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HomeMy WebLinkAboutSDP201600020 Plan - Approved 2016-09-19THESITE IS LOCATED WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE FEMA MAP OUTSIDE THE 0.27. ANNUAL CHANCE FLOODPLAIN). NOT TO SCALE SHEET INDEX CO.0 COVER SHEET DEPARTMENT OF COMMUNITY UVELOPAIENT ALTA/ ACSM LAND TITLE SURVEY (BY OTHERS) C1.0 GENERAL NOTES C2.0 DEMOLITION PLAN C3.0 SITE LAYOUT PLAN C4.0 GRADING AND DRAINAGE PLAIN C4,1 DRAINAGE PLAN C5.0 UTILITY PLAN C5.1 UTILITY PROFILES PH1.0 PHOTOMETRIC PLAN C6.0 EROSION CONTROL PLAN - PHASE I C6.1 EROSION CONTROL PLAN - PHASE II C6.2 EROSION CONTROL NOTES & DETAILS C6.3 EROSION CONTROL DETAILS C7.0 CONSTRUCTION DETAILS C7»1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS L2.1 IRRIGATION NOTES & DETAIL SAI DUMPSTER ENCLOSURE PLAN & DETAILS A2 ROOF PLAN GEOTECHNICAL ENGINEER: TERRACON CONSULTANTS, INC. 2401 BRENTWOOD RD, SUITE 107 RALEIGH, NC 27604 PH: (919) 873-2211 R (919) 873-9555 SITE LANDSCAPING & IRRIGATION CONSULTANT: GREENBERGFARROW CONTACT: SARAH DREIER 21 SOUTH EVERGREEN AVENUE, SUITE 200 ARLINGTON HEIGHTS, IL 60005 PH: (224) 310-5076 EMAIL: sdreier@grenbergforrow.com ARCHITECT: GREENBERGFARROW CONTACT: JULIE WEHMEYER 21 SOUTH EVERGREEN AVENUE, SUITE 200 ARLINGTON HEIGHTS, IL 60005 PH:(847)-788-9200 EMAIL.-jwehmeyer@greenbergforrow.com jai �� g cFEE D OWNER: RIO ASSOCIATES LIMITED PARTNERSHIP C/O DUMBARTON PROPERTIES INC. 10313 WEST BROAD STREET GLEN ALLEN, VA 23060 ALTA./ ACSM LAND TITLE SURVEY: TOWNES SITE ENGINEERS 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 PH: (804) 748-9011 FAX: (804) 748-2590 CHARLOTTESVILLE, VIRGINIA 455 ALBEMARLE SQUARE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUTY PARCEL ID: 06100-00-00-12300 TAX MAP 061, PARCEL NO. 123 MAJIISTERIAL DISTRICT: RIO DISTRICT ZONED: PD -SC PLANNED DEVELOPMENT SHOPPING CENTER DEVELOPER: ryas ROADHOUS1 CONTACT: CRAIG S. COTTON TEXAS ROADHOUSE HOLDING, LLC 6040 DUTCHMANS LANE LOUISVILLE, KENTUCKY 40205 TEL: (502) 638-5494 F: (502) 515-7229 Email: craig.cotton@TexasRoadhouse.com ENGINEER: Greenber9 Farrow ANDRE PIMENTEL CIVIL PROJECT MANAGER 153 CORDAVILLE ROAD, SUITE 210 SOUTHBOROUGH, MA 01772 (508)-229-0032 apimentel@greenbergfarrow.com PAULA H U B E RT SR. DEVELOPMENT COORDINATOR 21 EVERGREEN AVENUE, SUITE 200 ARLINGTON HEIGHTS, IL 60005 (847)-788-9200 phubert@greenbergfarrow.com 9/1/16 Os -31-16 Lic. No. k 19570 kx•119 • a�'�stONAt. ���r j OORE Y tv _ -•� LOCATION MAP N.T.S. LITILITIES WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 CONTACT: JEREMY M. LYNN, P.E. STORM SEWER: ALBEMARLE COUNTY WATER RESOURCE MANAGEMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 CONTACT: GREG HARPER ONE CPQ GALL 3 DAYS BEFORE YOU DIG! 1-800-552-7001 GAS: CITY OF CHARLOTTESVILLE TEL: (434) 970-3803 CABLE: XFINITY/COMCAST BUSINESS TEL: (877) 610-7403 TELEPHONE: CENTURYLINK: (434) 971-1371 ELECTRIC: DOMINION VIRGINIA POWER TEL: (866) 366-4357 APPROVALS DATE DEPARTMENT OF COMMUNITY UVELOPAIENT DESCRIPTION PLANNER/ZONING 07/021"15 ENGINEER ARB PERMIT SET INSPECTIONS 01/22116 ARB ARB RESUBMITTAL, _ DEPARTMENT OF FIRE RESCUE 03125/16 ALBEMARLE COUNTY SERVICE AUTI-IORITY CIVIL PERMIT SET VIRGINIA DEPARMENT OF TRANSPORTATION I-IEEALTII DEPAR'T'MENT 05/111116 REVISION RECORD NO. DATE SHT No. DESCRIPTION 1 07/021"15 ARB PERMIT SET 2 01/22116 ARB RESUBMITTAL, 3 03125/16 CIVIL PERMIT SET 4 05/111116 COORDINATION SET 5 05/271116 PERMIT SET R-1 6 061021116 LLIPRE—PERMIT REVIEW SET 7 06106116 BID SET 8 07/22/!16 LANDLORD RESPONSE 9 07126,116 PERMIT SEI' R-2 JOB NO, 20140710.0 DATE: 06-15-15 M EASEMEN M/AGRE EMENTS THAT AFFECT SUBJECT LEASED AREA BUT CANNOT BE SHOWN: AGREEMENT FOR SANITARY SEWER INSTALLATION D.B. 645, PG. 195 (EXCEPTION 11) - AGENCY AGREEMENT D.B. 1123, PG. 44 (EXCEPTION 15) - DEED OF CROSS. EASEMENT D.B. 1123, PG. 118 (EXCEPTION 16) - EASEMENT RIGHT OF WAY D.B. 1282, PG. 78 (EXCEPTION 17 - SHORT FORM OF LEASE D.B. 626, PG. 303 (EXCEPTION 30) D.B. 626, PG. 324 (EXCEPTION 30) D.B. 1616, PG. 236 (EXCEPTION 30) D.B. 1765, PG. 419 (EXCEPTION 30) - DEED OF LEASE D.B. 2367, PG. 108 (EXCEPTION 31) D.B. 3293, PG. 443 (EXCEPTION 31) - MEMORANDUM OF LEASE D.B. 4299, PG. 568 (EXCEPTION 32) D.B. 4299, PG. 577 (EXCEPTION 32) - TERMS, CONDI TIONS & PROVISIONS D.B. _.___, PGM—... (EXCEPTION 34) EASEMENTS THAT DO NOT AFFECT SUBJECT LEASE AREA: EASEMENTS THAT CANNOT BE DETERMINED: EA SEMEN LVA THAT AFFECT SUBJECT PROPERTY SETBACK, HEIGHT, AND BULK STANDARDS TAKEN - VIRGINIA PUBLIC SERVICE EASEMENT - DRAINAGE EASEMENT - UTILITY, INGRESS, EGRESS AND DRAINAGE EASEMENT FROM CHAPTER 18, SEC 25A, ALBEMARLE COUNTY D B 506 PG 350 (EXCEPTION 5) ZONING ORDINANCE D.B 211, PG 31 (EXCEPTION 3) - VEPCO EASEMENT D.B. 585, PG 553 (EXCEPTION 7) - ZBIGNIEW & ROSE ZABAWSKI EASEMENT - VEPCO EASEMENT D.B. 212, PG 481 (EXCEPTION 4) D.B 605, PG. 401 (EXCEPTION 10) D.B. 653, PG. 780 (EXCEPTION 12) - VEPCO EASEMENT - RIGHT OF WAY TO COMMONWEALTH OF D.B. 683, PG 130 (EXCEPTION 12) D.B. 510, 53O (EXCEPTION 6) VA EASEMENT - VEPCO EASEMENT - CENTRAL TELEPHONE COMPANY EASEMENT. D.B. 1301, PG 623 (EXCEPTION 18) D.B. 1425, PG. 466 (EXCEPTION 20) D.B. 600, PG. 340 (EXCEPTION 8) D.B. 2946, PG. 137 (EXCEPTION 18) - 20' AND 15' SEWER EASEMENT - CENTRAL TELEPHONE COMPANY EASEMENT - 20' WATERLINE EASEMENT D.B. 1447, PG 416 (EXCEPTION 21) D.B. 604, PG. 9 (EXCEPTION 9) D.B. 2173, PG. 661 (EXCEPTION 26) - 20' WATERLINE EASEMENT - DEED OF EASEMENT - GARDENS INVESTORS, LLC RIGHTS AND D.B. 1460, PG. 695 (EXCEPTION 22) D.B. 807, PG. 87 (EXCEPTION 13) EASEMENT - VEPCO EASEMENT - VEPCO EASEMENT D.B. 1811, PG. 230 (EXCEPTION 28) D.B. 1568, PG. 291 (EXCEPTION 24) D.B. 844, PG. 751 (EXCEPTION 14) - MEMORANDUM LEASE - TERMS, CONDITIONS, PROVISIONS AND EASEMENT - RIGHT OF WAY GAS LINE EASEMENT D.B. 672, PG. 675 (EXCEPTION 33) D.B.4596, PG 743 (EXCEPTION 35) D.B. 2946, PG. 137 (EXCEPTION 19) NOTES ss 15' SEWER AND THE FIELD WORK WAS COMPLE7ED ON MARCH 21, 2015 AND UPDATED GAS EASEMENT — ..,_ JUNE 16, 2016. - WATERLINE EASEMENT SE D.B. 1464, 456 (EXCEPTION 23) 1.) THIS SURVEY WAS MADE WITH THE BENEFIT OF A TI TLE COMMITMENT FROM FIRST AMERICAN TIME - SANITARY SEWER EASEMENT COMPANY NA77ONAL COMMERCIAL SERVICES No. NCS -724491, EFFEC77VE FEBRUARY 5, 2015 D.B. 1765, PG. 720 (EXCEPTION 25) 2.) THE PROPERTY DESCRIBED ON THIS SURVEY DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD AREA - RIGHT OF WAY CABLE EASEMENT (SFHA) AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. THE PROPERTY LIES D.B. 3805, PG. 136 (EXCEPTION 27)WITHIN ZONE "X': COMMUNITY PANEL No. 51003CO278D, DA7FD. FEBRUARY 4, 2005 T ONLY SURFACE INDICATIONS OF UNDER GROUND UTILITIES WERE LOCATED ON THIS SURVEY ZONING. • PD -MC MINIMUM YARD - ADJACENT TO PUBLIC STREETS NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE ERECTED CLOSER THAN THIRTY (30) FEET TO ANY PUBLIC STREET RIGHT-OF-WAY. NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN TEN (10) FEET TO ANY PUBLIC STREET RIGHT -OF- WAY. HEIGHT - HEIGHT NOT TO EXCEED SIXTY-FIVE (65) FEET,• PROVIDED TNA T ANY STRUCTURE EXCEEDING THIRTY-FIVE (35) FEET IN HEIGHT SHALL BE SET BACK FROM ANY STREET RIGHT-OF-WAY OR SINGLE-FAMIL Y RESIDENTIAL OR AGR/CULTURAL DISTRICT, IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN TWO (2) FEET FOR EACH ONE (1) FOOT OF HEIGHT IN EXCESS OF THIRTY-FIVE (35) FEET. TE �P �.. VICINITY MAIC - I"=2000*' - CASTLE GARDENS SHOPPING CENTER EASEMENT D.B. 2673, PG. 329 (EXCEPTION 29) 4.) ZONING: PD -MC ** ALL SETBACKS, HEIGHT RESTRICTIONS, PARKING ELECTRIC METER 5.) THIS PARCEL HAS DIRECT ACCESS SEMINOLE TRAIL WHICH IS A PUBLIC DEDICATED RIGHT—OF—WAY. REQUIREMENTS, AND BULK STANDARDS SHOWN OR TREE 6.) PARKING PROWDED..............15 REG. SPACES NOTED ON THIS PLAT ARE OPEN TO IN7ERPRETA77ON CERTIFICATIOr SIGN -a- ................0 HCP SPACES BY THE ALBEMARLE COUNTY OFFICIALS © CLEAN OUT 15 TOTAL SPACES_ TO. TEXAS ROADHOUSE HOLDINGS LLC, FIRST AMERICAN 77TLE COMPANY- OMPANYAPPROXIMATE U SANITARY SEWER MANHOLE O APPROXIMATELOCATION OF RIO ASSOCIATES LIM17ED PARTNERSHIP -_ 15' DRAINAGE EASEMENT THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON PARCEL .ID: 06100-00-00-12300 `'' -_ D.B. 585, PG 553 WHICH /T /S BASED WERE MADE /N ACCORDANCE WITH THE 2011 D.B. 4596, PG. 743 '' — _.. _,. MHS MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND 77TLE ZONING: PD -MC - 604 ALBEMARLE SQ TOP: 489.58 SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS ss —( f — ss ss ss ss 15' SEWER AND THE FIELD WORK WAS COMPLE7ED ON MARCH 21, 2015 AND UPDATED GAS EASEMENT — ..,_ JUNE 16, 2016. D.B. 1447, PG. 416 r h n 1 MMSII (SEALED) A `.,, jJ / // 'TOP') 486.60 i N / r t r NAIL , / +� ! ( NAIL I t r —.._ , ! / , t SET r tS2421'30"W i ' r r �j t 220.00 / SET ! CONCRETE LANDING EDGE OF , 20 SEWER AND GAS O r TYPE? 36 "CXfP PA VEMENT/DISTVPBED t ! ti EASEL ENT 473t1g AREA, ASPHALT 7R ASSOCIATES LIMITED PARTNERSHIP tt i '` Lam~` -I , ! t (I D.B. 1447, PG. 416 TYPE• 36 CMP r ! APPROXIMATE PARCEL /D: 06100-00-00-12300 t LOCA 77ON OF t r 4173.16 1 TYPE.• j6"CMV (PART OF) �� �I�— t t ! I t 20 WATERLINE t ! t 473.34 PROPOSED ? ! ! ASPHALT �� BUILDING l /? J I# EASEMENT t t t t ,-' GRATE cV D.B. 4596, PG. 743 t v t t INLET 2 � ZONING. PD -MC t I I t ? ? I D.B. 1460, PG. 695 N V I� t I I WA IFR VAULT (BROKEN) cfl LEASE AREA: 0.68 ACRES t t 29,700 00 SQ FT t t` DETENTION UNDERGROUND / 604 ALBEMARLE SQ i I [.,--APPROXIMATE NTION SYSTEM l t LOCA 77ON OF t UNDER CONSTRUCTION t t i E, E OF (INVERTS UNKNOWN) t QUICK CLAIM ! ? ? � t 1� � 3 � ` `� I VEPCO EASEMENT t i #A VEMEN T DISTURBED O �� ( D. B. 683, PG. 130 ! r J I t t t� AEA I �_ -� r I, r r J? j t�, `, CONCRETI ,. ! < . � - � I `. , . _- : s------ f\ I ASPHALT 1 I t I CONCRETE I � „' AFFIC S/GNA EASEMENT \ HWY. PLAN \ 029-002-119 --� RW -20 I! _u P I I t i PARKING I ► t SETBACK i t- - -- t - �� = �., —F-- I �t -t- o - 81.51' I __ 24.54' I \ r r i i i j VA UL T U77LITY EASEMENT 'P7 LAN 6029-002-119 RW2 �� � � 38.17' 75.83' !! � r! r � I (GREASE TRAP) HWY ,. � I �. l TYPE- 36 CMP � � � 1 STORY BRICK BUILDING r T YPE•I3 "CMP �' 472.89 �� 1,59J SQ FT N !� - -� ,I\ j APPht OXIMA T4 L O& 7701 I ,,� TYPE. J6 C P > I FF ELEVATION: 486.19. NC �\ j NE VEPCO JEASOENT t 3 t 47,3.03 �, 47, 18 ` �, HEIGHT ±9.0 CO RETE %J _�� 8. 483, G 1130 i oOn I I el 00 rlHD ti r t r l OP: 484.54 16.51 ' o`Oi 30.87' rr t O f t r f t t Z t I t t I RIGHT OF WAY if] BUILDING NV V 479.54 ! r! �r r, t t I VEPCO EASEMENT \ r 12 RCP 0 , r D.B. 1425, PG. 410 { - SETBACK T}PE: 18"RCP 1 00� 1/V V. 470 45 !� TYPE.•18RCP _.._.,_� ----- r V 479.20 t � � \ PAINTED UTILITY \IN --- r —i— — - -- -- -- MHD \ ( ) VEPCO EASEMEN J UNKNOWN ! r r ori I TDP: 485.76 N n n r r r7 ,o n n D.B. 1568, PG. el Ic NA ,t ~ M,9� \ MHE \ GAS G� Gqs — �� -- _LGAS _-r` f / ( �l NAIL 1 , GAS Qi S GAS G=cm- GAS---�•rAS — / t ' ZT (zT P: \483.94 TOP: 484.340 0 220.00 -- Z SET 229.62 i 1 �� `�` j 674.9/ / �// p O --�f' ~'f TYPE:12" P WALL _",E r �\ O CURB AND'" r4 -� -'' -' -" O IN 4�$9.09�i. 12"RC P. O.B. DRAINAGE EASEMENT ` -'� �� 489.0910E WALK j HWY. PLAN 6029-002-1191 RW -20 ` •_ _ __ MHD TOP. 466.49 APPROXIMATE LOCATION OF VEPCO EASEMENT D.B. 653, PG. 780 PERM. VDOT AND DOMINION EASEMENT DRA WN B Y.• SDF SEMINnLH TRAIL . U.S. ROUTE 29 VARIABLE WIDTH R/W 491.55 L.E G END • BOLLARD FER ELECTRIC METER HQ HEA T PUMP TREE is SHRUBS SIGN -a- LIGHT POLE © CLEAN OUT �p DRAINAGE MANHOLE U SANITARY SEWER MANHOLE O CONDUIT r�kPL.T H O fi L O /,P DRAFT KARL T. LIPSCL7MB LIC. NO, 3218 07-14-2016 S URV METES_ AND _BOUNDS AT THE EAST LINE OF SEMINOLE TRAIL, U.S. ROUTE 29, A VARIABLE WD 774 RIGHT OF WAY, SAID POINT BEING .±270' TO THE NOR774 LINE OF RIO ROAD EAST, A VARIABLE WIDTH RIGHT OF WAY, 774ENCE ALONG SEMINOLE TRAIL, N24'21'30"E, 229.62' TO THE POINT OF BEGINNING, THENCE CON77NUE ALONG SEMINOLE 7RAIL N24'21 '30 "E, 220.00' TO A POINT; THENCE LEAVE SAID SEMINOLE TRAIL. S65 °38'30 "E, 135.00' TO A POINT; THENCE S24°21'3O"W, 220.00' TO A POINT; 774ENCE N65°38'30"W, 135.00' TO THE POINT OF BEGINNING SAID LEASE PARCEL. CONTAINING 0.68 ACRE OR 29, 700.00 SQUARE FEET E GRAPHIC SCALE ( l(N FEET ) 1 inch = 20 ft. 14YT14/14CSJZ Z -4Y.0 TIT.LZ ,rSbRVZ7 OF 0.69 146Ry S'' OF Zx4A6.I Si7&4TZ'II SIT SZhINOYZ TR141Y, ZZ S. .ROIUTZ ,2t9 CIL4RYOTT�,S''YIYY� Ia,S'T.RICF .e4ZffTZ41�Y.