADE. G. ALL 5HRU55 OCCURRING IN 60NTIN0005 ROW OR FORMAL ARRANGEMENT SHALL HAVE UNIFORM HEIGH SPREAD AND HABIT OF GROWTH. FOP, PERENNIAL LOCATIONS, FILL AREA WITH QUANTITY OF PLANTS DESIGNATED; EVENLY SPACED. 7. A MINIMUM OF 8" DEPTH 0- NEW TOF501L SHALL BE PLACED IN] ALL BED AREAS BY LANDSCAPE CONTRACTOR PRIOR TO PLANT INSTALLATION. E3ACKFILL ALL 5HRU135 AND TREE5 WITH BACKFILL MIX OF ONE PART COMF05T TO THREE PARTS TCP501L. 8. PLACE WEED BARRIER IN AL SHRUB BEDS: 5OZ. WOVEN, NEEDLE -PUNCHED, POLYPROPYLENE FABRIC, OVERLAPPING THE SEAMS. 9. MULCH TREES AND SHKUI55 WITH MIN. 3" DEPTH OF "BLACK GO)LD" OR APPROVE.) EQUAL, BLACK DYED SHREDDED I-ARDWOOD MULCH. MULCH PERENNIALS WITH 2" DEPTH OF MULCH. MULCH SHALL EXTEND IN A CONTINUOUS LAYER WITHIN PLANTING BED5 FROM FACE TO FACIE OF 51TE STRUCTURE - WALKS, BUILDING, CURBS, CR OTHER PLANT BED LIMITS. 10. ALL BED EDGES SHALL BE �PADE-CUT AND CLOSELY ALIGN AS P0551BLE WITH EDGE5 A5 SHOWN ON DRA'NING. KEEP MULCH A MIN. 1/2" BELOW ADJACENT PAVED SURFACES. 1 1. 50D ALL LAWN D15TURBEDAREA5 WITHIN PROJECT LIMITS AS NJOTED ON CIVIL DRAWINGS; INCLUDING OUT TO PAVEMENT EDGES. REFER TO CIVIL DRAWINGS AND VERI=Y EXTENT WITH PROJECT MANAGER. 12. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR ONE-YEAR FROM DATE OF OF ACCEPTANCE. PRIOR TO END OF WARRANTY PERIOD CONTRACTOR SHALL REPLACE ALL TTZE5, 5HRU155 OR PLANTINGS NOT ALIVE OR IN A HEALTHY GROWING CONDITION.. 13. ALL 51TE PLANTINGS OF TREE5 AND 5HRUB5 SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREE5 15 PROHIBITED. 5HRUB5 AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORTTHE OVERALL HEALTH OF THE PLANT. 3,432 5F A5 SHOWN CiY. PLANT NAME TREE CANOPY EACH SP" COVERAGE TOTAL LEA5E AREA LARGE CANOPY TREES 2 ZELKOVA - Zelkova 5errata 'Village Green' 452 904 MEDIUM CANOPY TREES 3 RED MAPLE - Acer rubrum 'October Glory 397 I 9 I 1 RIVERBIRCH - Beiula nigra 'Heritage' 397 397 UNDERSTORY TREES 2 E6 GRAPE MYRTLE - Lager5troemla Indat ica x faurlei 'Nchez 77 154 RED ROCKET GRAPE MYRTLE - 12ger5troemla ind,ca 'Whit IV' 77 4S2 EVERGREEN TREES 18 FOSTER'5 HOLLY - Ilex x attenuata 'Fosteri 18 324 **5F COVERAGE PER TREE FROM THE PREVIOUSLY APPROVED 5DP200G-G 14 5DP2014-34 PI ANIT NAATFPIA1 C, I lc',T CITY. PLANT NAME MINIMUM INSTALLED 51ZE LARGE CANOPY TREES 1 WILLOW OAK - QUerCU5 PhCii05 3-1/2" cal. B/B 2 ZELKOVA - Zelkova serra;a 'Village Green' 2-1/2" cal. 13/13 G' Clear Trunk MEDIUM CANOPY TREES 3 RED MAPLE - Acer rubrun 'October Glory 2-1/2" cal. 13/13 G' Clear Trunk 4 RIVERBIRCH - Betula nlg-a 'hentage' 2 112" cal. BIB 5mgle-5tem UNDERSTORY TREES 7 CRAPE MYRTLE - Lager5troemla Indlca x faunal 'Natchez' 8' ht. 5/5 or cunt. 6 RED ROCKET CRAPE MYRTLE - Lager5troemla mdlca 'Whit IV' 8' ht. BID or cont. EVERGREEN TREES 18 FO5TER'5 hOLLY - Ilex x attenuata 'Fo5terl' G' ht. B/B SHRUBS 21 GLOSSY ABELIA - Abelia x grandlfiora" 30" ht. B/B or # 5 Cont. 42 NORTH STAR DWARF BOXWOOD - BUXU5 5empervlren5 'Katerberg' 18" ht. B/B or #3 cont. 3 DWARF BURFORD HOLLY - Ilex cornuta 'Burford Nana' 24" ht. B/B or #5 cont. 21 INKBERRY HOLLY -Ilex clabra'Compacta` 24" B/B or #5 8 NEON 5PLA5h SPIREA - Splrea bumalda 'Neon 5pla5h' 24" B/B or cont. 10 LITTLE HENRY 5WEET5PIRE - Itea wrgmlca '5prlch` 24" B/B or Cont. 3 SWEET PEPPERBU5h - Clethra alnifoila 30" ht. #5 cont. PERENNIALS 15 PARDON ME DAYLILIE5 - Hemerocallrb x'Parcion Me' # I Cont. 25 BLACK-EYED 51_15AN - RLdbeckla hlrta' # I corm. 15 NEW ENGLAND ASTER - 5ymphyotichum novae-angllae* # I Cont. Denotes Virginia Native Plants LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOW'S DR. YELLOW SPRINGS, OHIO 45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign @bizwoh. rr.cam LICENSED IN: OH, KY, PA, IN, IL, MS,. MI, VA, TX, OK, AZ, CO & LIT 0 N W w rn f 3 � w w g w a U) IL W_ o > Lu Q of w Z Z Q a W a w W H of J of J Q W Z Z E= 3 ti Z O CO N Z T_ O O N N LUJ Z LLI = J UJ J U) Ow z~ U) ZQ LU U Z_ LU J O� J > LU 0 0 2020 CESO. INC i g�'PLTH � C) ROGER E. BEAL yi 1955 9 U� PE NAME ROGER E. I REGISTRATION NO: LA, 400001955 EXPIRATION DATE: 0b/31/2020 Project No. 757280 Scale R E B Drawn REB Checked TJV Date 03.06.20 Drawing Title LANDSCAPEI PLAN Drawing No. L— 1 . 0 (1) RED MA! (1) 5CARLET 0 (8) RED 05IERDOGWO( (1) SWEET ( (3) NINEBARK (4) 5PICEBU5H (1) WILLOW OAK — (1) SCARLET OAK (3) NANNYBERRY VIBURNUM (1) BLACK GUM ORAIN GARDEN #3 LANDSCAPE PLAN A PREVIOU51-Y APPROVED 5DP20OG-G 1 20 0 20 40 NORTH GRAPHIC SCALE (IN FEET) NORTH GRAPHIC SCALE iIN FEET) RAIN GARDEN PLANT MATERIALS PREVIOUSLY APPROVED 5DP2000-01 QTY. PLANT NAME MINIMUM INSTALLED 51ZE TREES 1 BLACK GUM - Ny55a 5ylvatica I " cal. B/B 1 WILLOW CAK - QUerCU5 p116105 I " cal. B/B 1 SCARLET 1DAK - Quercu5 coccmea I " cal. B/B SHRUBS 4 5PICEBU5H - Lmdera benzoin 3G" ht. #5 cont. 3 NINEBARK - Phy5ocarpu5 opuhfollu5 36" ht. #5 cont. 3 NANNYBERRY - Viburnum lentago 30 ht. #5 cont. 3" DEPTH OF BLACK DYED MULCH I KEEP CLEAR WITHIN A FEW INCHES OF l SOIL DAM WATERING BA51N BACKFILL: PLANTING 501L MIX PER SPECIFICATIONS REMOVE TOP 1/3 OF BURLAP (MORE IF POSSIBLE WITHOUT DAMAGING KOOTBALL) OR ENTIRE CONTAINER PLANT MOUND -COMPACTED BACKFILL UNDI5TURBED SOIL PLANT INSTALLATION DETAILS I ✓/� ROOTBALL DIAMETER 2X ROOTBALL DIA. (MIN.) SHRUB PLANTING DETAIL GEOTEXTILE FABRIC; WEED BARRIER UNDER GRAVEL MULCH OVERLAP JOINTS AND TURN UP AGAINST WALL AND CURB ©GRAVEL MULCH INSTALLATION NT5 BIO-FILTER PLANT MATERIALS PREVIOU5L'f APPROVED 5DP2000-01 � 5DP20114-34 CITY. PLANT NAME MINIMUM INSTALLED 51ZE TREES 2 RED MAPLE - Acer rubrum I " ca1. 5/5 3 5WEETGUM - Liquldambar 5tyraclflua I " cal B/B 3 BLACK GUM - Ny55a sylvatica I " cal 13/5 3 SCARLET OAK - Quercu5 coccmea I " cal. 13/13 3 WILLOW OAK - Quercu5 phell05 I " cal. B/B SHRUBS 9 SWEET PEPPERBU511 - Clethra almfoha 30 ht. #5 cont. 8 RED OSIER DOGWOOD - Cornu5 5tolonlfera 3G" ht. #5 cont. 8 5PICEBU511 - Lmdera benzom 3G" ht. #5 cont. 9 NINEBARK - Phy50carpu5 0puhf0l1U5 3G" ht. #5 cont. 9 NANNYBERRY - Viburnum lenta,3o 3G" ht. #5 cont. 2 - 2" X 2" WOOD STAKES DRIVEN 18" BELOW PIT - ATTACH TO TREE WITH 18 GAUGE WIRE WRAPPED WITH H05E BACKFILL: PLANTING 501L MIX m PER SPECIFICATIONS o_ J eKOOTBALL G" MIN. LEAVE SOLID 501L PEDESTAL DO NOT DIG DEEPER THAN DIAMETER G" MIN. BALL DEPTH 2X DIA, ROOTBALL DO NOT PRUNE OR DAMAGE LEADER OF TREE ROOT COLLAR TO BE AT OR A UFTLE ABOVE 501L LEVEL 3" DEPTH OF BLACK DYED MULCH KEEP MULCH AWAY FROvI TRUNK 2"-3" 501L DAM WATERING DA51N (4' MIN. DIA. FOR TREE5 PLANTED IN LAWN AREA5) 4 DEPTH OF HOLE AS REQUIRED TO PLACE ROOT q\\'\COLLAR 2 ABOVE FIN15H GRADE UNDISTURBED 501L `REMOVE TOP 1/3 OF WIRE BASKET OR BURLAP FROM ROOTBALL (MORE IF P055IB)_E WITHOUT DAMAGING ROOTBAI 11 IV U I C3: I .INDIVIDUAL TREES IN LAWN AREAS SHALL RECEIVE A 4' MINIMUM DIAMETER MULCHED CIRCLE. 5HADE TREE PLANTING DETAIL CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA A5 SHOWN ON PLAN 5 P NOTE5: " 1. NO EQUIPMENT SHALL OPERATE IN51DE THE PROTECTIVE FENCING NOR 511ALL MATE IAL5 BE STORED WITHIN THE PROTECTIVE FENCING. D TREE PROTECTION DETAIL N.T.5 County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp HI-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; ® Grade changes requiring tree wells or walls; 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: It]' Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tmdc Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. yaaem, F9 swt 5/27/2020 OWNER SI ATURE (DATE) May 27, 2020 CONTRACT P I ASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1 .5" OPENINGS; COLOR ORANGE. STEEL P05T5 INSTALLED AT 8' O.C. - 2" x G' 5TEEL T-PO5T5 OR APPRCVED EQUAL. — MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLAN5. LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box 472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign @bizwoh.m.mm LICENSED IN: OH, KY, PA, IN, IL, MS, M1, VA, TX, 0K, AZ, CO &. UT C E SO uss.omsolmo.00n N N N d ,6 O N 0 o 0 0 N E rn y F o w N of w W Z EL w EL rn (L � w Lu z 00 g W a a > w F iY m Z J Q UJ Z = w Z O M N Z T— O N LLI CD N > Z = UJ LLI J J_ Ow U) ' o ZO o � < J U ZQ wU Z_ J LLI > Olcl� J > Q (Q V C, 2020 CESO, INC o ROGER E. BEAL z 1955 �Z14PE Vi"�� NAME: ROGER E. BEAL REC..I5TRATION NO: LA 400001955 EXPIRATION DATE. 08/31/2020 Project No. 757280 Scale REB Drawn REB Chocked TJV Date 03.06.20 Drawing Title LANDSCAPE I Drawing No. PLAN L-1.1 GENERAL IRRIGATION REQUIREMENTS 1. THE IRRIGATION SYSTEM 15 DIAGRAMMATIC BASED UPON THE INFORMATION PROVIDED BY THE OWNER OR THE OWNERIS REPRESENTATIVE. THE SUCCESSFUL CONTRACTOR 15 RESPONSIBLE TO INSTALL A SYSTEM THAT WILL PROPERLY COVER ALL AREAS INDICATED ON THE DESIGN. ACTUAL LAYOUT OF PIPING, SPRINKLER HEADS, VALVES, CONTROLLERS AND OTHER RELATED EQUIPMENT SHALL BE DETERMINED ON SITE. MINOR FIELD CHANGES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. IT IS THE RE5PON515ILTY OF THE IRRIGATION CONTRACTOR TO BE FAMIILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS OF WALLS, STRUCTURES AND UTILITIES AND MAKE THE NECESSARY ADJUSTMENTS TO ACCOMMODATE THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS. THERE MAY BE TIMES 1VHEN IT 15 OBVIDUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES OR DIMENSIONS THAT EXI5T MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING, SUCH 0155TRUCTION5 SHOULD BE BROUGHT TO THE ATTENTIONS OF THE OWNERIS AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT TF115 NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL A35UME FULL RE5PON51BILITY FOR ANY REVISIONS AND COSTS THAT OCCUR. 