�' CDI.�NT .0 III.RGIlYI14 SCALE 1 " = 20' REViSL=D JULY 14, 2016 1 Y 11 2015 TownE.11S SITE ENGINEI=F',ING 9850 LORI ROAD, SUITE 201 CHESTERFIELD VIRGINIA 23832 PHONE. -(804) 748-9011 FAX (804) 748-2590 CHECKED B Y GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND WAYS, MEANS AND METHODS OF CONSTRUCTION. 2. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND OBTAIN ALL NECESSARY LICENSES AND PERMITS. 3. THE GENERAL SPECIFICATION WHICH APPLY TO THE CONSTRUCTION WORK AS SHOWN ON THE ENGINEERING PLANS, ARE CONTAINED IN STANDARD SPECIFICATIONS, CONSTRUCTION DETAILS, AND/OR THE TOWN'S ENGINEERING DEPARTMENT. 4. GENERAL GRADING THE GRADING CONTRACTOR SHALL: A. MAINTAIN PROPER SITE DRAINAGE AT ALL 11MES DURING THE COURSE OF CONSTRUCTION, AND PREVENT STORM WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. B. SPREAD AND COMPACT UNIFORMLY TO THE DEGREE SPECIFIED ALL EXCESS TRENCH SPOIL AFTER COMPLETION OF THE UNDERGROUND IMPROVEMENTS (EARTHWORK CONTRACTOR SHALL MAKE APPROPRIATE ADJUSTMENTS IN ROUGH GRADING TO ACCOMMODATE TRENCH SPOIL). C. PROVIDE WATER TO ADD TO DRY MATERIAL IN ORDER TO ADJUST THE MOISTURE CONTENT FOR THE PURPOSE OF ACHIEVING THE SPECIFIED COMPACTION. D. BACKFILL THE CURB AND GUTTER AFTER ITS CONSTRUCTION AND PRIOR TO THE PLACEMENT OF BASE COURSE MATERIAL. E. UNSUITABLE MATERIAL SHALL BE CONSIDERED AS MATERIAL WHICH IS NOT SUITABLE FOR THE SUPPORT OF PAVEMENT AND BUILDING CONSTRUCTION, AND IS ENCOUNTERED BELOW NORMAL TOPSOIL DEPTHS AND THE PROPOSED SUS -GRADE ELEVATION. THE DECISION TO REMOVE SAID MATERIAL, AND TO WHAT EXTENT, SHALL BE MADE BY A SOILS ENGINEER WITH THE CONCURRENCE OF THE OWNER. 5. GENERAL PAVING THE PAVING CONTRACTOR SHALL: A. REPAIR ANY BASE COURSE AND BINDER COURSE FAILURES PRIOR TO THE INSTALLATION OF THE FINAL BITUMINOUS CONCRETE SURFACE COURSE. B. SWEEP CLEAN THE BINDER COURSE PRIOR TO THE INSTALLATION OF THE FINAL BITUMINOUS °> CONCRETE SURFACE COURSE. EXCESSIVE CLEANING OF THE BINDER COURSE THAT MAY BE REQUIRED, AND IS NOT THE FAULT OF THE PAVING CONTRACTOR, SHALL BE PAID FOR ON A TIME AND MATERIAL BASIS BY PRIOR AGREEMENT WITH THE GENERAL CONTRACTOR. 6. INCIDENTAL TO CONSTRUCTION THE CONTRACTOR SHALL: A. ADHERE TO THE CRITERIA FOR THE SEPARATION BETWEEN WATER MAINS AND THE STORM AND SANITARY SEWER LINES AS DESCRIBE: WHEREVER A SANITARY/COMBINED SEWER CROSSES UNDER A WATER MAIN, THE MINIMUM VERTICAL DISTANCE FROM THE TOP OF THE SEWER TO THE BOTTOM OF THE WATER MAIN SHALL BE 18 INCHES. FURTHERMORE, A MINIMUM HORIZONTAL DISTANCE OF 10 FEET BETWEEN SANITARY/COMBINED SEWERS AND WATER MAIN SHALL BE MAINTAINED UNLESS: THE SEWER IS LAID IN A SEPARATE TRENCH, KEEPING A MINIMUM 18 INCH VERTICAL SEPARATION; OR THE SEWER IS LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT THE OPPOSITE SIDE ON A BENCH OF UNDISTURBED EARTH, KEEPING A MINIMUM 18 INCH VERTICAL SEPARATION. IF EITHER THE VERTICAL OR HORIZONTAL DISTANCES DESCRIBED ABOVE CANNOT BE MAINTAINED, OR THE SEWER CROSSES ABOVE THE WATER MAIN, THE SEWER SHALL BE CONSTRUCTED TO WATER MAIN STANDARDS. B. BE RESPONSIBLE TO PLACE GRADE AND COORDINATE WITH OTHER CONTRACTORS, ALL UNDERGROUND UTILITY STRUCTURE FRAMES SUCH AS MANHOLES, CATCH BASINS, AND INLETS. C. BE AWARE OF POTENTIAL CONFLICTS WITH EXISTING UTILITIES. THE CONTRACTOR SHALL EXCAVATE AROUND THE EXISTING UTILITIES TO DETERMINE THEIR EXACT LOCATIONS AND ELEVATIONS PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY IMPROVEMENTS. D. PROVE POURED CONCRETE FILLETS CONFORMING TO THE SHAPE OF THE PIPE IN ALL SANITARY AND STORM MANHOLES, AND INLETS. E. BE RESPONSIBLE FOR MAINTAINING THE TOP OF ANY UTILITY TRENCH AT LEAST TWO (2) FEET AWAY FROM ANY EXISTING OR PROPOSED CURB OR PAVEMENT, IN THOSE INSTANCES WHERE THE TRENCH RUNS PARALLEL TO THE SAID CURB OR PAVEMENT. F. BE RESPONSIBLE FOR THE DE -WATERING OF UTILITY TRENCHES DURING CONSTRUCTION AND PROVIDING THE NECESSARY TRENCH BRACING THAT MAY BE REQUIRED IN ORDER TO ADHERE TO CURRENT SAFETY STANDARDS. G. REMOVE SOFT MATERIAL THAT MAY BE ENCOUNTERED AT THE PIPE INVERT ELEVATION TO A DEPTH OF AT LEAST ONE (1) FOOT BELOW THE BOTTOM OF THE PIPE, AND BACKFILL . WITH COMPACTED BEDDING MATERIAL H. REMOVE ALL EXCESS MATERIAL OFF THE SITE OR TO AN APPROVED LOCATIONS DESIGNATED BY THE OWNER. 1. COMPLETE ANY REQUIRING ADJUSTMENTS OR RECONSTRUCTION TO ANY EXISTING UTILITY STRUCTURES TO THE SATISFACTION OF THE UTILITY OWNER. ADJUSTMENTS AND/OR RECONSTRUCTION NOT CALLED FOR ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. NO MORE THAN A TOTAL OF EIGHT (8) INCHES OF ADJUSTING RINGS SHALL BE ALLOWED. 7. TESTING AND FINAL.. ACCEPTANCE A. THE CONTRACTOR SHALL PROVIDE AS A MINIMUM, A FULLY LOADED SIX -WHEEL TRUCK FOR PROOF ROLLING THE PAVEMENT SUB -GRADE PRIOR TO THE PLACEMENT OF THE CURB AND GUTTER AND THE BASE MATERIAL B. SPECIFIC COMPACTING TESTING MAY BE REQUIRED BY THE OWNER IN SELECTED FILL AREAS. THE CONTRACTOR SHALL BEAR THE COST OF COMPACTION TESTING AS WELL AS THE RESPONSIBILITY FOR THE NECESSARY CORRECTIONS. C. APPROVAL OF THE PAVEMENT SUB -GRADE BY THE OWNER'S GEOTECHNICAL ENGINEER SHALL BE REQUIRED PRIOR TO THE PLACEMENT OF THE PAVEMENT MATERIAL D. SANITARY SEWER MAINS AND SERVICES SHALL BE TESTED FOR LEAKAGE AND DEFLECTION IN ACCORDANCE WITH THE REQUIREMENT OF THE LOCAL JURISDICTIONAL AUTHORITIES PRIOR TO THEIR FINAL ACCEPTANCE. ALLOWABLE TESTING LIMITS SHALL BE AS DESCRIBED IN THE "GENERAL SPECIFICATIONS" UNLESS THE LOCAL REQUIREMENTS ARE MORE RESTRICTIVE. SERVICE STUBS MUST BE PROPERLY PLUGGED AND SEALED AND CLEARLY LOCATED AT THEIR TERMINATION POINTS PRIOR TO TESTING. ALL SEWER MAINS, SERVICE LINES, AND MANHOLES SHALL BE CLEAN AND FREE OF DEBRIS PRIOR TO THEIR