2. THIS SYSTEM SHALL BE INSTALLED LSING ACCEPTED AND QUALITY INSTALLATION STANDARDS AS USED IN THE INDUSTRY. ALL MANUACTURERS SPECIFICATIONS WILL BE FOLLOWED. 3. MAINLINE SHALL BEBUPIED A MININUM OF 1 2" OF COVER AND A MAXIMUM OF 18" OF COVER. LATERAL LINE PIPING A MINIMUM OF 1 2" OF COVER. ALL BACKFILL SURROUNDING THE PIPE SHALL BE CLEANED OF MATERIALS LARGER THAN I" IN SIZE. BACKFILL SHALL BE ADDED IN G" INCREMENTS AND MECHANICALLY TAMPED. 4. SYSTEM DESIGN 15 BASED ON PRESSURE AND FLOW INFORMATION PROVIDED BY OTHERS, STATIC PRESSURE WAS GIVEN AS 70 PSI AND THE SIZE OF THE P.O.C. IS AS INDICATED ON THE DRAWING. THE IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT DIFFERENCES BETWEEN REQUIREMENTS AND THE ACTUAL READINGS TO THE OWNERIS REPRESENTATIVE. A BOOSTER PUMP MAY BE NECESSARY IF THE REQUIRED PRESSURE IS NOT AVAILABLE. ADDITIONAL COSTS SHALL BE SUBMITTED TO THE OWNER AS A CHANGE ORDER. 5. PIPING SHOWN IN PAVED AREA WITHOUT SLEEVE 15 DIAGRAMMATIC AND SHALL BE LOCATED INSIDE OF PROPOSED SLEEVES, THE PLANTED AREA OR TURF AREA APPROXIMATELY I I FROM ANY HAPDSCAPE. G. ALL VALVES SHALL BE PLACED IN VALVE BOXES AS SHOWN IN THE DETAILS AND ALL ELECTRICAL CONNECTIONS SHALL BE SEALED WITH WATERPROOF CONNECTORS. CONTROL WIRE SHALL BE SOLID COPPER WIRE U.L. APPROVED FOR DIRECT BURIAL IN THE GROUND. SEE D ETAI L5. 7. CONTROLLER, RAIN SENSOR; METER; TAP AND BACKFLOW LOCATIONS ARE AS SHOWN ON THE PLAN OR AS STATED IN THE DETAILS AND LEGEND. ALL INFORMATION IS TO BE VERIFIED PRIOR TO ANY IN5TALLXTION OF THE PROJECT. 8. THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR ALL CLEAN UP ASSOCIATED WITH HIS WORK. 9. IRRIGATION CONTRACTOR SHALL ALL PROVIDE THE FIRST WINTERIZATION, SPRING TURN ON, HEAD ADJUSTMENTS AND CONTROLLER MAINTENANCE IN BID. va $�.com WALL MOUNT: I, o, II \ �Q'q"SLEEVE \\\\\\ OQO00 ll \ \ \\\ \ (V / r/r 4" SLEEVE ,k 1" MAIN nar TO BE MOUNTED IN UTILITY ROOM NEXT TO SEPViCE PANEL. 2O FLOOR INSIDE BUILDING. OGFI RECEPTACLE AND LOCKING SWITCH. I I OV POWER SOURCE FOR RRIGATION TIMER, SEE LOCAL CODE. ® IRRIGATION CONTROLLER, MOUNT ON INSIDE WAU.OF BUILDING. INSTALL WITH PVC ELECTRICAL CONDUIT (GRAY), WITH LONG SWEEP ELBOWS. O LONG SWEEP ELBOW, ELECTRICAL CONDUIT (GRAY) 5CH40 PVC. SEE ELECTRIC CODE.. © WALL BRACKET STAND OFF TO ANCHOR CONDUIT TO WALL, 5EE LOCAL ELEC- CODES. O ELECTRICAL CONDUIT (GRAY), SIZE I" MINIMUM. FOR I IOV POWER SUPPLY. SEE LOCAL ELECT. CODES. O ELECTRIC CONDUIT (GRAY) 5CH40, FOR LOW VOLTAGE IRRIGATION CONTROL WIRE TO REMOTE CONTROL ZONE VALVE. SIZE TWICE THE SIZE OF WIRE BUNDLE. RAINBIRD ESP CONTROLLER NTS SECTION VLI VY LLIY VYIILI\ Y VY /'YLL 2 /// 4-4" SLEEVE Drip \ 1 , 3 / 3 3 / /3 SITE IRRIGATION PLAN / / SCALE: I " = 20' NORTH IRRIGATION DETAILS BUILDING PLASTIC TIE DOWN 5TKAP RAIN 5EN50K � MOUNTING BRACKET WIRE TO IRRIGATION CONTROLLER 5ECURE WIRE WITH CABLE TIE BRACKET ( I OF 2) NOTE: MOUNT 5LN50F ON ANY51JRFACE WHERE IT WLL BE EXPOSED TO UNOB5TKUCTED RAINFAL, BUT NOT IN PATH Of 5PKINKLER 5PKAY, NO MORE THAN 300' FROM RECEIVER UNIT. MOUNT RECEIVER UNIT ND FURTHER THAN G' FKDV CONTROLLER. RAINBIRD RAIN SENSOR NTS SECTION GRAPHIC SCALE (IN FEET) RAINBIRD DV-100 ELECTRIC VALVE NTS NCH LINEAR LENGTH OF WIRE, TILED HER PROOF CONNECTION OF 2) AG VE BOX WITH COVER: ?-INC-1 SIZE 5H GRADf/TOP OF MULCH 40TE CONTROL VALVE: LIN BIRD DV 5CH 80 NIPPLE (CLOSE) 5CI' 40 FILL 5Cr 80 NIPPLE °NGTH AS REQUIRED) I\(IOF4) 1 40 ELL MAINLINE PIPE 501 40 TEE OR ELL 5C - 40 MALE ADAPTER LATERAL PIPE o -INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL SECTION C E SO w.......,...eom 000 (V N N N to (D N co Cl) N O 0 O IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL N 0 0 00 @ 10 Ram Eird 1 504 10 5er1e5 MPR E Q T H F Ram Eird 1 604 12 5erle5 MPR Q T H TQ F 1 ® Ram Dlyd 1604 15 5erle5 MIFF W on C > Q T H TQ F W of x SYMBOL MANUFACTURER/MODEL g Ram B1rd XCZ- 100-PRF a p F- 3 Area to Receive Driphne z LL w Ram Emd XFD-06- 16 (22) Z Z g a w w B ~ SYMBOL MANUFACTURER/MODEL w Z ~ Rain Bird PGA Globe u_ z O d Ram Bird 5-RC Z NibcO TI-6 BF Zurn 375 1 " O © Ram Eird ESP41VE N Ram Bird WR2-R5 N L rigation Lateral Line: PAC CIa55 200 5DR 21 (D — — — Irrigation Mainline: PVC CIa55 200 5DR 2 1 Q IU J - Pipe Sleeve: PVC Schedule 40 U J J U) Valve Callout O LU # Valve Number Z #II # Valve Flow � ' < J Valve Size o U) Z = u.1 U Z W J O� -J Q � Q Z fQ V LANDSCAPE ARCHITECT: YELLOW SPRINGS DESIGN PO Box472 205 PARK MEADOWS DR. YELLOW SPRINGS, OHIO45387 (0) 937.767.8199 (M) 937.654.8199 yellowspringsdesign@bizwoh.rr.com LICENSED IN: OR KY, PA, IN, IL, MS, M.I, VA, TX, OK, AZ, CO & UT 2020 CESO, INC W Co ROGER E. BEAL r 1955 1"9 � NAME: ROGER E. BEAL REG15TRATION NO: LA 40000 555 EXPIRATION DATE: 05/31 /2020 Project No. 757280 Scale REB Drawn 999 Checked TJV Date 03.06.20 Drawing Title SITE IRRIGATION • , Drawing No. L-2.0 io 2" W SAFETY YELLOW _ GRIP STRIPS BY R.C. N MUSSON RUBBER CO. AT NOSING OF LANDING- O N �x -< 3x4xx WIDTH yb L.L.V. ) ( v OF STAIR STL. ANGLE TO EMBEDDED PLATES - i 11 •J EMBEDDED WELD PLATES) BY HOLLOW CORE MANUFACTURER (4"x4"x)B" W/ (2) Y2"0 x 4Y8" HEADED STUDS). PROVIDE PLATE @ EACH END OF STAIR OPENING TYP. PAINTED PT-4 10 GA FORMED Z (WELDED) RISER, TYP. PAINTED PT-4 3"x2"x3/16" ANGLE (WELDED) (L.L.H.), TYP. PAINTED PT-4 WELD 16 GA SHEET TO UNDERSIDE OF STRINGERS TO FULLY ENCLOSE BOTTOM OF STAIRCASE. METAL PAN TO BE PAINTED PT-4 GRIP STRUT PLANK GRATING STAIR TREAD. 12" DEEP x 21/2" HIGH x WIDTH SHOWN ON PLAN, 12 GA. STEEL (TYP OF 15) WITH (4) TREAD CLIPS AND SELF TAPPING SCREWS AT EACH TREAD FASTENED INTO WELDED ANGLES ON STRINGERS. 14'-0" OPENING INSIDE OF STEEL FRAMING 1x2x14 GA. T.S. NOSING PAINTED PT-4 FULL PEN TYP. AT WEB AND FLANGES V SQUARE 10 GAUGE PICKETS, PAINTED PT-4 CFYP.) 1 112" SQUARE 10 GAUGE TOP AND BOTTOM RAILS, PAINTED PT-4 11/4' SCHEDULE 40 PIPE HANDRAIL, PAINTED PT-4 PROVIDEY4" STL. CLOSURE PLATE EXTENSION FOR SLAB HANGERS AT EACH END OF CUT HOLLOW CORE SLAB. PAINT PT-4 FRP EXTENDED DOWN FROM WALL (BEYOND) RUN PANELS VERTICAL TO MINIMIZE SEAMS (TYP.) �P. RED FIRE CORNER TRIM @ EDGE. SIMILAR TO DETAIL 1/A-2 N.M. GUARDRAILING AROUND PERIMETER OF STAIR OPENING. REFER TO DETAIL 6/A-7. 3"x3"x1/ 4" ANGLE "TOE KICK" MECHANICALLY FASTENED @ 24"o.c. (MAX 4" FROM CORNERS) 4" CONC. TOPPING .I I eI o K PRECAST HOLLOW CORE SLAB HOLLOW CORE CONIC. HANGER. PAINT PT-4 `.\ I I � O N N WALL CONST. ANCHORED \ TO FLOOR AS REQUIRED. 2 SEE KEYNOTE 17. CLOSURE PLATE 3"x10"x1/4" STRINGER BASE WELD AND GRIND W PLATE WITH 1/2"0 EXPANSION _8" x z w z a SMOOTH, TYP. BOLT, TYP. DO NOT PENETRATE :2_ � UO WATERPROOFING �v & Q STAIR DETAILS SCALE: 1" = V-0" HYDRODUCTS 220 • A CONCRETE WALL AND FOOTING DRAINAGE COMPOSITE >a -..• BITUTHENE& LIQUID MEMBRANE BITUTHENEG k • • 2.3 mm (0.09 In.) MINIMUM MEMBRANE PREPRUFEOTAPE oV . ,.. BITUTHENEe MEMBRANE STRIP BRUTHENE® LIQUID trR °• ?• :9 MEMBRANE"aQ ' -} 6 .• \• ,iK a . O f 1 a ePREPRUFE 30OR MEMBRANE THIS DRAWING DEPICTS MANUFACTURER'S STANDARD WATERPROOFING DETAILS. REFER TO DRAWINGS HEREIN FOR SPECIFIC FOUNDATION CONSTRUCTION. NOTE: THE ABOVE IS WITHIN GRACE MANUFACTURING WARRANTY SPECIFICATIONS. THIS DETAIL IN NO WAY RELIEVES THE CONTRACTOR FROM FOLLOWING ALL MANUFACTURER SPECIFICATIONS. Bituthene Liquid Membrane terminallon ." Hydroduct° 220 * • 8 System 40DO Surface - - - Conditioner Backfill Hydroduct ' _ 0 Coi1600 « Preprufe:C:;:Ir ik Preprufe Tape • •': Bituthene 4000- Footing 'Ilv Liquid Membrane 3132 in. (2.3 FIRM) minimum GCP Applied Technologies Membrane Installation • ALL SURFACES MUST BE FREE FROM DIRT, GREASE, DUST, CONCRETE GROUT, OR OTr-'.. L4 CONTAMINANTS. • BITUTHENE LIQUID MAYBE APPLIED AT TEMPERATURES ABOVE 26' F 07 WATERPROOFING DETAIL SCALE. N.T S. Ci F- a U. c FLOOR PLAN KEY NOTES:O 1. 