FINAL ACCEPTANCE. E. WATER MAINS SHALL BE TESTED IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL REQUIREMENTS PRIOR TO ITS FINAL ACCEPTANCE. THE PRESSURE AND LEAKAGE TESTS AND DISINFECTION OF THE MAINS SHALL BE DESCRIBED IN THE "GENERAL SPECIFICATIONS" UNLESS THE LOCAL REQUIREMENTS ARE MORE RESTRICTIVE. ALL VALVE VAULTS SHALL BE CLEAN AND FREE OF DEBRIS AND WATER PRIOR TO THEIR FINAL ACCEPTANCE. THE INDIVIDUAL SERVICE BOXES SHALL BE VISIBLE AND CLEARLY LOCATED PRIOR TO THEIR FINAL ACCEPTANCE. F. SPECIAL CONDITIONS - ALTERNATE SOLUTIONS SHALL BE PRESENTED TO THE EPA WHEN EXTREME TOPOGRAPHICAL, GEOLOGICAL OR EXIST114G STRUCTURAL CONDITIONS MAKE STRICT COMPLIANCE WITH THE ABOVE (0) OR (E) TECHNICALLY AND ECONOMICALLY IMPRACTICAL. ALTERNATE SOLUTIONS WILL BE APPROVED PROVIDED WATERTIGHT CONSTRUCTION STRUCTURALLY EQUIVALENT TO APPROVED WATER MAIN MATERIAL IS PROPOSED. G. WATER MAINS AND WATER SERVICE LINES SHALL BE PROTECTED AGAINST ENTRANCE OF HYDROCARBONS THROUGH DIFFUSION ANO THROUGH ANY MATERIAL USED IN CONSTRUCTION OF THE LINE. 8. MINIMUM REQUIREMENT FOR MANHOLE STRUCTURES A. THE FRAME LIP SHALL BE CLEANED OF ALL MUD AND DEBRIS TO PROVIDE WATERTIGHT SEAL BETWEEN THE FRAME AND THE MANHOLE COVER GASKET. B. MORTAR SHALL BE USED BETWEEN THE FRAME AND ADJUSTING RINGS AND BETWEEN ADJUSTING RINGS AND THE CONE SECTION IN ALL PAVED AREAS. E -Z STICK MAY BE USED IN LANDSCAPE AREAS. C. ALL STEPS MUST BE INSTALLED, ALIGNED AND CLEANED. D. ALL PINHOLES MUST BE MORTARED WITH BRUSH FINISH TO PROVIDE A WATERTIGHT SEAL. E. THE UPSTREAM AND DOWNSTREAM PIPE CAVITIES MUST BE FILLED WITH MORTAR AND SMOOTHED WITH A BRUSH FINISH. F. THE UPSTREAM AND DOWNSTREAM FLOW LINES (INVERTS) SHALL HAVE A SMOOTH TRANSITION FROM THE PIPE TO THE MANHOLE INVERT. G. ALL MANHOLE STRUCTURES SHALL BE FREE OF ANY TYPE OF INFILTRATION (WATER LEAKING INTO THE STRUCTURE). H. IF THERE IS AN INTERNAL DROP IN THE STRUCTURE THERE MUST BE A SMOOTH TRANSITION FROM THE PIPE TO THE INVERT (I.E. CHANNEL THE FLOW FROM THE PIPE TO THE MANHOLE INVERT). I. ALL MANHOLES SHALT. BE CLEANED OF ANY ACCUMULATION OF SILT, DEBRIS, OR FOREIGN MATTER OF ANY KIND, AND SHALL BE FREE FROM SUCH ACCUMULATIONS AT THE TIME OF FINAL INSPECTION. 9. THE CONTRACTOR SHALL PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES. 10. IF THE CONTRACTOR IN THE COURSE OF WORK FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING AND THE ENGINEER WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 11. ASSURANCES OF COMPLIANCE WITH AMERICAN WITH DISABILITIES ACT (ADA) IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 12. THE TRAFFIC CONTROL DEVICES MUST COMPLY WITH DOT REQUIREMENTS AND BE APPROVED BY THE DOT PRIOR TO CONSTRUCTION. 13. CONTRACTOR SHALL REFERENCE THE FINAL FINAL GEOTECHNICAL REPORT PROJECT NO. 70155076, PREPARED BY TERRACON CONSULTANTS, INC., DATED JUNE 13, 2016 FOR THIS PROJECT FOR INFORMATION ON EXISTING SOIL CONDITIONS AND ALL PROPOSED EARTHWORK. Greenherghrrow 153 Cordaviile Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 01/22/16 ARB PERMIT SET ARB RESUBMITTAL 025/16 PERMIT SET 05/11/16 COORDINA11ON SET 05/27/16 PERMIT SET R-1 06/02/16 06/06/16 LL/PRE-PERMIT REVIEW SET BID SET 7/22/16 07/26/16 LANDLORD RESPONSE PERMIT SET R-2 PROFE�SIiI,iM •a Jos h01 12;_' c. Na. 17570 yr ' E° *rSIONAL, V� UCENSE�04020195700402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE GENERAL NOTES SHEET NUMBER i LIMITS OF PAVEMENT. SAWCUT CLEAN STRAIGHT EDE SUH112 (SE"AI.ED) 4 TOP: 480.12. 026�i� / 1 i `l D7 NAIL 48150 a D7 1 II x, 1'34,0 � �TYrE:136 CIDP I _ teh; ¢ 473.1.94 7116 i t1 a D3 iS itt, FF t<S: I � SIGI<;,�,!Itl �8. M�' v j EASEMENTj � ��- HWY PLAPJ r029-002__ 719 S 3+ .i 19 I Fj it 11 IF � I € vel .. -.-e ......... ........ ........ . ....... .��. ,R °� i Est � PARKING SETBA�K I qI i 1� Lw� =' HWY. PLAjt�}-C 85,5 7 `` Mnb TOP: 466.49 t 1APPRCVIVATE LOCATION OF VEPCO -EASEMENT Ii. E?. 653, PC, 780 PERT VD07 AND DOMINION EASEMENT D.8, 4595, PG 743 GENERAL DEMOLITION NOTES: _ 023 c .� LE_ -=..•- QF CLQ c y?. c �n 1 -n - TEMPORARY STAGING AND PARKS ARE ~ .u. FOR RUBBER TIRE VEHICLES USE ONLY -NO STOCKPILES- �-n RIO ASSOCIATES LIMITED PA777VERSHIP PARCEL IIIA: 06100-90-0 -7.2,390 I1. B. 4596, PG. 74 tT ZONING: PD -MC �ln� 604 ALBEMARLE S2 D31 OMITS OF PAVEMENT. SAWCUT- - reLE-AN-STRAIGHT EDGE -t�t�•t �t�- i 1 D2K* r -� Q28F D5 024 1 9a � �!♦ ♦�,�♦ ►moi'♦+yt�'z+�0 V♦♦♦♦''i�♦��!�i'! ♦ E,b .♦♦♦� -- APPROXI'MAT`E LOCATION OF I 15' DRAINAGE GE EASEMENT LIMITS OF PAVEMENT. D5 D31 SAWCUT CLEAN STRAIG F EDGE 3 HD _ TOP: 489.58 ' CIL INV.' 483.08 AS EASOWENT -� S. 1447 Pu 476 015 ` . � a 15' SEWER AND GAS �ASEVFENT _ - D B. ?447, . 41b Amph' f�A 7E 1.00, T �SE�cAIr L).'R. 5 "!� I'RA11V d _ __ . _ _ AG- �, - _._ ...._. _.. 026 �..� � �� _....�>�;. 028 pVC..A_, µw aSCAPE IslAhii3�' IANi75GttPE ISlAya EMAIN Taj REMAIN I ] 0+ i D31 + LAN� +t �r/ 1+I 2CN� jI Ij {II I EA. SEMEN T �,. 0,B. 1447, PG. 416 20' I'i 1 t 'ATERLINE � r s 11 EA.SEVFNT D.B.t 460, P,i. �9� w 026 .. .._ . a I t f I j EXISTING 8' ER MAIN EXIKING r '14ATE'R SRV€CE AND 4" FIRE PROT i"lE}N I _ � © (APPRaxIIdATE�I;aakTloN) N LI E FOR ''355 i(3 BE RE,aCAEC x I LIMITS OF CONCRETE S1J%LK & +CURBUJ I 4 € z C � �� REMOVAL. SAWCUT CLEAN . STRAIGHT EDGE 6 ag €+I +f C> f�7- i+ w. e 3 t j LIMITS OF gAVEMEN1 REM�_DGE VAL.> � ` +� � � I 018 � �r +1I = t 028 D7 f SAWCUT Cl N STRAIGHT i +'+ I E� D22 € r � f 017 � I � I + + S t { t++^ CONCRETE VAULT +1 d + F 1. !GREASE TRAP) TO REA,AIN, " I f, + 1:XISIING SANT ARYSEWER SERVICE M_:.: d' �/ � � ' / +at + j i + , + ' FOR #3a� O R IkL.A'N, e ri- I� t -r` I Trs rwr r r �t +€+ +i + +� + + 4 +, +r -+ I ur.=,....�... � + t PAIN UT1L > Y r 4 --=-<- I�tEr���+'sa ��"�fY{i �1i�� F•I'���� .._,, � / n�1H p ; 56'8, PG' A `fv+` , ACK) E + +3ICAIT t�TDNCP' t I ISLAND + D28 + ` 015 Q20 � ., .,�.: H- j t , Rt�tIT Q~ svAY : D26 ! i+ I VEPCO EASEI��#' : T = i + 4, ,::.;.: CONCRETE PAD 32 TO REMAIN t ++ f�di�riwbt� f , , .. ' :.::.::. + I AREA DRA N E �-- I '1 I i• � I �.� � � � � I_„,(� i_..II�11._1...1,..1-C41N�ReiE--WAL;f_ _ _...._,...._. adsv_'_ ._._ �._... .. R£NAtN OUiiPSTER ( �--.._..�--- + _ I 5 I - P CONSTRUCTION AQ I CO TR.,CTIaN r f� ftC�i wC . CM NS (( i 1 � I "� ISTSt�C A?dDSCAP:. �;_ AIN � �. PR to opt A D10 D28 D9 3 229,,6Z- _J 29,6 -�-°; �, tt=f'HE' � � �� �; use , � _ .•_ �,. _�' _., ��. ° sus .,. �" „,, p t ^� NAIL ..r t°t°ice 414. 54 s, i #(} A 0 7NV- 211 ��PHIASr I PER$<�ri�N TT # DTi Jt) E s#f' 1i �3. rf� . f - (v� � t.-.-t--�{'�.T'a.-^_5.*+.r+Y`�`t ^a' lr..1.+.�2Tiv4^�"♦�"^>la»•$�'-.{'_Ti^;.' .•.. .`'�^'��• `fi�...j... 010 IYP. � ~---�.�:�t�•- � � �� ��;� �� �"" -�' TOP, 49r. 15 D4 D7 023 D3 D2 Q1 029 SH1VT l NT 0 -LZ, u.S. Ti 29 VA I K TYPE; 12"b 7Nv. 48'9. 49' RUTH LINE RIO A0 EAST D9 D30 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY AND) 14. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN DEMOLITION STATE, AND/OR GOVERNING BODY'S STANDARDS. 8. UPON DISCOVERY OF ANY UNDERGROUND TANKS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S AREAS SHALL BE COMPACTED PER THE FINAL GEOTECHNICAL REPORT TO PRESENT A NEAT, WELL DRAINED REPRESENTATIVE. NO REMOVAL OF TANKS SHALL OCCUR UNTIL AUTHORIZED BY OWNER. APPEARANCE, AND TO PREVENT WATER FROM DRAINING UNNECESSARILY ONTO ADJACENT PROPERTIES. 2. THE DEMOLITION PLAN SHALL BE DONE IN CONJUNCTION WITH THE GEOTECHNICAL INVESTIGATION REPORT. CONTRACTOR SHALL GRADE SITE TO EXISTING STORM DRAINAGE SYSTEM TO REMAIN ON SITE. 9. BUILDING AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF DEMOLITION UNTIL HE HAS FURNISHED WITH NOTICE TO PROCEED BY THE OWNER. AS SOON AS SUCH NOTICE HAS BEEN 15. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION, RELOCATION AND AND MAINTAINED AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION. GIVEN, THE CONTRACTOR SHALL PERFORM THE DEMOLITION, UNDER THE DIRECTION OF THE OWNER'S CONSTRUCTION. REPRESENTATIVE, 16. THE CONTRACTOR SHALL COORDINATE WORK TO ENSURE ACCESS TO ADJACENT PROPERTIES AT ALL TIMES. 4. THE PURPOSE OF THIS DRAWING IS TO CONVEY THE OVERALL SCOPE OF WORK AND IT IS NOT INTENDEID TO COVER ALL DETAILS OR SPECIFICATIONS REQUIRED TO COMPLY WITH GENERALLY ACCEPTED DEMOLITION 10. ALL EXISTING UTILITIES WITHIN THE EXISTING BUILDING ARE TO BE REMOVED, WHERE CONFLICTS OCCUR PRACTICES. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE SITE, SCOPE OF WORK, AND ALL WITH FOUNDATION AND/OR STRUCTURAL ELEMENTS, PROPOSED UTILITIES AND TRENCH BACKFILLED AND 17. THE USE OF EXPLOSIVES SHALL NOT BE PERMITTED. EXISTING CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING THE WORK. THE DEMOLITION COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS AND FINAL GEOTECHNICAL REPORT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, OR PROCEDURES USED TFO COMPLETE THE WORK IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND IS LIABLE FOR THE SAFETY 11. FOUNDATIONS, FLOORS, FLOOR SLABS, AND ANY OTHER UNDERGROUND BUILDING STRUCTURES SHALL BE OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES DURING THE COURSE OF THE PROJECT: REMOVED IN ACCORDANCE WITH THE SPECIFICATIONS. AREAS OF STRUCTURE REMOVAL SHALL BE BACKFILLED IN ACCORDANCE WITH SPECIFICATIONS AND THE FINAL GEOTECHNICAL REPORT. CRE 5. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES Y� AS SHOWN ON THE SURVEY. THERE MAY BE OTHER SITE FEATURES, UTILITIES, STRUCTURES, AND MISCELLANEOUS ITEMS BOTH BURIED AND ABOVE GROUND THAT ARE WITHIN THE LIMITS OF WORK THAT MAY NEED TO BE REMOVED FOR THE PROPOSED PROJECT THAT ARE NOT SHOWN HEREON. THE 12. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE X00 CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF SUCH ITEMS AT NO ADDITIONAL COST TO THE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL CITY, COUNTY, STATE, AND FEDERAL `s OWNER. LAWS AND ORDINANCES. 13. ALL MATERIAL, EXCEPT THAT BELONGING TO A PUBLIC UTILITY COMPANY OR DENOTED FOR SALVAGE, SHALL aRa 00/ 6. THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMOLITION TO COORDINATE BECOME PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER OF WATER, ELECTRIC, SLG' DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. OR GAS METERS WHEN THE METERS ARE READY FOR REMOVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE +/ g FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH LOCAL REQUIREMENTS. DISCONNECT TRANSFORMERS AS ONE CP�� 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE REQUIRED FOR BUILDING DEMOLITION. INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE SHOWN ON THE PLAN OR NOT., PRELIMINARY PLANS. NOT FOR CONSTRUCTION 0 GRAPHIC SCALE 1 inch = 20 & DEMOLITION LEGEND. GreenberUfarrew 153 Cordaville Road, Suite 210 Southborough, MA 01772 TEMPORARY CONSTRUCTION ENTRANCE t: 508 229 0032 i COPYRIGHT NOTICE ...`.. This drawing is the property of the above REMOVE EXISTING CONCRETE AND GRADE AREA PER referenced Professional and is not to be used GRADING PLAN &FINAL GEOTECHNICAL REPORT. for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the REMOVE EXISTING ASPHALT AND GRADE PER GRADING express written permission from the Professional PLAN & FINAL GEOTECHNICAL REPORT. ISSUE/REVISION RECORD EXISTING BUILDING TO BE DEMOLISHED. GRADE AREA DATE DESCRIPTION PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL + + + + + + 03/25/16 PERMIT SET CLEAR AND GRADE AREA GRADE PER GRADING PLAN &FINAL + + + + + + + + + + + + GEOTECHNICAL REPORT. 