11" PVC CHASE UP THRU SLAB w/ LIP OF PIPE EXTENDING 1" BELOW FINISH FACE OF CEILING. COORDINATE LOCATION w/ STRUCTURAL, PLUMBING, AND CEILING PLANS, 2. DIRTY UNIFORM CABINET. 3. LINE OF CHASE ABOVE. 4. GEAR OIL CANISTER. 5. ROUTE PROCESS PIPING FROM DRUM TRANSFER STATION @ UPPER LEVEL, DOWN IN CHASE TO LUBE BAR DRUM TRANSFER IN LUBE PIT. COORDINATE ROUTING IN FIELD. 6. MECHANICAL DUCT ABOVE. SEE MECHANICAL PLANS. 7. PROVIDE UNDERSLAB WATERPROOFING BENEATH ENTIRE LOWER LEVEL- SEE WATERPROOFING DETAILS THIS SHEET. 8. OIL/WATER SEPARATOR - SEE PLUMBING PLANS. 9. ABOVE SLAB SUMP PUMP - SEE PLUMBING PLANS. 10. BELT RACK 11. BUMP HAT STORAGE. 12. CHANGING BENCH - REFER TO DETAIL 3/A-1 13. LUBE PIT/SUMP CROCK BASIN. 14. CORK BOARD BY G.C. - REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION 15. TIRE ROTATION AIR LINE LOCATION. G.C. TO COORDINATE W/VENDOR. 16. (NOT USED) 17. WALL ENCLOSURE UNDER STAIRS. INSTALL 5/8" PLYWOOD OVER 2x4 STUDS. FINISHED FACE OF PLYWOOD TO BE ALIGNED WITH OUTSIDE FACE OF STAIR STRINGER. INSTALL FT - ON SURFACE, ALL SIDES LINE OF WALL (REFER TO PLAN & SECTIONS FOR WALL TYPES) 2 LAYERS OF 3Ya" PLYWOOD FINISHED PL-1 2x6 BLOCKING - SECURED TO WALL %" PLYWOOD KICKER @ 24". O.C. FINISHED PL-1 BENCH DETAIL FIXTURE AND EQUIPMENT SCHEDULE - 3 BAY SUE OVERALL) ELECTRICAL PLUMBING MST UPPB I CITY DESCRIPTION MANUF. MODEL$ BY REMARKS W D H V PH HP KW AMP CW HW FW W GAS 100 7 20' WORK STATION FAN DAYTON GRAINGER 42LY89 20' 6- 18' Vo GC GC GCTO PROVIDE BLOCKING IN WALL AS REQUIRED f01 2 500 GAL TOTAL SINGLE WALL I TBD SR-500 60' 32: W OWNER GC PER UT 142 SPECIFICATIONS GC SHALL RECEIVE, SET AND COMPARTMENT TANK VENTTANKS 102 2 SLID GAL TOTAL SINGLE WALL 2 COMPARTMENT TANK TBD SR50050/50 60' 32' W OWNER GC PER UL IV SPECIFICATIONS GC SHALL RECEIVE, SET AND 2SO GAL EACH COMPARTMENT VENTTANKS 103 1 200 GAL TANK WASTE OWNER GC ANTIFREEZE 600 GALTOTAL SINGLE WALL SR600ER 104 3 3 COMPARTMENT TANK TBD 33/33/33 76' 3T 64' OWNER GO UL 142 SPECIFICATIONS GC SHALL RECEIVE, SET AND PEUL142S 200 GAL EACH COMPARTMENT 200 3 CATWALK w/STEPS AND DEVON EMS law 52• OWNER DEVON HANDRAILS 201 a DRUM SUPPORT BRACKET DEVON INDUSTRIES E903-B OWNER DEVON 202 3 DRIP CATCH PAN DEVON INDUSTRIES E903-DP OWNER DEVON NOT SHOWN ON PLAN 203 3 OIL FILTER DISPENSING RACK DEVON INDUSTRIES B04 OWNER DEVON 204 3 TECHNICIAN TOOL BOARD DEVON INDUSTRIES. E430-V OWNER DEVON 205 a UTILITY SHELF(2-HEMDEVON INDUSTRIES. E300-2 OWNER DEVON M-307 MOLDED RUBBER BUMPER BOTH BOTTOM CORNERS 206 3 UTIUTY SHEC(3-TIER) DEVON INDUSTRIES E300-3 OMER DWON M-307 MOLDED RUBBER BUMPER BOTH BOTTOM CORNERS TECHNICIAN STEP STOOL UPPER LEVEL - 207 1 UPPER LEVEL A111,122=A320BBC21`6-D9990010 NOT SHOWN ON PLAN. ONE ATfACH CATWALKAND COTTERMAN LOWER LEVEL OWNER 6C ONE AT UPPER LEVEL 3 LOWER LEVEL g2N=22A320FVC22LIBBC2P6-D9990ar1 300 PSEE INVEWORYSHELVING DEVON INDUSTRIES E-601 OWNER DEVON SEE PLANS TO DETERMINE LINEAR FOOTAGE NEEDED 00A SEN INVENTORY SHELVING DEVON INDUSTRIES E-601(1'41' DEPTH) OWNER DWON SEE PLANS TO DETERMINE LINEAR FOOTAGE NEEDED 301 1 CASHIER/ COMPUTER STATION w/ DEVON INDUSTRIES o030-DX 3P 305' 54' OWNER DEVON BLACK DOORS 302 3 PEDESTALPOSTPODIOM DEVON INDUSTRIES CP-09 OWNER DEVON G C TO PROVIDE ELECT REF ELECTRICAL PLANS 0 PEDESTAL POST PODIUM DEVON INDUSTRIES HE13OWNER DEVON G C TO PROVIDE ELECT SPACE SAVER REF ELECTRICAL PLANS 303 2 TUBE DISPENSING CONSOLE II DEVON INDUSTRIES E101 30' 14' 4g. OWNER DEVON REQUIRES 26"XIO' FLOOR '6 DISPENSERS OPENHOSE GUIDES INCLUDED w/UNIT (BY GO 304 3 ROWNG DRAIN PAN DWON INDUSTRIES E203 OWNER DEVON NOT SHOWN ON PLAN 305 3 'PIT BULL' SAFETY NET FEW UNUMRED. PIT PULL OWNER GC OPTIONAL TO43o5.pnpOYER VERIFY W/OWNER REP_ SEVICES; INC AUTOMATIC TRANSMISSION FLUID 306 1 EXCHANGE EQUIPMENT PR 158' 295' 44' 115 1 2 OWNER OWNE0. ANTIFREEZE DRAIN AND FILL RTI 28' 21" 44' OWNER OWNER 307 1 SYSTM 309' 1 FLUID EVACUATOR FLUID EVACUATORS EZi 10'0. 30' OWNER OWNER NOT SHOWN ON PLAN 309 3 LOW RISE CAR NFL NORCO 79324G WMOC ACCESSORIES OWNER GC PLUMB DEVON 310 2 WINDSHIELD WASHER FLUID VISIBLE SOLUTIONS OWNER OWNER 10S GALLON TANK 311 1 OIL DISPENSING BAR OWNER DEVON 312 2 ANTIFREEZE TANK OWNER GC IDS GALLON TANK WITH PNEUMATIC PUMP 400 1 AIRCOMPRESSOR MYLOR-8EALL SINGLE PHASE VT-735-120-1$ WIRING BY GC VIBRATION ISOLATION DAMPERSON THREE PHASF OWNER GC COMPRESSOR SHALL BE INSTALLED BY ZONES 401 NOT USED 402 1 ELECTRONIC TIMER DRAIN VALVE SYSTEM AIRCEL. OWNER OWNER INSTALLED ON BOTTOM OF AIR COMPRESSOR 403 3 1 HOSE GUIDE ASSEMBLY ATMFfE OWNER DEVON 404 2 HOSE REELS ALEMITE OWNER DEVON 405 4 AUTOMATIC TIRE INFTATOR HALTEC CORPORATION 89-XDA-VAV 110 1 OWNER HALTEC 0) STAND; ALL OTHERS WALL MOUNTED, PER PIPING 406 1 SERVICE BELT RINGER MILTON nos GC GC TOP H05E 500 2 LOCKERS 31" 21W MW OWNER GC SECURE TO WALL PER MANUPS RECOMMENDATIONS 501 4 WAITING ROOM CHAIRS OWNER OWNER 502 1 STOOL OWNER OWNER 503 1 SECURITY CABINET OWNER GC 504 3 RECTANGULAR CONVEX MIRROR GRAINGER 1GZ1 18' W GC GC MOUNFATA AFF. 600 SEE ELEVS LOGO SIGN OWNER SIGN GC SHALL COORDINATE w/ SIGN CONTRACTOR 601 ESEE LANE INDICATOR SIGN OWNER SIGN GC SHALL COORDINATE w( SIGN CONTRACTOR 700 1 GRAB BAR -3V BOBRICK B68OU36 GC GC 701 1 GRAB BAR -42' BOBRICK B680602 GC GE 702 1 TOILET PAPER HOLDER BOBRICK B-685 GC GC 703 3 PAPER TOWEL DISPENSER GRAINGER TEETS 124/4' FEW 14W GC GC 704 1 LIQUID SOAP DISPENSER GRAINGER BUSTS 7- 5W NEW GC GC 704A 2 FOAM SOAP DISPENSER GRAINGER 3WU72 V 4' 10$1 GC GC 6010 DISPENSER 705 1 MIRROR BOBRICK B-16SX1836 GC GO 706 1 GRAB BAR - IV(VERTICAL) BOBRICK B7806X18 GC GO 707 1 BABY CHANGING STATION KOALA "RE KB200-M CREAM GC GC GC TO PROVIDE BLOCKING AS REQUIRED 708 1 REFRIGERATOR AMANA AS12175GRB GC GC 21 CF SIDE BY SIDE - BLACK w/ ICE MAKER BEST BUY SKU# 6191419 708 - "REFRIGERATOR (ALTERNATE)•' FRIGIDAIRE LFSS2312TE GC GC 22.E CF SIDE BY SIDE - BLACK W/ ICE MAKER LOWE'S REM# 852865 FIRE EXTINGUISHER IUB ABC ALL FIRE EXTINGUISHERTYPES/ MODELS SHALL BE 300 5 AMEREX M56 GC GC CONFIRMED WITH LOCAL FIRE MARSHAL PRIOR TO W/ WALL MOUNT BRACKET PROCUREMENT AND INSTALLATION FIRMING SECURnY SAFE TO BE PROVIDED w/ (5) KEYS VENDOR CONTACT; 801 1 FLOOR SAFE GROUP M82014K-5G4440 6C GC SUSAN JENKINS (800) 452 G5.3158 cell (812) 5572460 901 1 MURAL OWNER GC 902 4 SNAP FRAME DISPLAY 28- db" OWNER GC 903 1 1 TABLE & 4 CHAIRS OWNER GC BREAKROOM FURNITURE 904 2 INFORMATION SIGN 28- 44' OWNER GC 905 3 1'-10" X Y-6' ACCESS PANEL BEST ACCESS DOORS SKU: BA-AHO-22-30 22' 30' 6C GC W6 1 ANTIFREEZE WASTE SINK NV 12' 14" GC GC SEE DETAIL I/A-7 907 2 FAST TRACK RACK (GLOVE DRYING) RUBBERMME, MODELT 48" RAIL (BLACK) V. 2' GC GC PROVIDE MOUNTING HOWR.&10 COMPACT HOOKS 909 3 OILYWASTEOAN I GRAINGER 3AD94. Ical 18, GC Gp (1) PER BAY IN LUBE PIT ` 300 907 907 11 o T 10y2' 8 10y" _ DUCT CLOSET 1 -300 s'-D" a'-o" �� 0 13 ® O CLEAR SPACE NOTE: 11 04 703 i - I CHANGING ROOM 1'-10y" d' l'D'J r I10 I SIM BREAK AREA • !/ 7 \ / 4 12 A-6. � 903 ° / \ 3 AIR FLOW 100 A-7. - L CO r D1 I _ q> b 5 0 0 0 0 ��°0 100 °on°9 °° (°��°��°n°°aJ9 -F (°n°o� 100 o00 � (V �� 800 dill - - F A-7. 1�708 .. 310 °� I°n° ° ° °09 °°°°°°°°°°° P.s°s°¢°s°s°o°II 201 a_oIR__LOWa°11�„ °O`o-°a°J Iv Io°o°o° o°o°� 0 0 0 0 0 0 I�_s..o=na_s..o9 � vl g°o°o°o°o°o°o 0 0 0 0 0 0 � �°o°o°o o°o°o 0 0 0 0 0 0 LUBE PIT F.E. w - I _ _ z: • "ti 310 J °000°° I°a°s°a%.o°e°e9 00000°000°o° o 0 0 0 0 0 Los..es s..v.9 00000000000� o00000 P.Q°s°¢_o°s°�I g-o 0 0 0 0 o'I oo°000°o°o°o 0 0 0 0 0 0 ee..s_e_.v.,.o_aJ o0000000p°°o 205 Q9°4°o=°0°O.J �tl o ov e o o`I °o°o°o°o°o°o 0 0 0 0 0 o e9,.9-Q=O.SLQ-I 0 0 0 0 0 o �o o 0 J U z J /\ L X O .•: W a' •� 312 J I°9_PP49 I� o 0 0 0 0 0 o°°°°°°°° �I o 0 0 0 0 o Psoo=oMQJ 0 0 0 0 0 0 0 0 0 0 TYP. �I Psso=soJ o 0 0 0 0 o o°°°°°°°°°o TYP 15 w J- J rn TYP 7 ,/ - 6 L3 4 �.g Iw- o W f- O W. w z 312 p rJII �o°s°q_y°s°o9 I I o 0 0 0 o ° o° o a o� o 0 0 0 0 0 �ryF I°a°s°o>_oo°.a°a9 �I E's°s°o_.o°s°� 0 0 0 0° o �I L'v°s°on�°s°e°1 II`.J 0 0 0 0 0 0 EI- +I a �� •4 a O 0 Los..e_s _ _ Ps..s_e_= °o°o°o°o°o°o A_7. _ Ca..2o=,-q-o-I F I m w Oo°o°o°'o°o°o°� �•. �� °oo° II III � 09� 0 0 0 0 0 0 �_ � ��°� � g°o°o°o°o°o°o 0 0 0 0 0 0 o° 0 0 0 O � �_ f?e..s_a-o...o_ol o 0 0 0 0 0� � pl 0 0 0 0 0 0 2 44 203 ° O° O° O � L'1 Of LU z th o LU B •5 "a H CL R I 103 0 0 0 0 0 0 000000 IzIS I..1. a os..a9 n o°o°o°o ooO�°o°o°o°o°o°o 0 o"S®o-� II 0 0 0 0 0 0 0 0° o 000000 P F1 P.Q._a_as..�aJ 0 0 o`T`o� II II 0 0 0 0 0 o II�I'I T o00000 201 6 L.0000 v.