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 - EXISTING VDOT ROW 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET APPROXIMATE LIMIT OF CONSTRUCTION/DISTURBANCE 7/22/16 LANDLORD RESPONSE EXISTING UTILITY LINE TO BE PROTECTED AND 07/26/16 PERMIT SET R-2 MAINTAINED THROUGHOUT CONSTRUCTION. X X EXISTING CURB TO BE REMOVED. X X EXISTING UTILITY LINE TO BE REMOVED PER SPECIFICATIONS OF APPLICABLE UTILITY COMPANY. SILT SOCK SF SILT FENCE CF TEMPORARY CONSTRUCTION FENCE EXISTING UTILITY STRUCTURE TO BE @ PROTECTED AND MAINTAINED. j, STORM DRAIN INLET PROTECTION DEMOLITION PLAN KEYNOTES D1 CLEAR AND GRADE AREA ACCORDING TO GRADING PLAN & PER FINAL GEOTECHNICAL REPORT. D2 LIMITS OF CONSTRUCTION/DISTURBANCE. D3 APPROXIMATE LOCATION OF PROPOSED TEMPORARY SILT FENCE/SILT SOCK TO BE INSTALLED PRIOR TO DEMOLITION ACTMTIES. SEE EROSION CONTROL PLAN. D4 INSTALL TEMPORARY STORM DRAIN INLET PROTECTION. SEE EROSION CONTROL PLAN & DETAILS. D5 EXISTING SANITARY STRUCTURE TO REMAIN. RESET RIM AND CONNECT NEW SANITARY PIPES. SEE UTILITY PLAN FOR ADDITIONAL INFORMATION. D6 EXISTING SANITARY SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION. D7 EXISTING CURB TO REMAIN. PROTECT THROUGH CONSTRUCTION D8 PROPOSED CONSTRUCTION ENTRANCE. SEE EROSION CONTROL PLAN FOR DETAILS. D9 EXISTING STORM SEWER STRUCTURE TO REMAIN. PROTECT FROM CONSTRUCTION. 010 .EXISTING STORM SEWER LINE TOO i C F CONSTRUCTION.REMA N. PRO PROTECT FROM 011 REMOVE EXISTING STORM SEWER LINE, 012 REMOVE EXISTING STORM SEWER STRUCTURE. 013 EXISTING CURB TO BE REMOVED. 014 EXISTING TREES TO REMAIN. PROTECT FROM CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION, 015 EXISTING UTILITY LINE TO REMAIN, PROTECT THROUGHOUT CONSTRUCTION. 016 EXISTING UTILITY STRUCTURE TO BE REMOVED. 017 EXISTING GREASE TRAP TO REMAIN. PROTECT 1 -ROM CONSTRUCTION 018 EXISTING BUILDING TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. D19 REMOVE EXISTING BUILDING AND CANOPY. CONTRACTOR TO COORDINATE DISCONNECTION OF UTILTY SERVICES TO BUILDING WITH THE APPROPRIATE UTILTY COMPANY PRIOR TO DISCONNECTION Of' SERVICE. 020 REMOVE EXISTING CONCRETE SIDEWALK AND CURBS. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. 021 REMOVE EXISTING UTILITY STRUCTURE. 022 REMOVE EXISTING ASPHALT PAVEMENT. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. 023 TEMPORARY CONSTRUCTION FENCE TO PREVENT PUBLIC ACCESS 024 APPROXIMATE LOCATION OF EXISTING SERVICES TO BE ABANDONED PER ACSA REQUIREMENTS. CUT AND CAP SEWER SERVICE LINE AT MAIN. SEE WATER TYPICAL SERVICE ABANDONMENT DETAIL ON SHEET C-7.4 FOR ADDITIONAL INFORMATION. 025 EXISTING WATER METER TO BE RELOCATED PER ACSA REQUIREMENTS. 026 EXISTING ASPHALT PAVEMENT TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. Q27 APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER LINE TO BE REMOVED (t56') AND REPLACED WITH 8" PVC SEWER. SEE UTILITY PLAN. 028 APPROXIMATE LOCATION OF EXISTING 6' SANITARY SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION 029 EXISTING TRANSFORMER TO REMAIN. PROTECT FROM CONSTRUCTION 030 APPROXIMATE LOCATION OF EXISTING ELECTRIC SERVICE FOR #355 TO BE RE-ROUTED. SEE UTILITY PLAN. 031 EXISTING SITE LIGHTING FIXTURE TO REMAIN. PROTECT FROM CONSTRUCTION 032 EXISTING LANDSCAPE ISLAND TO BE REBUILT AFTER WATER METER INSTALLATION. REMOVE EXISTING TREE AND PLANTINGS WITHIN THE ACSA EASEMENT AREA. PROFESM Y w \v, • �� Il 1 1� �r n LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL. STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE DEMOLITION PLAN SHEET NUMBER 220 SHARED I-....V..w PARKt NG� SPA CES R1C3 ASSOCIA IES LIMITED pA iNERSHIP PARCEL i0: 06700-00--0 -12300 LL 0. B. 4596, PG 74 ZONING: AD -MC _ j M 604 ALBEUARLEU. S� U S3h .. Cid: C {'A. G DO'I PERMAINEN; EAaL��Li`i�• NAIL T s { � S15 S15 TYT 51:6' i � � . � - � � i�::••.. I.24' i t � Sk } M I-� `�> 631' I ... =' .. • , { II{ S1.5` ( Ir` SE FBA i K -- - _ NAIL _ ti, q• . Y � � �� ` � `t' �� � ' 225.35'!t. ,,:';�-'\�ti`.l'.Y.p.;.,.:,,.�.�►.sy�s. °"�, v } lW If 4- TOR: 491.55 PROPOSED LEGEND: -- - "- "-■- LEASE LINE ZONED: MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN 2. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES STANDARD -DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER - EXISTING VDOT ROW OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL 613 BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER 6i" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. IMPERVIOUS AREA CONCRETE CURB PROPOSED CURB TRANSITION %HIEAVY-DUTY : _ 614 ' :'= ' .' PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 83" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 7,163 SF FLOOR AREA RATIO 15. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRICADE OR CONSTRUCTION FENCE 4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. - - - - - - - - - PROPOSED FLUSH CONDITION PROPOSED PARKING SPACES w w w w s15 W LANDSCAPE AREA (SEE LANDSCAPE PLAN FOR DETAILS) •: O O GREASE TRAP SEE UTILITY PLANS ( ) STATE AND LOCAL CODE. .. SIDE YARD (STREET) 5i" CONCRETE SIDEWALK OVER 6" COMPACTED BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. ® o DRAINAGE STRUCTURES (SEE GRADING & EACH PHASE OF CONSTRUCTION. 5" INTEGRAL BLACK COLORED CONCRETE SIDEWALK OVER 4" MINIMUM REQUIREMENT: 13 SPACES REQUIRED DRAINAGE PLAN) 7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, Ss AND STAKES. COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL 8. ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT. SHARED PARKING SPACES: 220 SPACES 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE TOTAL PARKING SPACES: 238 SPACES SPECIFIED ON PLANS. GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. [ISM GAS METER PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 11. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. rz" INTEGRAL BLACK COLORED CONCRETE PAVEMENT/SIDEWALK. 12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE FIRE HYDRANT ASSEMBLY ,q S7 ",. OVER 4" COMPACTED CRUSHED STONE BASE. SEE STRUCTURAL FIRE DEPARTMENT CONNECTION (FDC) DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. ® a SANITARY SEWER SAMPLING MANHOLE/CLEANOUT (SEE UTILITY PLAN) PROPOSED SITE LIGHTING FIXTURE l r w a --ea e --------------------- LANDSCAPE MISLAND ISLAND[]",,, I'� IANDS APE ISIAty I � � f - TO REMAIN Is T01 REMAIN ; I ! 