�aJ '206` o°o°o°o°o°a 1] LP I .� ABOVE 0 0 0 0 000 o°°°°°°°o°o°� °000°000°o°o I�-9-•ago-Q••o9 �� 0 0 0 0 00 l 1 Ps A1RF OW' -I 0 0 0 0 0 0 000000000°0° 200 P�...n--°n�v.,�--°-I 3'-B 3/4" �� 12'-11 72 o � 1, �0000a000000 \� 0 oPdo�d �ao 100 v°o ``i 00000°°°000 908 //J o °_° o �i STAIR WIDTH F.O. WALL TO STAIR ,• / C A-7. IS00 A-`} 5 BULK OIL \/ c c c c c c 0 0 104 0 0 u a c o a 0 O 0 0 0 0 0 O 0 0 104 0 0 0 0 104 0 0 0 o o 02 O o 0 n o 0 0 0 102 0 0 O 0 0 101 0 ° O ° O 0 101 0 O300 O o O o Q o O o Q o O o O o Q o O o O o O o O o Q o 0 0 0 0 0 0 0 0: LU a o. ;4. la in g LU w 3 3 0 Z 0 7 m CESO WWW.CEBOINC.COM 380E RIGBY ROAD, SUITE 300, MIAMISBURG, OF. 45342 PHONE: (937) 43"584 FAX: (888) 2084826 N N O O I (O (V O O 2020 INC w w En 0-' ~ W O LU IL IL o T_ ��•�1 D M N N LU > Z LU Q J = J U> J_ U) Z Q J () 2 WU Z w > 0 N > W /Q V N 0 E rn N 0 Project No. 757280-01 Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title LOWER FLOOR PLAN Iq OVERALL BUILDING LENGTH F' LOWER LEVEL FLOOR PLAN NOTE:LIGHT BROOM FINISH ON PIT FLOOR WITH (3) COATS OF NOTE: REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 0 SCALE: 1 /4" = 1 r-10" 3BRH-STnD Al Lower Level Floor Plan.dwg MASTERKURE CC HIGH GLOSS. TWO COATS AT TIME OF INITIAL FINISH NOTE: (2) 500 GALLON WASTE OIL TANKS SHOULD BE PLACED AT END OF Drawing No. A-1 AND ONE COAT AFTER CLEANING, JUST PRIOR TO TURNOVER. ACCESSIBLE END OF BUILDING FOR TRUCKS, BASED ON SITE CONDITIONS 2'-5' 1 ' 2C5" I w 0 z C0 E FINISH SCHEDULE FINISH LEGEND FINISH NOTES ROOM UPPER LEVEL FLOOR BASE WALLS CEILING / EXPOSED STRUCTURE REMARKS Mark I Color Finish Manufacturer Product A. B. C. W-1 FINISH SHALL BE MARLITE .090 PANELS. CONTACT (330) 343-6621. USE B-1 BASE w/ THIS WALL FINISH. W-2 FINISH IS AVAILABLE THROUGH CRANE COMPOSITES. CONTACT: KEVIN BELLINGER @ (704) 904-4730. PROVIDE STANDARD FRP TRIMS & MOLDINGS IN COLORS TO MATCH FRP FOR FINISHES W-1 & W-2. COMPLY w/ MANUFACTURERS INSTALLATION GUIDELINES USING ONLY FULL HEIGHT WAINSCOT Primers: HEIGHT I BOTTOM TOP Pi Tinted to match Sherwin Williams Heavv Dutv Block Filler B42W46 WAITING AREA F-2 B-1 PR-3/PT-1 PER INT. ELEV. W-1 PR-3/PT-1 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT PR-2 Tinted to match Sherwin Williams Pro -Cryl Primer B66 -310 Series PR-3 Tinted to match Sherwin Williams Prep -Rite 200 Prim er B28W200 OFFICE F-2 B-1 PR-3/PT-5 PER INT. ELEV. W-1 PR-3/PT-5 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT UNISEX RESTROOM F-2 B-1 PR-3/PT-1 PER INT. ELEV. W-1 PR-3 PT-1 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT Paints: PT-1 SW7012 (Creamy) Gloss Sherwin Williams Water Base Industrial Enamel B66-300 Series MECHANICAL ROOM F-3 PR-1/PT-5 I PR-2/PT-5 PT-2 SW7515 (Homestead Brown) Gloss Sherwin Williams Sher -C I HPA B66 -300 Series APPROVED ADHESIVES AND SEALANTS. SERVICE BAYS F-1 B-2 PR-3 PT-5 PER INT. ELEV. W-2 PT-5 PR-3/PT-3 SEE 3/A-7 FOR WAINSCOT DETAIL PT-3 Ceiling White Gloss Sherwin Williams Water Base Industrial Enamel B66-300 Series D. E. (NOT USED) PROVIDE LIGHT BROOM FINISH @ CONCRETE SURFACES SCHEDULED TO RECEIVE F-3. UTILITY ROOM F-3 B-1 PR-3/PT-5 PER INT. ELEV. W-1 PR-3 PT-5 PR-3/PT-3 SEE INTERIOR ELEVATIONS FOR WAINSCOT PT-4 Valvoline Red Gloss Sherwin Williams Water Base Industrial Enamel B66-300 Series Color to match Pantone 485 RED STORAGE AREA F-1 B-2 PR-3 PT-5 PER INT. ELEV. W-2 PR-3 PT-S PR-3/PT-3 SEE 3/A-7 FOR WAINSCOT DETAIL PT-5 Ultra White Gloss Sherwin Williams Water Base Industrial Enamel B66-300 Series DRUM TRANSFER STATION LOWER LEVEL F-1 B-2 PR-3 PT-5 PR-3/PT-3 Wall Panels: LUBE PIT F-3 B-1/131-2 PR-1/PT-S PR-2/PT-5 W-2 ON STAIR WALL W-1 S-490N Light Gray Smooth Marlite FRP Panel w/ Matching Color Trims -Class C BREAK/LOCKER AREA F-3 B-1 PR-1/PT-5 PR-2/PT-5 W-2 Mauna Loa (1295) Satin Sandstone Crane Composites FRP Panel w/ Matching Color Trims -Class C F. F-1 SHALL BE A SEAMLESS, RESINOUS QUARTZ FLOORING SYSTEM AS MANUFACTURED BY SILIKAL OR DUR-A-FLEX. QUARTZ FLOORING SYSTEM SHALL CONSIST OF 61 CQ SELF -LEVELING BLACK SURFACE COAT, FOLLOWED BY BROADCAST COAT C70% BLACK, 10% BLUE, 10% GREY, 10% WHITE), FOLLOWED BY TWO TOPCOATS OF R71 SEALER. INTEGRAL BASE IS INCLUDED AS PART OF THIS FLOORING SYSTEM. PROVIDE YELLOW CAUTION STRIPING AND BLUE END -OF -BAY MARKING INTEGRAL w/ FLOOR FINISH - SEE FLOOR PLAN. PAINT TO BE SHERWIN WILLIAMS, PROPARK WATERBORNE TRAFFIC PAINT - BLUE. FOR PRICING, DISTRIBUTION, AND INSTALLATION, CONTACT THE FOLLOWING: *JOHN COTHRAN (SILIKAL) (864) 328-4572 *MATTHEW SIMPKINS (DUR-A-FLEX) (317) 690-4696 *GREG SOLTIS (RES-TEK) (404) 805-6494 CHANGING ROOM F-3 B-1 PR-1/PT 5 PR-2/PT-5 DUCT CLOSET F-3 B-1 PR-1/PT-5 PR-2/PT-5 Plastic Laminate: PL-1 Dove Grey Matte Wilsonart Standard HPL Finish D92-60 ITEM FINISH REMARKS NOTES: 1. ANY MOISTURE PROBLEMS SUCH AS ROOF LEAKS, IMPROPER GRADING, ETC. MUST BE CORRECTED PRIOR TO PAINT APPLICATION. 2. CLEAN & PREPARE ALL SURFACES ACCORDING TO COATING MFG. RECOMMENDATIONS. 3. ALL GALVANIZED SURFACES SHALL BE CLEANED WITH SOLVENT AS RECOMMENDED BY MFG. PRIOR TO PRIMING AND PAINTING W/ MTL PRIMERS. RUSTED AREAS SHOULD PREPARED PER SSPC-SP2 OR SP3 HAND OR POWER TOOL CLEANING & PRIMED WITH PR-2 PRIOR TO APPLICATION OF SPECIFIED FINISH COATS. 4. ALL SURFACES SHALL RECEIVE (2) APPLICATIONS OF TOP COAT, APPLIED ACCORDING TO MFG. RECOMMENDATIONS. 5. ENTIRE DOOR & FRAME SHALL BE PAINTED ONE COLOR AS NOTED. 6. ALL WELDS SHALL BE GROUND SMOOTH PRIOR TO PRIME COAT. 7. ALL EXPOSED LINTELS SHALL BE PAINTED THE SAME COLOR AS THE DOOR FRAME AT MAN DOORS AND TO MATCH THE DESERT SAND METAL COLORS AT ALL OTHER EXPOSURES. Floor Finish: EXPOSED STEEL AT LUBE PIT OPENINGS "VALVOLINE RED" SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMING. F-1 See Finish Note F Silikal / Sherwin Williams Seamless, Resinous System - See Finish Note F I EXPOSED STEEL AT STAIR "VALVOLINE RED" SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMING. F-2 51910 Classic Black Armstrong I 12"xl2"xt/8" VCT (Wax Floor) F-3 Clear I High Gloss I MastureKure I MastureKure CC 300 3 Coats Min, See Finish Note E STAIR RAIL "VALVOLINE RED" SEE SPEC 9901 WIRE BRUSH RUST SPOTS PRIOR TO PRIMING. Base: - B-1 Black Smooth Roppe or Eq. 700 Series 4" Rubber Cove Base B-2 See Finish Note C Silikal Seamless, Resinous S rtem Solid urface: SS-1 Baja Melange #9030 MIL WilsonArt Gibralter (Window Sills) IIPPFR I FVFI 1 Qa GENERAL NOTES A. INTERIOR WALLS SURROUNDING RESTROOMS AND OFFICE SHALL BE PROVIDED w/ SOUND BATT INSULATION TO EXTENT FULL HEIGHT TO INSULATED CEILINGS, TRUSS, OR JOIST SPACI TO ACHIEVE VIOC ACCEPTABLE SOUND ENCLOSURE. VAPOR BARRIER IS NOT REQUIRED IN THESE WALL. EXTERIOR WALLS PER R-VALUES REQUIRED, REFER TO SHEET A-4. B. ALL EXTERIOR WALLS & AREAS ABOVE CEILINGS (JOIST & TRUSS SPACES) SHALL BE PROVIDED WITH BATT INSULATION TO ACHIEVE A COMPLETELY INSULATED THERMAL ENVELOPE AS REQUIRED. PROVIDE VAPOR BARRIER PER LOCAL CLIMATE REQUIREMENTS. BLOWN -IN INSULATION IS UNACCEPTABLE. C. ALL GYPSUM BOARD IN SERVICE BAYS AND STORAGE AREA SHALL BE 5/8" HIGH ABUSE FIRE SHIELD BY NATIONAL GYPSUM. D. ALL WALLS EXTENDING TO UNDERSIDE OF TRUSSES SHALL BE BRACED TO STRUCTURE AS REQUIRED. PROVIDE NECESSARY BLOCKING FOR STABLE, SECURE INSTALLATION. E. REFER TO SHEET A-1 FOR EQUIPMENT SCHEDULE. F. DIMENSIONS FOR INTERIOR WALLS ON PLANS ARE TO ROUGH FRAMING (U.N.O.) G. VALVOLINE INSTANT OIL CHANGE DOES NOT PERFORM WORK ON VEHICLE FUELING SYSTEMS. IN THE CASE A FUEL SYSTEM IS IN NEED OF REPAIR, VALVOLINE EMPLOYEES ARE TO INSTRUCT VEHICLE OWNERS TO TAKE THE VEHICLE TO A LOCAL REPAIR STATION OFF PREMISES. H. REFER TO SHEET S-3.1 FOR FLOOR PENETRATION LOCATIONS I. ALL EXTERIOR OPENINGS ARE DIMENSIONED FINISH TO FINISH. KEY TO WALL TYPES EXTERIOR WALL: EXTERIOR WAINSCOT (FACE BRICK or STONE) OVER CAVITY/AIR SPACE WITH FACE BRICK or EIFS ABOVE, OVER AIR/MOISTURE BARRIER, OVER PLYWOOD SHEATHING (PER STRUCTURAL), OVER 2x6 WALL STUDS (TYPE & SPACING PER STRUCTURAL). PROVIDE 5/8" HIGH ABUSE GYPSUM WALL BOARD ON INTERIOR FACE OVER POLYETHYLENE VAPOR BARRIER. INSULATE STUD CAVITY WITH BATT INSULATION. REFER TO EXTERIOR ELEVATIONS FOR FINISHES. INTERIOR WALL: 2x4 STUDS @ 16"o.c. (UN.OJ or 2x6, 2X8 WHERE NOTED ON PLANS, w/ P.T. SILL PLATE AND DOUBLE TOP PLATES w/ 5/8" GYPSUM BOARD EACH SIDE. EXTEND WALL AND SECURE TO STRUCTURE. INSULATE STUD CAVITY WITH SOUND BATTS WHERE NOTED. NOTE: REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS FLOOR PLAN KEY NOTES 01 1. YELLOW SAFETY STRIPE INTEGRAL w/ FLOOR FINISH. REFER TO FINISH NOTE F & PIT OPENING PLAN DETAIL 4/A-9. 2. FRP FINISH THIS WALL (OR AREA). PROVIDE/INSTALL TRIM AS REQUIRED, REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, DETAILS 1/A-2, 2 & 3/A-7 3. PLASTIC LAMINATE COUNTERTOP AND WALL CABINETS. TOP OF FRP @ 52" A.F.F. REFER TO INTERIOR ELEVATIONS & DETAIL 5/A-7. 4. LINE OF METAL AWNING/CANOPY ABOVE. REFER TO DETAIL 8/A-6. 5. PIPE BOLLARD (SEE PLANS FOR QUANTITY/LOCATION). REFER TO DETAIL 6/A-10. 6. SINK/LAV. REFER TO INTERIOR ELEVATIONS & PLUMBING. 7. (2) WATER FOUNTAINS (HI/LO) REFER TO INTERIOR ELEVATIONS & PLUMBING. 8. ELECTRICAL PANEL. REFER TO ELECTRICAL. 9. DRUM TRANSFER SHELVING. REFER TO INTERIOR ELEVATIONS & DETAIL 4/A-7. 10. ROUTE LUBE BAR LINES DOWN IN SHAFT TO TANKS IN LUBE PIT. 11. PROVIDE SEALED/COLORED CONCRETE APRONS IN FRONT OF OVERHEAD DOORS. REFER TO CIVIL FOR EXTENT OF PAVING AND FINISH MATERIAL. 12. EXTEND FLOOR FINISH (F-1) TO OUTER EDGE OF SLAB @ BAY DOORS. 13. PROVIDE PVC SLEEVE ROUTED THROUGH CONCRETE SIDEWALK AND WALL FOR SERVICE BELL RINGER HOSE. COORDINATE REQUIREMENTS WITH VALVOLINE C.M. PRIOR TO SIDEWALK/CURB INSTALLATION. SEE DETAIL 9/A-3.2 14. PVC PIPE ROUTED THRU PRECAST PLANK/CONC. FLOOR SLAB TO LOWER LEVEL. LIP OF PIPE TO EXTEND V BELOW CEILING. TOP OF PIPE TO EXTEND 10" ABOVE SLAB. PROVIDE PVC CAP. REFER TO S-3.1 FOR LOCATION. 15. PROVIDE '11/"x1Y x16 GA. STAINLESS STL. CORNER GUARDS OVER FRP PANELS. GUARDS 7� S7I �P AT TOP OF FRP. REFER TO DETAIL 1/A-2. 16. PAINT EXPOSED MECHANICAL DUCT TO MATCH ADJACENT WALL SURFACE. REFER TO MECHANICAL. 17. EYEWASH LOCATION. REFER TO PLUMBING. 18. LINE OF SIGNAGE ABOVE. REFER TO EXTERIOR ELEVATIONS & SIGN SCHEDULE. 19. "OPEN" SIGN. REFER TO EXTERIOR ELEVATIONS, SIGN SCHEDULE, & ELECTRICAL. 20. EXTERIOR ACCESS DOOR. REFER TO EXTERIOR ELEVATIONS & DOOR SCHEDULE. 21, ANTIFREEZE FUNNEL BY G.C. MOUNTED ON WALL ABOVE PVC CHASE @ 30" A.F.F. REFER TO DETAIL 1/A-7. 22. ROYAL BLUE STRIPE INTEGRAL w/ FLOOR FINISH. REFER TO FINISH NOTE F & PIT OPENING PLAN DETAIL 4/A-9. 23. SLOPE CONC. TOPPING APPROX. 31 AROUND FLOOR DRAIN (TYP.) 24. LINE OF MECHANICAL EQUIPMENT. REFER TO MECHANICAL. 25. AIR PRESSURE SHUT OFF VALVE LOCATION FOR AIR COMPRESSOR. 26. AUTO AIR DRYER. (COORD. LOCATION IN MECH. ROOM w/ VIOC C.M.) 27. SMOKE DETECTOR (COORD. LOCATION IN MECH. ROOM w/ VIOC C.M.) 28. A/C MACHINE (BY OWNER). 29. NEW BATTERY DISPLAY (BY OWNER). 30. USED BATTERY DISPLAY (BY OWNER). 31. TOOL BOX (BY OWNER). 32. T-0" X 4'4' CORK BOARD (BY G.C.) 33. BLUE GUIDE SQUARE ON FLOOR - INTEGRAL W/ FLOOR FINISH. REFER TO FINISH NOTE F & PIT OPENING PLAN DETAIL 4/A-9. 34. WATER HEATER ON SHELF ABOVE. REFER TO DETAIL 7/A-7. 35. STOP POINT FOR FRP WALL FINISH. 36. NO FRP WALL FINISH THIS LOCATION. 37. AIRLINE PEDESTAL (BY OWNER). 38. ANTI -FREEZE WASTE SINK. REFER TO DETAIL 1/A-7. 39. ALUMINUM DOWNSPOUT. REFER TO EXTERIOR ELEVATIONS & ROOF PLAN 40. 3'-O" x 4'-0" x 3/4" PLYWOOD TELEPHONE BOARD PAINT PT-1 (BY G.C.) 41. 2" DIA. HOLE TO BE CORE DRILLED THRU PRECAST PLANK FLOOR (BY VENDOR). G.C. TO COORD. LOCATIONS w/ VIOC C.M. 42. STEEL GUARD SECURELY MOUNTED TO FLOOR (EACH SIDE OF DOOR). COVER/PROTECT ELECTRONIC EYE EQUIPMENT w/o BLOCKING SIGHT LINE. NOTE: WHERE FRP WALL PANEL OCCURS, RUN PANEL UNDER CORNER GUARD. SEE INTERIOR ELEVATIONS 2x WD. FRAM FRP WALL PANEL (TYP.) SEE INTERIOR ELEVATIONS GYP. BOARD (TYP.) -CORNERGUARD (SEE SPECS. or AS NOTED ON PLANS) DETAIL CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE, (937) 435-8584 FAX (888) 208-4826 2020 INC 0 0 N N O d) N M 7 C, CO N O O I y r � � w 0- O N_ CD M N N LLI Z W Q _J = J U> _J Cn LU Q O U) Z U LLI Z _J � > ry Q > LU Q c 0 N E a rn iB 0 m 0 scale AS NOTED Drawn C ESO Checked ELM Date 06.30.20 Drawing Title UPPER FLOOR PLAN Drawing No. A-2 EXTERIOR FINISHES EXTERIOR INSULATED DRYVIT (SANDPEBBLE FINE) FINISH SYSTEM : COLOR: E.I.F.S. 1 = #113 AMARILLO WHITE BRICK WAINSCOT: BELDEN - "MODULAR MIDLAND BLEND A" (GRADE TO PRECAST SILL) PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE) MORTAR: LEHIGH - "LIGHT BEIGE" MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER REFER TO SPECIFICATIONS. STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000 AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC" UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE" ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD" MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS" FANS, ETC. GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN" FASCIA & EXPOSED TRIM: STOREFRONT SYSTEM: 2x41/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING. H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT. COLOR SHALL BE "WHITE". HANDICAP STALL STRIPING: SHERWIN-WILLIAMS #TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE". SIGNAGE SCHEDULE NUMBER DESCRIPTION SIZE 600 LOGO SIGN 7'4' X 5'-11" (45 S.F.) PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 601 LANE INDICATOR SIGN 1 10'4" X T-4" (13.33 S.F.) PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 602 OPEN SIGN 2'-71/2" X 11 112- (2.52 S.F.) PROVIDED BY OWNER, INSTALLED BY G.C. 603 MONUMENT SIGN I REFER TO SHT. A-10a PER LOCAL AND DEVELOPMENTAL RESTRICTIONS 604 LOGO SIGN 4'-11" X 6-5" (31 S.F.) E.I.F.S. 1 (TYP.) THIN BRICK LOGO SIGN (600) J I E.I.F.S 1 SILL B.O. SOFFIT METALAWNING SNOW GUARDS LED SIGN (602) — I FACE BRICK 1-T.O. SILL I +4'-0" A.F.F. BRICK I T.O. SLAB l _ i OVERALL RIGHT M11iBi1Q17Y CONT. RIDGE VENT BRIDGE HEIGHT +�/-22'-7" A.F.F. ASPHALT SHINGLES (SEE EXT. FINISH NOTES AND ROOF PLAN) SECURITY CAMERA. — SEE SECURITY PLAN ALUM. GUTTER, FASCIA & DOWNSPOUTS +1-1 SOFFIT V +/_13'-6" A.F.F. E.I.F.S. 1 (TYP.) CONT.PRECAST CONC. SILL VT.O. SILL +4'-0-0" A.F.F. BRICK ELEVATION NOTES ILLUMINATED QUANTITY 1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD. 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. 3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/ VENDOR & OWNER'S REPRESENTATIVE. 4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. 5. EXHAUST FAN, VTRS & SIMILAR ITEMS ON ROOF SHALL BE PAINTED TO MATCH ROOF. INTERNALLY 2 NO 3 INTERNALLY 2 INTERNALLY 1 INTERNALLY 1 Valvoline _- Ill�mlm�nlr.��._ � /nstantOi/Change �-- ��Im��lml�� ` __.� �!'�1111f1■III�I�IG:�Iml�lml�l►. i I I --- MIN -----------I•---•1.��1�1— • 4 SLAB 0'4" A.F.F. FINISH MATERIALS TO CONT. BELOW SIDEWALK THIS LOCATION (SEE CIVIL) OVERALLFRONT K -7 `U,,=z01;1 0 i/ 1 A3.1 _ T.O. TOWE� 8'-11" A.F.F. NOTE: CENTER SIGN ON ROOF PEAK &AWNING BELOW. FIELD VERIFY ALL CONDITIONS B.O. SOFFIT ..M.1\. VNI LOGO SIGN (600) { E.I.F.S. SILL ALUM. GUTTER, FASCIA & D.S. (TYP.) % METAL AWNING SNOW GUARDS WALL MOUNTED LIGHT (TYP.) LED SIGN (602) PROVIDE 6" TALL VINYL ADDRESS NUMBERS AS REQ'D T.O. SILL 14 0" .F� BRICK CESO WIN CESOINC.CGM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 43"584 FAX: (888) 2084826 IN IN l c 0 2020 INC 0 N N /L/LI�I L! Z LU Q J = J U> J_ li Lu O� Q O Z = U W z_ J LJJ > ry Q > LLl C0/' z Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title EXTERIOR ELEVATIONS SCALE: 1/4" = V-0'I Drawing No. Ai EXTERIOR FINISHES SIGNAGE SCHEDULE ELEVATION NOTES EXTERIOR INSULATED FINISH SYSTEM : DRYVIT (SANDPEBBLE FINE) COLOR: E.I.F.S. 1 = #113 WHITE AND NUMBER DESCRIPTION SIZE ILLUMINATED QUANTITY 1. EIFS SHALL BE DRYVIT, CLASS PB DRAINAGE SYSTEM WITH FLUID APPLIED WATER RESISTIVE BARRIER BEHIND INSULATION BOARD. 600 LOGO SIGN T-8" X T-11" (45 S.F.) INTERNALLY 2 BRICK WAINSCOT: (GRADE TO PRECAST SILL) D BELDEN - 'MODULAR MIDLAND BLEND A" BE B 2. SIGNAGE SHOWN ON THESE ELEVATIONS IS FOR GENERAL PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 601 LANE INDICATOR SIGN 1 10'4" X T-4" (13.33 S.F.) NO 3 REFERENCE PURPOSES ONLY. ALL SIGNAGE SHALL BE APPLIED FOR & PERMITTED UNDER A SEPARATE SIGNAGE SUBMITTAL. PROVIDED BY OWNER, INSTALLED BY SIGN CONTRACTOR 3. G.C. SHALL PROVIDE BLOCKING IN STUD WALL BEHIND EACH SIGN AS REQUIRED BY SIGN VENDOR - FIELD VERIFY REQUIREMENTS W/ 602 OPEN SIGN 2'-71/2" X 111/2" (2.52 S.F.) INTERNALLY 2 PROVIDED BY OWNER, INSTALLED BY G.C. PRECAST SILL: CUSTOM CAST STONE - "LIGHT BUFF" (REFER TO SILL PROFILE) VENDOR &OWNER'S REPRESENTATIVE. MORTAR: LEHIGH - "LIGHT BEIGE" 4. ALL FLASHING, RIDGE CAPS, DRIP EDGE ETC. SHALL MATCH 603 MONUMENT SIGN I REFER TO SHT. A-10a INTERNALLY 1 PER LOCAL AND DEVELOPMENTAL RESTRICTIONS MASONRY SEALER: ALL MASONRY SURFACES SHALL BE TREATED W/SEALER REFER TO SPECIFICATIONS. GUTTER & DOWNSPOUT MANUFACTURER'S STANDARD DETAILS. PROVIDE VENTED RIDGE CAP WHERE SHOWN. 