77I J f cr€s3ilfiv0 P 4€ P�ii7 I S28 -�' MIA DO RUMON S27 ' l s26 S12 TYP. z � u, MATCH EXISTING FINISH S1 l o I GRADE AND REVEAL ( I I w I I S33 355 f S14 3 4ED - € fr. I I I GENERAL SITE NOTES: - AREA DRAIN I EQUIPMENT SCREENING: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED 1. CONTRACTOR MUST SECURE ALL NECESSARY PERMITS PRIOR TO STARTING WORK. DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY ZONED: MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN 2. IF THE CONTRACTOR, IN THE COURSE OF THE WORK, FINDS ANY DISCREPANCIES ACCORDANCE WITH THE SPECIFICATIONS. BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS RESTAURANT OR OMISSIONS IN THE PLANS OR IN THE LAYOUT AS GIVEN BY THE ENGINEER, IT SHALL 13. ALL ROAD WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STATE AND BE HIS DUTY TO IMMEDIATELY INFORM THE ENGINEER, IN WRITING, AND THE ENGINEER LOCAL GOVERNMENT AGENCY SPECIFICATIONS. WILL PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH A DISCOVERY, UNTIL AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK. 14. ALL DUTY PAVEMENT AND CONCRETE SECTIONS SHALL FOLLOW THE IMPERVIOUS AREA RECOMMENDATIONS OF THE FINAL GEOTECHNICAL REPORT PREPARED FOR THE SITE. SEE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, CIVIL DETAILS. EASEMENTS, AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION. 7,163 SF FLOOR AREA RATIO 15. CONTRACTOR SHALL PROVIDE A TEMPORARY BARRICADE OR CONSTRUCTION FENCE 4. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO AROUND THE PREMISE. THE STATE AND LOCAL GOVERNMENT AGENCY LATEST CONSTRUCTION SPECIFICATIONS AND 9,061 SF (30.5%) DETAILS. 16. SEE STRUCTURAL PLANS FOR ALL BUILDING DOORWAYS CONCRETE LANDINGS 5. ALL HANDICAP SITE FEATURES SHALL. BE CONSTRUCTED TO MEET ALL FEDERAL, 17. RESTORATION OF ANY DISTURBED OR DAMAGED CONDITIONS OR IMPROVEMENTS TO STATE AND LOCAL CODE. EXISTING SUBGRADES, SUBBASE, ASPHALT, LANDSCAPED AREAS, ETC. SHALL BE DONE TO SIDE YARD (STREET) SPECIFICATIONS TO BE THE STRONGER, IN OWNER'S AND ITS ENGINEER'S DETERMINATION, 6. NOTIFY THE MUNICIPAL INSPECTOR TWENTY-FOUR (24) HOURS BEFORE BEGINNING OF WHAT WAS DISTURBED OR DAMAGED, OR THE SPECIFICATIONS OF THE FINAL EACH PHASE OF CONSTRUCTION. GEOTECHNICAL REPORT PROJECT No. 70155076 PREPARED BY TERRACON CONSULTANTS, MINIMUM REQUIREMENT: 13 SPACES REQUIRED INC. DATED MAY 29, 2015 FOR THIS PROJECT. THE OWNER MUST REVIEW AND APPROVE 7. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS, THE SPECIFICATIONS FOR ALL REPAIR AND RESTORATION WORK IN WRITING BEFORE THE AND STAKES. PERFORMANCE OF SAME BY THE CONTRACTOR 8. ARCHITECTURAL PLANS ARE TO BE USED FOR BUILDING STAKE OUT. SHARED PARKING SPACES: 220 SPACES 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE TOTAL PARKING SPACES: 238 SPACES SPECIFIED ON PLANS. 10. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE. 11. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO CONSTRUCTION OPERATION. 12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE PROJECT INFORMATION: TOTAL LEASE AREA: 29,700 S.F. (0.68 ACRES) ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) BUILDING AREA: 7,163 SF (GFA) USE OF PROPERTY: RESTAURANT CAPACITY OF RESTAURANT: 328 SEATS MAXIMUM BUILDING HEIGHT: 28'-10" (12"-0" FLAGPOLE) LOT COVERAGE: TOTAL LOT AREA 0.682 ACRES IMPERVIOUS AREA 0.461 ACRES (67.6%) PERVIOUS AREA 0.221 ACRES (32.4%) BUILDING COVERAGE 7,163 SF FLOOR AREA RATIO 24.1% OPEN SPACE 7,580 SF (25.57.) PAVED PARKING & VEHICLE CIRCULATION 9,061 SF (30.5%) ZONING SETBACKS: REQUIRED PROVIDED FRONT YARD 30 FT. 30.1 FT. SIDE YARD (INTERIOR) TBD 48.3 FT. SIDE YARD (STREET) TBD 75.4 FT. REAR YARD TBD 3.0 FT. PARKING REQUIRED: 97 SPACES MINIMUM REQUIREMENT: 13 SPACES REQUIRED PER 1,000 SF Of GROSS FLOOR AREA (7,420/1000)*13 = 96.5 = 97 SPACES PARKING PROVIDED: TRH PARKING WITHIN LEASE AREA: 18 SPACES SHARED PARKING SPACES: 220 SPACES TOTAL PARKING SPACES: 238 SPACES LAYOUT PLAN KEYNOTES S1 PROPOSED 6" REVEAL CONCRETE CURB. (SEE DETAILS). S2 PROPOSED MONOLITHIC CURB AND SIDEWALK. S3 PROPOSED CURB TRANSITION FROM 6" REVEAL TO PAVEMENT LEVEL. (SEE DETAILS). S4 FLUSH TRANSITION FROM PAVEMENT TO CONCRETE SIDEWALK. (SEE DETAILS). S5 PROVIDE 5" CONCRETE SIDEWALK. (SEE DETAILS). OS6 PROVIDE 5n INTEGRAL BLACK CONCRETE SIDEWALK SEE DETAILS S7 PROVIDE 6" INTEGRAL BLACK CONCRETE PAVEMENT/SIDEWALK AT TRASH ENCLOSURE AND DUMPSTER PAD LOCATION. (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION). S8 PROPOSED HANDICAP RAMP (SEE GRADING PLAN AND DETAILS). Sg PROPOSED SITE LIGHTING FIXTURE, PROVIDE BRUSHED ALUMINUM FINISH TO MATCH EXISTING FIXTURES. (SEE LIGHTING PLAN PH1.0) 610 PROPOSED HANDICAP SIGN. (TYPICAL OF 4, SEE DETAIL). 611 PROPOSED PAINTED HANDICAP SYMBOL & STRIPING (TYPICAL OF 4 SYMBOLS, SEE DETAILS), S12 6" WHITE (TRAFFIC PAINT) PAINTED PARKING STALL STRIPING (TYPICAL). 613 STANDARD -DUTY PAVEMENT. (SEE DETAIL). S14 HEAVY-DUTY PAVEMENT (SEE DETAIL). S15 LANDSCAPED AREA. (SEE LANDSCAPE PLAN FOR DETAILS). S16 PROPOSED CONCRETE WHEEL STOPS, (TYP. OF 18) SEE DETAIL. S17 PROPOSED STOP SIGN & BAR. 618 PROPOSED BUILDING PER ARCHITECTURAL PLANS. MECHANICAL UNITS, INCLUDING THE HVAC SYSTEM, WILL BE LOCATED ON THE ROOF. FIVAC UNITS SHALL BE SCREENED: 619 EXTERIOR WAITING AREA WITH BENCHES. (SEE ARCHITECTURAL PLANS FOR DETAILS). S20 SCREENED DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS. 621 DUMPSTERS (TYPICAL OF 3), WITHIN SCREENED ENCLOSURE. 622 PROPOSED HEAVY DUTY AREA DRAIN. (SEE UTILITY PLAN & DETAILS). S23 PROPOSED 132' BROWN VERSA LOCK RETAINING WALL (SEE DETAILS) S24 PROPOSED FIRE DEPARTMENT CONNECTION (FDC, SEE UTILITY PLAN). S25 TRANSFORMER PAD WITH BOLLARDS. (SEE UTILITY PLAN). 626 PROPOSED GREASE INTERCEPTOR. (SEE M.E.P. PIANS FOR DETAIL). S27 PROPOSED SAMPLING SANITARY MANHOLE. (SEE UTILITY PLANS FOR DETAIL). S28 PROPOSED 12' X 25' LOADING AREA S29 PROPOSED PAINTED PEDESTRIAN CROSSWALK (SEE DETAILS). S30 INTEGRAL BLACK CONCRETE RAISED SIDEWALK WITH RAILING. (SEE GRADING PLAN FOR TOP/BOTTOM OF CURB ELEVATIONS). S31 EXISTING DOT DETENTION POND. S32 PROPOSED LOCATION FOR "KNOX" KEY LOCKING FIRE BOX. BOX TO BE LOCATED WITHIN 5' OF MAIN ENTRANCE AND 5' OFF THE GROUND. S33 PROPOSED DOMESTIC METER VAULT. SEE UTILITY PLAN. S34 PROPOSED FIRE HYDRANT. SEE UTILITY PLAN. S35 PROPOSED "VAN ACCESSIBLE" SIGN AND PAVEMENT MARKINGS. SEE DETAILS. S36 PROPOSED CONCRETE FILLED STEEL PIPE BOLLARD (TYP. OF 6). SEE DETAILS. S37 PROPOSED PEDESTRIAN CROSSING SIGN. SEE DETAILS. 