604 LOGO SIGN 4'-11" X 6-5" (31 S.F.) INTERNALLY 1 STANDING SEAM FIRESTONE UNA-CLAD KYNAR 500 / HYLAR METAL 5000 5. EXHAUST FAN, VTRS &SIMILAR ITEMS ON ROOF SHALL BE AWNING: FLUOROCARBON STEEL "CHAMPAGNE METALLIC" PAINTED TO MATCH ROOF. UNDERSIDE & FRAME TO BE PAINTED SW 6152 "SUPERIOR BRONZE" ROOF SHINGLES: OWENS CORNING DURATION SERIES "DRIFTWOOD" MISC. ROOF VENTS, PAINT TO MATCH SW7046 "ANONYMOUS" FANS, ETC. GUTTER, DOWNSPOUTS, BERRIDGE - "SIERRA TAN" FASCIA & EXPOSED TRIM: STOREFRONT SYSTEM: 2x41/2" KAWNEER TRIFAB VG 451T SERIES CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM W/1" INSULATED GLAZING. H.M. DOORS & FRAMES: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO -GYRE PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE SW-7515 "HOMESTEAD BROWN". PROVIDE MOCK-UP AND VERIFY COLOR W/OWNER. O.H. DOOR FINISH: CLEAR ANODIZED ALUMINUM PARKING LOT STRIPING: SHERWIN-WILLIAMS #TM226 SETFAST TM PAINT. COLOR SHALL BE "WHITE". HANDICAP STALL STRIPING: SHERWIN -WILLIAMS #TM2133 SETFAST TM PAINT. COLOR SHALL BE "ADA BLUE". 4 A3.1 T.O. TOWER +/_26-17A.F.F. B.Q. SOFFIT +/-23'-4" A.F.F. RIDGE HEIGHT +/-22'-T' A.F.F. EXHAUST VENT CAP — (SEE MECHANICAL) VTR- VERIFY QUANITY & LOCATIONS (SEE PLUMBING) SECURITY CAMERA. SEE SECURITY PLAN ALUM. GUTTER, FASCIA & D.S. (TYP.) B.O. SOFFIT +�/-13'-5" A.F.F. E.I.F.S. 1 (TYP.) T.O. SILL +4'-0-0" A.F.F. BRICK — T.O. SLAB 0�'-0" A.F.F. HOSE BIB FINISH MATERIALS TO — REF PLUMBING CONT. BELOW SIDEWALK THIS ELEV. (SEE CIVIL) RADIANT HEATER VENT - SEE MECHANICAL DRAWINGS (FIELD VERIFY LOCATIONS) SECURITY CAMERA. SEE SECURITY PLAN PROTECTION BOLLARDS ENCROACH ON DOORS BY 1" (TYP.) - SEE DETAIL 6/A10 3 A3,1 —� T.O. TOWER +/-28'-11"A.F.F. ACCESS PANEL, CONT. SEALANT AROUND ENTIRE FRAME WHERE FLANGE MEETS MASONRY OVERALLLEFT 3 EXTERIOR ELEVATH J SCALE: 1/4" = V-0" B.O. SOFFIT +/-23'-4" A.F.F. E.I.F.S. 1 (TYP.) THIN BRICK RAKE FLASHING @WALL BEYOND 1 B.O. SOFFIT +/_13'-5" A.F.F. METALAWNING SNOW GUARDS E.I.F.S. 1 (TYP.) CONT.PRECAST CONIC. SILL T.O. SILLh +4'0" A.F.F. BRICK T.O. SLAB 0'-0" A.F.F. CONT. RIDGE VENT RIDGE HEIGH� +/-22'-7" A.F.F. EXHAUST VENT CAP (SEE MECHANICAL) VTR - VERIFY QUANITY & LOCATIONS (SEE PLUMBING) ASPHALT SHINGLES (SEE EXT. FINISH NOTES AND ROOF PLAN) ALUM, GUTTER, FASCIA & D.S. (TYP.) B.O. SOFFD +/-13'-5- A.F.F. LANE INDICATOR SIGNS (601) TYP. WALL MOUNTED LIGHTS — E.I.F.S. 1 (TYP.) CONT.PRECAST CONC. SILL T.O. SILL +4'-0" A—F.F� BRICK T.O. S PRE -FINISHED ALUM. OVERHEAD DOORS 0'-0" A.F.F. FINISH MATERIALS TO CONT. BELOW SIDEWALK THIS LOCATION (SEE CIVIL) OVERALL REAR EXTERIOR ELEVATION 4F SCALE: 1/4" = V-0" CESO WWW.CESOINC.CON 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 43"584 FAX: (888) 2084826 IN IN l c 0 $i T_ O O N N Lu Z LU Q ___J = J U> J_ li LU Q O (� _ Z U W Z > ; ry Q > ry Lu 0 Z Q 2020 CESO, INC z Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title EXTERIOR ELEVATIONS Drawing No. A-3 NOTE: SHOW 3 TOWER DETAIL SCALE: 1/2" 2JZ" EIFS D.S. CONTINUES J (SEE ELEVATIONS) THIN BRICK 1& EIFS — LINE OF SIG BY OTHERS EIFS REVEAL SEE DETAIL 6/A-3.2 2y" EIFS — CONT. EIFS SILL EIFS REVEAL SEE DETAIL 6/A-3.2 5" EIFS (CONTINUES BEHIND AWNING) FACE BRICK CONTINUOUS PRECAST CONCRETE SILL PEN BRICK WAINSCOT v TOSCALE: 1WER DETAIL 2 A " BRICK WAINSCOT v TOSCALE: 1WER DETAIL 2 A " 8 � B 0 3 A4.1 TYP. ALL CESO WWW.CES01NC.00M 3801 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 43"584 FAX: (888) 2084826 2jz" EIFS ZJ " EIFS o 0 N N M Q m m O 11'-15, i". 1'_'I r1" f" 1 1 1 1 O O IN BRICK THIN BRI %" EIFS 1y" EIFS 'EAL SEE EIFS REV 5/A-3.2 DETAIL LASHING RAKE FLA: LL @ 017C ALE u TOWER DETAIL 11 SCALE: 1/2" = 1'-0" / a SIN 0 v 0 v 2}5" EIFS THIN BRICK 1/" EIFS LINE OF SIGNAGE BY OTHERS EIFS REVEAL SEE DETAIL 6/A-3.2 212" EIFS CONT. EIFS SILL LIGHT FIXTURES (TYP:) (SEE CEILING/ELECTRICAL) FACE BRICK CONTINUOUS PRECAST CONCRETE SILL BRICK WAINSCOT I w w rn � r yu Of w z w 3: a o T— O O N N Lu > Z LLI Q J = J U> J_ U) LU Q O i) 2 Z U Lu Z_ J O> 0� Q r) > ry Lu Z 2020 CESO, INC Project No. 757280-01 Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title TOWER DETAILS Drawing No. A-3.1 1Y2" GALV. VENT THRU ROOF FOR WINDSHIELD WASHER -PAINT NOTE: G.C. TO VERIFY FINAL PVC OUTLET LOCATION WITH VIOC RADIANT HEATER VENT CONSTRUCTION MANAGER SERVICE BELL PIPE DOWNSPOUT (DS) TO 2 REFER TO WALL SECTION/ELEVATIONS 90° ELBOW OUT OF STORM SEWER (TYP.) REFER A-4 A-3b A FOR EXTERIOR FINISHES WALL TO CIVIL FOR DISCHARGE D.S& /OR ROUTING (TYP.) ENSURE MAXIMUM CONCRETE o _ COVERAGE OVER PVC SLEEVE h D.S SERVICE BELL HOSE +I SLEEVE AND HOSE TO OUTLET FASTENED TIGHT TO I r ABOVE ASPHALT PAVEMENT. PACK STUDS AS REQUIRED +I OPENING WITH SEALANT EXTEND/SWEEP SLEEVE THRU ROOF TOP VENT CAP CONC. TOPPING AND TURN PAINT AS SCHEDULED UP INSIDE FACE OF WALL & (TYP. OF 3) SEE MECH. 1 ± 6'-0" 1 ^J ± 12'-3� ± 4'-3� t ` s THRU WD. SILL AS REQ'D. I 1 112- DIAM. PVC SLEEVE TO ± T-6" REST ON TOP OF PREFAB 3 CONC. PLANKS. TURN UP A-3b INSIDE F.O. WALL. 812 DENOTES EXTERIOR FACE OF WALL N 1 A-4 SERVICE BELL DETAIL J SCALE: 3/4" = T-0" D D.S 2 2 A_4 A CONTINUOUS RIDGE VENT CUSTOM PRE -CAST SILL DRIP EDGE OPRECAS�TS ILL PROFILE sc ALE: L DRYVIT AIR/WATER-RESISTIVE BARRIER COATING t� EXTENDED BEHIND FLASHING (SEE NOTE 3) APPROVED SUBSTRATE, u� FRAMING BY OTHERS 1 jJ(I BY OTHERS 3RYVIT AQUAFLASHO SYSTEM 2 iEM (SEE G OUTSULATION PLUS MD SYSTEM S DRYVIT ADHESIVE IN VERTICAL NOTCHED TROWEL CONFIGURATION APPLIED TO BACK OF EPS EPS INSULATION BOARD DRYVIT FINISH - ""•""' " DRYVIT BASE COAT ". "'• ;,t DRYVIT REINFORCING MESH EMBEDDED IN A DRYVIT BASE COAT DRYVIT DETAIL MESHO WRAPPED TO BACKSIDE OF EPS MIN. 2" (51 MM) N 3/4" (19 MM) MIN. j DRYVIT COMPATIBLE SEALANT WITH CLOSED r CELL BACKER ROD AND WEEP TUBES EVERY 24" (610 MM). BY OTHERS , +► a DRYVIT DEMANDITO OR COLOR PRIMETM ON SURFACE(S) TO RECEIVE SEALANT p*, DRYVIT DRAINAGE STRIP'"' ADHERED WITH n q , DABS OF DRYVIT AP ADHESIVE MASONRY VENEER SYSTEM or SILL, BY OTHERS a CONTINUOUS FLASHING, BY OTHERS h - SEALANT WITH BOND BREAKER, BY OTHERS PAPER BACKED EXPANDED METAL LATH OR OTHER SLIP SHEET, BY OTHERS 2 1/2" (64 MM] 2 1/2" (64 MM: BRICK/EIFS FL SCALE: 3" = T-0" 13Y ,OUTSULATION SYSTEM APPROVED SUBSTRATE DRYVIT ADHESIVE EPS INSULATION BOARD DRYVIT REINFORCING MESH EMBEDDED IN DRYVIT BASE COAT DRYVIT BASE COAT DRYVIT DETAIL MESHO EMBEDDED IN DRYVIT BASE COAT. OVERLAP REINFORCING MESH 21/2" (64 MM) DRYVIT BASE COAT DRYVIT FINISH ASHING DETAIL (19 MM) EIFS REVEAL DETAIL SCALE: 1112 = T-0" EIFS WITH CLASS PB DRAINING SYSTEM AIR/MOISTURE BARRIER SYSTEM (SEE SPEC.) EXT. GRADE SHEATHING (SEE STRUCTURAL) REVEAL WD. STUD FRAMING (SEE STRUCTURAL) BATT INSULATION _CTIONS FLASHING PROFILE w/ TURNED DOWN EDGE COLOR TO MATCH SILL 51, �4 EIFS WITH CLASS PB DRAINING SYSTEM AIR/MOISTURE BARRIER SYSTEM (SEE SPECS.) EXT. GRADE SHEATHING (SEE STRUCTURAL) FLASHING PER EIFS MANUFACTURER'S RECOMMENDATIONS (SEE PROFILE) SEALANT, BACKER ROD, & WEEPS PER EIFS MANUF. RECOMENDATIONS CONT. PRECAST CONC. SILL w/ CHAMFER MASONRY ANCHORS (TYP.) BATT INSULATION WD STUD FRAMING (SEE STRUCTURAL) BRICK WAINSCOT Qi?OI/8" AIR/ MOISTURE BARRIER SYSTEM (SEE SPECS), TYP EIFS DRAINAGE PLANE EIFS EXTERIOR FINISH WEATHER BARRIER ADHESIVE -BACKED ALUMINUM COUNTER -FLASHING AND RAKE FLASHING PER EIFS MANUFACTURER'S STANDARDS DRIP EDGE TERMINATION @ BOTTOM OF EIFS PER MANUFACTURER'S STANDARDS COUNTER -FLASHING TO MATCH EIFS COLOR EXTEND ROOFING FELT MIN. 8" UP FACE OF WALL ALUMINUM FLASHING ROOFING MATERIAL - SEE ELEVATIONS, SECTIONS, AND COORD. w/ SPECIFICATIONS WALL -ROOF DETAIL SCALE: 3" = V-0" SECURE BRAKE METAL PREFINISHED MTL. & TOP PREFINISHED DRIP EDGE MTL. DRIP EDGE II � 2X8 P.T. EAVE BOARD 2x OUTRIGGER FRAMING VENTED ALUM. SOFFIT W/ "1" MOLD TRIM NLPREFIN"ISP ED ALUM. BRAKE SECURE BREAK METAL MTL. WRAP. REINFORCEMENT 7!! @ BACK ROOM BEADS FORMED INTO BRAKE MTL. EQUALLY SPACED '1 GUTTER /EAVE DETAIL T % SCALE: 3" = T-0" NOTE: BLOCKING FOR PROVIDE ICE & WATER SHIELD UNDERLAYMENT SHEAR TRANSFER TO WALL BY W.R. GRACE PER MANUF'S REQUIREMENTS (SEE STRUCTURAL) (SEE SPECIFICATIONS) REFER TO ELEVATIONS/ROOF PLAN FOR PROVIDE INSULATIO FINISH MATERIALS BAFFLE TO PERMIT FREE 15# ROOF FELT OVER EXTERIOR GRADE SPACE FOR VENTILATION PLYWD. SHEATHING - SEE STRUCTURAL ROOF TRUSSES - DRAWINGS (BEYOND) 4 A3.2 ROOF BATT INSULATION METAL DRIP EDGE X-BRACING / 1 (SEE STRUCTURAL) CONTINUOUS GUTTER W/ SPIKE 2x6 BLOCKING AND FERRULE AT 16" O.C. / BETWEEN TRUSSES 2x8 FASCIA BOARD WRAPPED w/ PREFINISHED ALUM. 2x6 DOUBLE TOP PLATE (TYP.) VENTED ALUM. PANELS WALL BATT INSULATION EIFS WD. STUD FRAMING SEE SHEET A-5 THIN BRICK TYP. SOFFIT DETAIL SCALE: 3/4" = T-0" 4 6:12 NI LINE OF TOWER WALL BELOW 2'-3112" F.O. FRAMING 3 A3.2 co / w 21/2" THICK EIFS THIN BRICK AIR/MOISTURE BARRIER SYSTEM (SEE SPEC.) WALL SHEATHING - SEE STRUCTURAL DRAWINGS LINE OF PILASTER (BEYOND) VERIFY LOCATION OF BATT INSULATION IN WALLS AND CEILING SPACES t' / ROOF CONSTRUCTION. SEE NOTES ON DETAIL S 3/A3.2 FOR MATERIALS 3. ROOF TRUSS (SEE STRUCT.) TOWER SECTION SCALE: 3/4" = T-0" N io NOTE: GC TO COORDINATE ALL DUCTWORK AND PENETRATIONS THRU ROOF w/ TRUSS LAYOUT PROVIDE ICE & WATER SHIELD ROOF EDGE UNDERLAYMENT @ PERIMETER OF ROOF PER SPECS., TYP. D.S PREFINISHED ALUM. GUTTERS ASPHALT SHINGLES OVER CESO ICE/WATER SHIELD (TYP.) 8:12 2 WWW.CESOINC.COM A-4.1 OPP. HAND 3501 RIGBY ROAD, SU E 300, M AMISBURG, OH.45342 GOOSENECK INTAKE PHONE: (937)4355594 FAX: laeal2oe-4s26 D.S 1 N N A-4.1 OPP. o of HAND N o 0 , A-3a WASTE OIL VENT THRU LOWER LEVEL HIP ROOF (PAINT) VENT THRU ROOF (PAINT) 1 A-4 DENOTES EXTERIOR FACE OF WALL ASPHALT SHINGLES OVER ICE/WATER SHIELD (TYP.) ` PREFINISHED ALUM. GUTTERS PROVIDE ICE & WATER SHIELD ROOF EDGE UNDERLAYMENT @ PERIMETER OF ROOF PER SPECS., TYP. 2'-31/2' F.O. FRAMING 3 A3.2 roles 112" » 21/2" THICK EIFS THIN BRICK LINE OF BUILDING (BEYOND) AIR/MOISTURE BARRIER SYSTEM (SEE SPECS.) EXT. GRADE SHEATHING (SEE STRUCTURAL) WD. STUD FRAMING (SEE STRUCTURAL) EXTERIOR SIGNAGE (BY OTHERS), UNDER SEPARATE CONTRACT THIN BRICK METAL FLASHING COLOR TO v MATCH AWNING TOWER SECTION SCALE: 3/4" = T-0" N C 0 E U) 0 y of w F- LU F- Ct w L a O 0 z O Cn N N w j 0 Q w J U> J LLu Q O U) ZU W z_ J ; Q > Lu 0 Q 2020 CESO, INC Project No. 757280-01 scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title ROOF PLAN 1 TOWER SECTIONS & DETAILS Drawing No. A-3.2 C START POINT FOR TRUSS SPACING GIRDER TRUSS (SEE STRUCTURAL) SIM. OPP. 3 HAND A3.2 TRUSS BEARING HT. 14'-0" A.F.F. R-38 ATTIC BATT INSULATION (TYP.) R-20 WALL BATT INSULATION (TYP.)� EIFS 1 (TYP.) T.O SILL 4'-0" A.F.F. BRICK WAINSCOT (TYP.) TO. SLAB _ YO'-0" A.F.F. ia �T.O. SLAB Y 8'-101/2" B.F.F. O I� i \` \` \ \\ \\ \\ SCALE: 1/4" = T-0" NOTE: REFER TO INTERIOR ELEVATIONS SHEETS AND WALL SECTION SHEETS FOR FURTHER INFORMATION ON ITEMS SHOWN/TAGGED BELOW (TYP.) f8 LIGHT FIXTURE (TYP.) (SEE ELECTRICAL) \ EQUIPMENT OPENING IN HOLLOW — CORE FLOOR \\(SEE STRUCTU R AL) [7 RADIANT HEATER (TYP.) (SEE MECHANICAL) \ LOBE PIT PEN—/ /_6 ATTIC SPACE % � I WD. FRAMED HEADER 0 (SEE STRUCTURAL) 2x10 JOISTS @ 16"o.c. (SEE STRUCTURAL) SERVICE BAYS A \ WAITING AREA BREAK AREA 1 A-5 T.O. DBL. PLAT +23'-6" A.F.F. R-38 ATTIC BATT INSULATION (TYP.) +---SIGNAGE BY OTHERS UNDER SEPARATE PERMIT R-20 WALL BATT INSULATION (TYP.) T.O. PILASTER SILL +14'-0" A.F.F. R-20 CEILING BATT INSULATION (TYP.) B.O. FRAMING +10'-O" A.F.F'ZPr METAL AWNING CONT. PRECAST CONCRETE SILL T.O. SILL +4'-O" A.F.F� BRICK WAINSCOT (TYP.) ONCRETE APRON. REF. TO CIVIL DWG'S _ T.O. SLAB 0 -0" A.F.F. r WATERPROOFING OVER POURED CONC. WALLS (TYP.) -`" CONT. WATER STOP, TYP. T.O. SLAB_ gK 8' 10 1/2" B.F. FOUNDATION DRAINS (SEE PLUMBING) m CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 435-85a4 FAX: (888) 208AB26 W H W U uj w z a O Z V— C) m N N W Z W Q J = J U> J W Q O H cf) Q ZU W Z_ J ; > ry Q r) > ry W 0 Z Q C� 2020 CESO, INC Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title BUILDING SECTIONS BUILDING SECTION SCALE: 1/4" = T-0" BUILDING SECTION SCALE: 1/4" = T-0" BUILDING SECTION SCALE: 1/4" = T-0" Drawing No. A-4 LU w z z a 0 u TOWER PILASTER (TYP.) WALL SECTION 23'-6" A.F.F. TRUSS BEARING HT. THIN BRICK PLYWOOD SHEATHING AIR/ MOISTURE BARRIER SYSTEM (TYP.- SEE SPECS) EIFS DRAINAGE SYSTEM FACE BRICK FIRE BLOCKING AS REQUIRED ROOF TRUSSES — (SEE STRUCTURAL) BATT INSULATION (TYP.) 5/8"GYP. BD. CLG. — BATT INSULATION (TYP.) 2x6 PILASTER FRAMING Yz" PLYWOOD K PLYWOOD SHEATHING AIR/ MOISTURE BARRIER SYSTEM I (TYP.- SEE SPECS) — CONT. PRECAST CONCRETE SILL - REFER TO 8/A-3.2 4'-0" A.F.F. T.O. PRE -CAST SILL BRICK WAINSCOT w/ AIR SPACE / COUNTERFLASHING FLASHING WITH WEEP HOLES @ 16" o.c. CONCRETE WALK -SEE CIVIL DRAWINGS 0'-0" ^. T.O. CONCRETE SLAB 4 REFER TO WALL SECTION 1 THIS SHEET FOR ADDITIONAL FOUNDATION NOTES (4-101/2") T.O. CONCRETE SLAB 611 ROOF TRUSSES — (SEE STRUCTURAL) 14'-0" A.F.F. TRUSS BEARING HT. EIFS PLYWOOD SHEATHING AIR/ MOISTURE BARRIER SYSTEM (TYP.- SEE SPECS) 2x BLOCKING DES DRAINAGE SYSTEM MECHANICAL DOOR (TYP.) WALL SECTION -STANDARD TOWER BATT INSULATION (TYP.) 5/8" GYP. BD. CLG. — FIRE BLOCKING FIRE CAULK ANY PENETRATIONS AS REQUIRED 2x FRAMING 1/2" PLYWOOD, — TYP. ALL SIDES OF CHASE 110 3 1'-9y" FRAMING \ (,wo E SO I WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 4SM2 PHONE: (937) 4358584 FAX: (888) 208<826 I 14'-0" A.F.F. TRUSS BEARING HT. N N 0 0 � 2x8 EAVE BOARD WRAPPED w/ PREFINISHED ALUM. VENTED ALUM. SOFFIT EIFS PLYWOOD SHEATHING AIR/ MOISTURE BARRIER SYSTEM (TYP.- SEE SPECS) EIFS DRAINAGE SYSTEM CONT. PRECAST CONCRETE SILL - REFER TO 8/A-3.2 COUNTERFLASHING a FLASHING WITH WEEP HOLES / @ 16" o.c. 2x BLOCKING AT HEAD, SILL, AND JAMBS I I ACCESS DOOR, SEE SCHEDULE 1/2" PLYWOOD AROUND I ? OPENING PERIMETER BRICK WAINSCOT w/ AIR SPACE COUNTERFLASHING (TYP:) _ / FLASHING WITH WEEP HOLES @ 16" o.c. A-6.1 17,41 0' 0" T.O. CONCRETE SLAB O'd FINISH MATERIALS TO CONT. BELOW SIDEWALK THIS LOCATION (SEE CIVIL) I o.. CONCRETE WALK -SEE CIVIL DRAWINGS 0 o EXTEND WATERPROOFING OVER TOP OF HOLLOW CORE PLANK AS SHOWN w/ MIN. 3" LAP (TYP.) CMU INFILL, GROUT SOLID CAST -IN -PLACE CONCRETE (TYP. BELOW GRADE/CONC. APRON) 2020 CESO, INC WATERPROOFING TYP. 4" PERFORATED FOUNDATION DRAIN (OUTSIDE OF FOOTING) w/ FILTER FABRIC SOCK. ROUTE TO EXTERIOR SUMP PUMPS TYP. (REFER TO STRUCTURAL/PLUMBING) 8'-101/2") At, Project No. Scale Drawn Checked Date T.O. CONCRETE SLAB DrawngTitle ACCESS DOOR (TYP.) CONT. WATER STOP, TYP. WALL SECTION @ BUILDING END N C O N N E a U) C 0 y 0 of F- LU F- Ct w LU a O O Cn N N w > Q w J U> w �0 Z J Q � U) w v Z J > O� Q > w Z Q 757280-01 AS NOTED CESO ELM 06.30.20 WALL SECTIONS AND DETAILS SCALE: 3/4" = T-0" SCALE: 3/4" = T-0" SCALE: 3/4" = T-0" Drawing No. A-4.1 ROOF TRUSSES — (SEE STRUCTURAL) SIM SIM. \ 3 3.2 q 1'- / 1 _�1 23' 6 A.F.F. TRUSS BEARING HT. F.O. FRAMING F.O. FRAMING ROOF BATT INSULATION 6„ 2'-371" DBL 2x6 TOP PLATE 14-0" A.F.F. 14'-0" A.F.F.X IX TRUSS BEARING HT. / I TRUSS BEARING HT. / 5/8" TYPE "X" GYP. BOARD 1\ @ UNDERSIDE OF TRUSSES ` WALL BATT INSULATION 6" n / TYPICAL @ SERVICE BAYS 6„ N / V:N I EIFS DECORATIVE EIFS BAND WD. FRAMED DOOR OPENING HEADER (SEE STRUCTURAL) OVERHEAD DOOR (SEE SCHEDULE) 0' 0'((ASSUMED) T.O. CONC. TOPPING ° O: .p •p L. p. Al 9 � - J REFER TO WALL SECTION 2 THIS SHEET FOR ADDITIONAL FOUNDATION NOTES e• e` ( 8'-101/2") T.O. FLOOR SLAB a OVERHEAD DOOR (TYP.) 1� WALL SECTION SCALE: 3/4 =1'-0' EIFS 2x WD. STUD FRAMING (SEE STRUCTURAL) 5/8" GYPSUM BOARD EXT. GRADE SHEATHING (SEE STRUCTURAL) WALL BATT INSULATION AIR/ MOISTURE BARRIER SYSTEM (SEE SPECS), TYP I IWD. FRAMED DOOR OPENING +/- 7' 41/2" A.F.F. HEADER (SEE STRUCTURAL) B.O. OF HEADER � D A-6.1 EIFS RETURN (TYP.) @ ALL EIFS RETURN (TYP.) @ ALL DOOR/S.F. OPENINGS. DOOR/S.F. OPENINGS. STOREFRONT DOOR (SEE SCHEDULE) BRICK WAINSCOT RETURN (TYP.) @ ALL DOOR/S.F. OPENINGS. REFER TO WALL SECTION 2 THIS SHEET FOR ADDITIONAL FOUNDATION NOTES ° p ° p. ( 8' 10112") T.O. FLOOR SLAB •a 0 av 5 .: F• 'q r '' a• ENTRY DOOR (TYP.) 1� WALL SECTION SCALE: 3/4' = T-0" BRICK WAINSCOT RETURN (TYP.) @ ALL DOOR/S.F. OPENINGS. CEILING BATT INSULATION 5/8" TYPE "X" GYP. - BOARD @ UNDERSIDE OF ROOF TRUSSES WD. FRAMED DOOR OPENING HEADER (SEE STRUCTURAL) STOREFRONT GLAZING (SEE SCHEDULE) STOREFRONT DOOR (SEE SCHEDULE) 0'-0' (ASSUMED) Y T.O. CONC. TOPPING , O HOLLOW CORE CONC. FLOOR PLANKS (SEE STRUCTURAL) BEARING PLATES, ANCHORS, ETC. (SEE STRUCTURAL) REFER TO WALL SECTION 1 THIS SHEET FOR ADDITIONAL FOUNDATION NOTES WALL SECTION SCALE: 3/4' = T-0' ROOF TRUSSES — �C (SEE STRUCTURAL) 2x8 EAVE BOARD WRAPPED J w/ PREFINISHED ALUM. VENTED ALUM. SOFFIT 21/2" DECORATIVE BAND ROOF BATT INSULATION — 1 1/2" EIFS 1 11 DBL 2x6 TOP PLATE 21/2" EIFS WALL BATT INSULATION — PROVIDE BLOCKING IN WALL FOR SIGNAGE. COORDINATE CONT. EIFS SILL REQUIREMENTS WITH THE (SEE ELEVATIONS) SIGN PROVIDER TYP. 1" EIFS OVER 2x4 FRAMING & EXT. GRADE SHEATHING METAL AWNING & FRAME SNOW GUARD - FINISH TO MATCH AWNING EIFS RETURN (TYP.) @ ALL DOOR/S.F. OPENINGS. OPP, HAND BRICK WAINSCOT RETURN (TYP.) @ ALL DOOR/S.F. OPENINGS. CONC. APRON (SEE CIVIL) STOREFRONT GLAZ (SEE SCHEDULE) TYPICAL TOWER DIMENSIONS @ ROOF PITCH SIM. miv I23'-6 A.F.F. )N TRUSS BEARING HT. — VENTED ALUM. SOFFIT — 21/2" DECORATIVE EIFS BAND — 1112' EIFS EXT. GRADE SHEATHING (SEE STRUCTURAL) SIGNAGE BY OTHERS (N.I.C.) (SHOWN FOR REFERENCE ONLY) ILL DNS) 14'-0" A.F.F. J, P OF EIFS SILL Y EXT. GRADE SHEATHING (SEE STRUCTURAL) 1" EIFS OVER 2x4 FRAMING & EXT. GRADE SHEATHING METAL AWNING & FRAME SNOW GUARD - FINISH TO MATCH AWNING 10'-0" A.F.F. B.O. HEADER 6 / A 6 CONT. PRECAST CONCRETE ` SILL - REFER TO 8/A-3.2 FINISH FLOOR AS SCHEDULED OVER 4" CONCRETE TOPPING OVER 12" PRE CAST HOLLOW CORE CONCRETE PLANKS (SEE STRUCTURAL) 0'-0" (ASSUMED)CONCRETE APRON (SEE CIVIL) T.O. CONC. TOPPING ,:.: MORTAR SOLID . , ^4 ', BEARING PLATES, ANCHORS, EXTEND WATERPROOFING OVER ETC. (SEE STRUCTURAL) TOP OF HOLLOW CORE PLANK AS SHOWN w/ MIN. 3" LAP (TYP.) FOUNDATION WALL. FOOTING & SLAB (SEE STRUCTURAL) FOR DRAINAGE MAT & WATERPROOFING CONSTRUCTION DETAILS SYSTEM OVER FOUNDATION WALL & FOOTING. SEE SPECS. & DETAILS ON SHT. A-1 ... " #57 CRUSHED STONE tt WATER STOPS 4" PERFORATED FOUNDATION DRAIN (EACH SIDE OF FOOTING) w/ FILTER FABRIC SOCK, ROUTE TO EXTERIOR ` SUMP PUMPS & SLEEVE INTERIOR PIPE THROUGH FOOTING. TYP. (REFER TO STRUCTURAL/PLUMBING) WALL SECTION SCALE: 3/4' = l'-0" CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 46342 PHONE:(937) 435r8584 FAX: (888) 208-4826 I I M O O 2020 INC y r W a o O N N W ZW Q J r J U> J_ U) O� LJJ O H � U Q Z _ WU Z_ J > > ry Q > W Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Tille WALL SECTIONS Drawing No. A-5 � Lu w z z a 0 PRECAST CONC. TOP CAP SEALANT AND BACKER RC 3 1/2" THICK DES TO MATCH BLDG. (ABOVE WAINSCOT) FLASHING AND DRAINAGE PER EIFS MANUFACTURERS REQUIREMENTS - CONT. STONE WAINSCOT SILL TO MATCH BUILDING — BRICK WAINSCOT TO MATCH BLDG. (TYP. #6 DOWELS @ EA. VERT. REINFORCED CELL rc o 10" m o w \ J � CONT. B" BOND COURSE W/ (1) #5 BAR - GROUT SOLID 8" CMU WALL W/ HORIZ. JOINT REINF. AT 16" O.C. VERT. AND #6 BARS AT ENDS, CORNERS & 2'-0" O.C. BTWN. GROUT BLOCK SOLID AT REINF. SEE PLAN FOR LOCATIONS. 6" 0 PIPE BOLLARD - SEE DTL. 6/A-10. 6" CONC. SLAB W/ 5x6 W2.9xW2.9 WWF ON COMPACTED 6" CRUSHED STONE 1/2" EXPANSION JOINT W/ URETHANE SEALANT LINE OF TOP CAP BEYOND DOME CONIC. TOP — 5" STEEL GATE POST - SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 NOTE: UPPER MOST COLLAR MAY BE DELETED SO THAT GATE IS REMOVABLE IN FUTURE. VERIFY WITH OWNER. 5"0 SCHEDULE 40 PIPE. SEE DTL. 6/A-10 FOR SIMILAR CONSTRUCTION GATE SEE DTL 2/A-10 HINGE SEE DETAIL 7/A-10 DOMETOPOF FOOTING (1") i-...... , Y'LeY'�:Y.1-S.L�Si�L.Y.L�cLL.L�cYCL�>rtL�>l�L�cYCY.1 L�ti��LL1 �1J�Yt1 �.Y«. •f; .. a=__�.. ��._� SECTION © TRASH ENCLOSURE SCALE: 3/4" = 1' — 0" 12" CMU - GROUT ALL CELLS SOLID BELOW GRADE CONC. FOOTING W/ 445'S CONT. T&B #4'S @ 12" O.C. 22 GA. GALV. B DECK %.HIVC DULIO 0C LUI.NIVU UtW.0 VV/ VLMII.HL MVLU TO PREVENT BOLTS FROM DRAGGING ON CONCRETE DUMPSTER ENCLOSURE FRONT ELEVATION SCALE: 1 /2" = 1' — 0" 4< d d O ° •m A a• ° d O d d Q NOTE: GATES SHALL BE EQUIPPED WITH DROP (CANE) BOLTS, HEAVY DUTY HINGES AND LATCHES (WITH PADLOCK) DRILL HOLES 2" DEEP IN CONC. / PAVING TO ALLOW DROP BOLTS TO HOLD GATES IN CLOSED POSITION AND AT AN OPEN POSITION OF 900. POSITION VERTICAL HOLD TO KEEP CANE BOLTS FROM DRAGGING CONC. - CMU STEEL GATES AND GATE 30STS PAINTED 'HOMESTEAD 3ROWN". SEE )ETAIL 2/A-10 a0 -OR ADDITIONAL NFORMATION 9NISHED DAVING I I I I I I I I I I I I I I I I I I I L J I STL. POST & FOUNDATION (TYP.) I L-----J I I I I I I I I I I I I I I i I L - J I I 1' -6" 0 FOOTING NOTE: ALL EXTERIOR TRASH ENCLOSURE STEEL SHALL BE GALVANIZED I 00 N TYP. DUMPSTER ENCLOSURE SIDE ELEVATION SCALE: 1 /2" = 1' — 0" a A-10 #6 REBARS AT EACH END, EACH CORNER & AT 24" O.C. 6" DIA, PIPE BOLLARD SEE DTL. 6/A-10 EXTERIOR VENEER TO MATCH BLDG. 6" CONC. SLAB W/ 6"x6"W2.9XW2.9W W F ON COMPACTED 6" CRUSHED STONE CONC. APRON TO MATCH PAD CONSTRUCTION. SEE CIVIL DWG'S FOR PAD DIMENSIONS 112" EXP. JOINT W/ URETHANE SEALANT EXTERIOR VENEER RETURN TO MATCH BLDG. 5" CONC. FILLED GATE POST. SEE 1/A-10 GATE TO SWING 180 DEGREES DRILL HOLES IN CONC/ PAVEMENT FOR CANE BOLTS. HOLES SHALL BE PLACED TO HOLD GATES IN CLOSED POSITION AND AN OPEN POSITION OF 90 DEGREES TYP. AT ALL GATES a D O w TOP OF PAVEMENT TRASH ENCLOSURE GATE DETAIL SCALE: 3/4" = 1' — 0" 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 2"x2"x3/16" TS FRAME 3"0/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 ZN2"x3/16" TS HORIZONTAL RAIL 3/16"x2" STL. FLAT BAR BRACES WELDED TO FRAME 3"A/8" STL. STRIP CLOSURE PLATE. CORRUGATED DECK NOT SHOWN. SEE 3/A10 DOME TOP OF CONCRETE @ BOLLARD (1") 0 pQ p 6" DIA. x SCHEDULE 40 GALVANIZED STEEL PIPE, m SOLID IN CONCRETE. PRIME a & PAINT VALVOLINE RED. �o @ DOME TOP OF CONCRETE FOOTING (1") n, d PAVEMENT AS ,. NOTED ON CIVIL d PRECAST CONC. TOP CAP EIFS TO MATCH BLDG. (ABOVE WAINSCOT) Jp F 4 � d o PIPE BELOW GRADE 5" STEEL GATE POST ^ @ ° a CENTER IN CONCRETE (SEE DTL. 2/A-10) 4a''° N a 18" DIAMETER, 4000 PSI, AIR ENTRAINED CONT. STONE WAINSCOT a CONCRETE BASE SILL TO MATCH BUILDIN \ 8" COARSE STONE, HAND COMPACTED RICK WAINSCOT TO \\\\\\\\\\ MATCH BLDG. (TYP.) \ \ \ UNDISTURBED \ \ \ \ \ \ OR COMPACTED SUBGRADE \\\\\\\\\\ \\ \ 6 BOLLARD DETAIL A-10 SCALE: 1" = 1' - 0" m 3"x1/8" STL. PLATE DECK CLOSURE WELDED TO FRAME ON THREE SIDES (SEE ELEV.) 2N 2"x 3/16" TS FRAME (TYP OF 3 - SEE ELEV.) TOP/CENTER/BOTTOM FRAME 2"x 3/16" STL. PLATE DIAGONAL STRAP BRACING (SEE ELEVS.) 1 1/2" x 22 GA. GALV. STL.B DECK GATE SECTION 3 A-10 SCALE: 3" = 1'- 0" PLAN VIEW ELEVATION VIEW HINGE DETAIL A-10 SCALE: 3" = 1' - 0" 5"0 CONC. FILLED SCHED. 40 PIPE HINGE SLEEVE 1 112" x 22 GA. GALV. B DECK 2 x 3/16" DIAGONAL BRACE WELDED TO FRAME 5"x2"x1/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME 2 x 2 x 3/1fi" TS FRAME GREASE FITTING GREASE FITTING 6'W"x1/4" PLATE WELDED TO HINGE SLEEVE AND GATE FRAME HINGE SLEEVE GATE FRAME METAL PIPE COLLAR - FIELD WELD TO POST 5"0 CONIC. FILLED SCHED. 40 PIPE NOTE: (2) HINGES REQUIRED PER POST (TYP.) SEE DETAIL 2IA-10 DUMPSTER EXTERIOR FINISH NOTES REFER ALSO TO "EXTERIOR FINISHES", SHEET A-3. EIFS: MATCH BUILDING EIFS BRICK: MATCH BUILDING BRICK MORTAR: MATCH BUILDING MORTAR COPING: PRECAST LIMESTONE CAP. COLOR TO MATCH BUILDING STONE WAINSCOT SEALER: ALL BRICK SURFACES SHALL BE TREATED W/ SEALER. REFER TO SPECIFICATIONS. BOLLARDS / GUARD POSTS: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF B66-300 SHER-CYRL HPA. COLOR SHALL BE "VALVOLINE RED". GATES & GATE POSTS: FIELD PAINT w/SHERWIN-WILLIAMS B66-310 PRO-CYRL PRIMER FOLLOWED BY (2) FINISH COATS OF SHERWIN WILLIAMS 7515 HOMESTEAD BROWN. SEMI -GLOSS DTM ACRYLIC B66-200. CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SWE 300, MIAMISBURG, OH. 45342 PHONE: (937) 4358584 FAX: (888) 20BA826 (6 C\i F- w C F- Ct �W Lu a O O Cn N N W Z W Q J U> J_ u) O �- I"' 1- Q0�/ LL (n WU zW J > > Q� Q0 > W Q 2020 CESO, INC Project No. 757280-01 Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title DUMPSTER ENCLOSURE FOOTING DETAIL SCALE: 1" = 1' — 0" DUMPSTER ENCLOSURE PLAN SCALE: 1 /4" = 1' — 0" Drawing No. A-1 O 6'-0" 4'-2- 4" f 1'—OY2 FOR INFORMATION ONLY VENDOR SIGNAGE 4'-7" 20 SQ/FT I I I I • WGI M00�Nge /nstan�t O/. lhanye d .d _ 4 ° d. .4 4 a a . ° ' 4 a ' °° d ' .e• 4' 4' 4. d 4 A d °, . d S-6" ♦ d. ♦ 4.: e ., d ♦d 4 A A. .. G ° ' ♦. 4 „ ♦ 4 ..4 ♦ ` a' ♦ 4' .44 "O 5'-4%4" LOCKING CUT OFF SWITCH NO FASTENERS ON BOTTOM BRICK TO MATCH BUILDING BY GC. ELECT. r— 1'-11y" A : ° `Q 4 .a d . 4 ♦ 4 . d ' ♦4 ' 4 4. 4 ' .d °. .. .d a .♦4 2'-4-" 1'-2" 68' o 1'-0" ® 1 + Vo" o 02" " THK SIGN PLATE T O 10" 1'-0" O O 02" ' THK BASE PLATE AIRMUNT FS1gn Company 3750 E. OUTER DR. DETROIT, MI 48234 PHONE: 313-368.4000 FAX: 313.368&1648 WSfOAIER APPROVAL DATE DATE REVISION INn CUSTOMER/LOGO VALVOLINE INSTANT OIL CHANGE DMG 711LE: 20 SQFT MONUMENT This is an o ginal unpublished drawing, created by FS.C. N is submitted for yyoour use in connection w'a a project being plonned for you aY F.S.C. R is not to be shown, copied, rwrittteeducaed,�oralexhih s in ony f®hFo�n h e p x • r r DEscr6Pnow ELEVATION AT 6' OAH DATE: 3/6/20 DRAWN 8Y. FT 91EET 'I OF f1 ADDRESS FILE NAME: • • • CITY, STALE BLOCK NAME • • CESO WWW.CESOINC.COM 3601 RIGBY ROAD, SUITE 300, MIAMISBURG, OH. 45342 PHONE: (937) 43"584 FAX: (888) 208A826 CO I C, O O 2020 INC I W 111 rn 1— W W a 0 r N N Lu CD Z Lu Q J = J U� J LLI r Z0 Q J elf (t) _ Z U Lu z_ J ; Q � % Of w Q EJ Project No. 757280-01 Scale AS NOTED Drawn CESO Checked ELM Date 06.30.20 Drawing Title VENDOR SIGNAGE Drawing No. A-10a