638 PROPOSED PEDESTRIAN CROSSING SIGN. SEE DE(AILS. S39 RESTORES EXISTING LANDSCAPE AREA WITH SIMILAR PLANTING APPROVED BY THE LL. NO TREES WITHIN ACSA EASEMENT'AREA. ACSA WILL ONLY ALLOW SMALL SHRUBS NEAR METER VAULT. " ��CRE Ya/ c SS Z_ ONE rr4VA'DUT0 QCIAT V Greenherghrmw 153 CordaviLle Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06,/02/16 LL/PRE-PERMIT REVIEW SET 06106/16 BID SET 7/2216 LANDLORD RESPONSE 026/16 PERMIT SET R-2 PROFESSS®i1,p�4a�w © f, iAt o ®0 I.ic. No. 01(J370 at nNA L. s: 0 toy, LICENSE # D402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT. MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE SITE LAYOUT PLAN SHEET NUMBER C30,0 I GENERAL GRADING/DRAINAGE NOTES: SA4H,f2 (SEALED) . I I 1ITC=484.90 TQ TOP: 480,12 � � � X ���BC=484.40 �� � � �� " TC=487.30 1. ALL T BC=486.8 GRADING AND SITE PREPARATION SHALL CONFORM WITH SPECIFICATIONS CONTAINED IN THE CURRENT 0 FINAL GEOTECHNICAL REPORT NO: 70155076 PREPARED BY TERRACON. 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE TO THE CITY'S LATEST i .06,, -1" TC=485.20 TC=485.25 TC=48300 i.- ( BC=484.70 ' BC=484 CONSTRUCTION SPECIFICATIONS AND DETAILS. �� BC=482.50 �° 3. PRIOR TO ANY EXCAVATION OF THE PROJECT SITE, THE CONTRACTOR SHALL NOTIFY THE CITY 48 HOURS � b. ; .75 „ _ f _.� I �,° 485.30 PRIOR TO THE START OF CONSTRUCTION. I NAIL f � rJ 0% I d s €,? 4. THE CONTRACTOR SHALL CAREFULLY PRESERVE BENCHMARKS, REFERENCE POINTS AND STAKES.101 ��'"' P " .- € �� r " � ,_.,.,�� ^� ���12 i�„�,�>. 485.651 485. - 5. ALL INDICATED ELEVATIONS ARE FINISHED ELEVATIONS. -483,50 R,�A . " 4O/ _ ♦ �� NDN ��, 4.3% p _..� .6 6. FIELD VERIFY LOCATIONS SIZES AND IF APPLICABLE INVERTS OF EXISTING UTILITIES FOR PROPOSED f CONNECTIONS PRIOR TO CONSTRUCTION. a 4.#PA' 44.00 11 NXIJ�e 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO CONSTRUCTION. ` 8. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE MEASURES SHALL BE { MAINTAINED THROUGHOUT CONSTRUCTION. S t 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM WATER FROM RUNNING INTO OR STANDING IN EXCAVATED AREAS. I I 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. t� 4 11. GRASS CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1, AND 2:1 WITH GEOTEXTILE MATTING. (LANDLOCK TRM 450 OR EQUIVALENT).g Tcµ 486 353 12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLE °` 8 51 MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES AND GRADES SHOWN ON THE PLANS.OYI ( �� 13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED, I♦ "~ UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF AT AN OFF-SITE LOCATION, WITH THE EXCEPTION THAT ENOUGH { �� TOPSOIL SHALL BE RETAINED FOR RESPREAD AND GENERAL LANDSCAPING. FILL PLACED ABOVE AN APPROVED_-� ♦��q SUBGRADE SHOULD BE TESTED TO ENSURE THAT 95% OF THE STANDARD PROCTER MAXIMUM DRY DENSITY HAS 1 BEEN ACHIEVED WITHIN A LATERAL DISTANCE OF 24 INCHES OF STRUCTURE, PAVEMENT, AND CURB AREAS. FILL PLACED ABOVE AN APPROVED SUBGRADE SHOULD BE TESTED TO ENSURE THAT 85% OF THE STANDARD PROCTER MAXIMUM DRY DENSITY HAS BEEN ACHIEVED WITHIN LANDSCAPE ISLANDS OR OTHERWISE NON-STRUCTURAL. AREAS. 14. STRIP AND STOCKPILE TOPSOIL. SPREAD FOUR (4) INCHES MINIMUM OF TOPSOIL ON LANDSCAPE AREAS AND REMOVE EXCESS TOPSOIL FROM SITE. PREPARE SUB -GRADE FOR PAVEMENT AND CURBS AND BACKFILL {_ CURBS AFTER CURB CONSTRUCTION. '„ - mm �` 15. PROVIDE SUPPLY OF TOPSOIL FOR LANDSCAPE CONTRACTOR FOR INSTALLATION IN ALL LANDSCAPE ISLANDS, lit i 1v1 16. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE PAVEMENT SHOULDERS AND DETENTION AREAS. { ? _0 17. ALL EARTHWORK AND BASE COURSE FOR THE PARKING AREA SHALL BE COMPACTED TO A MINIMUM OF 95% STANDARD LABORATORY DENSITY. CERTIFICATION SAID COMPACTION SHALL BE SUBMITTED BY THE CONTRACTOR TO ��•�.,��.���_:;�.��-.m,,.;�.�. _-� ;_mom ,x 8 THE ENGINEER, OR HIS/HER REPRESENTATIVE, PRIOR TO THE PLACEMENT OF THE BASE COURSE MATERIAL, BOTH PROOF ROLLING AND COMPACTION TESTING MUST BE APPROVED AND WITNESSED BY THE ENGINEER OR OWNER TC=485,50 REPRESENTATIVE, K=485M 18. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND APPROVED BY THE ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. I j BW -486,50 486.20 �r ,, , i �i� 1 , i CIL IN 483.08 �............ � � �,. f �,�.. .... LEGEND. =488.15 - BC 488.15 l' x4W,2 ,� 8.25 �.� ... LEASE UNE 485�70BC=488.25' -� - TC=489.45--- SATC=487.40 BC=488.95 EXISTING VDOT ROW 486.60/ . BC=486.90 _ ' r i - r' _ P"rr TC -488.35 > _ . CONCRETE tk� �� r BC=488.35 { , CURB 85.40 4:.65 4 u "" " ' T1 ' TC=491.55" -µ µ CURB TRANSITION �f 86.70 X4,4' NAIL I {I BC=491.05 0% �alga0,} i �w 5.2% o� �220.00',9 �..w M + , l , , , l ! , , LIMITS 01= CONSTRUCTION/DISTURBANCE 485155 f . { 9 �. �PROPOSED STORM SEWER PIPE � v�� RIDGE .` 488.35 488.451 _`-� '�` r TC=490.70 _ JGUTfER LINE PROPOSED RIDGE GUTTER LINE fi ,� I t '�cP--# 1 i LA BC=490.2Qil / 488 PROPOSED CONTOUR (TRH) ,._.. Cf TEMPORARY CONSTRUCTION FENCE 3 50 % BC 486 90 �uggg �t i 1 - gE TC=488.90 ,.-. .. { $., I # BC=488.40 TC=488.50 TC=488.40 o # ,� I PROPOSED TOP & BOTTOM OF CURB ELEV. {II BC=488.00 TC 485 - �gBC=488.15 SPOT ELEVATION .PROPOSI] s<�w0. ni�c��h-I # TW 492.60 .���BW=488.60 RUNOFF SLOPE AND DIRECTION g 3 488.40 O t r ,�a fir' �I 2.2/ ° '${ TC=4O SANITARY SEWER STRUCTURES ' l BC=487.80 � .y� p��` ��.`a"x z,� � °Z-�'< �"' ;"� x . r h 'k�F'" ,,'�u� _ ,.r>�.t��i^ '1+ >♦ I '°♦ P d � ` { t z �z,;a. '- . `r. q`" • ,..>, .'Z,y.; '.,r' ri-�' a. F .IA ♦ I t r r ® GAS METER CONCRE7E VAULT �' (GREA TAA I- x I<• � STORM ,,EWER INLET VDOT DESIGNATION ,JtJ x.. b' ( r t f t 1 O STORM SEWER CLEANOUT` #FIP � '� HP���.• �01 °7 'cA 488 ri��= s�.� �' ��� �, �: �} y��'�;-;��' ����TC=488.30 �.�" �---�--; � ' 1 4 f d'� M ��r s * BC=488.30 t o # { t ( UD STORM ;SEWER MANHOLE °"'<.•„•. I91> D II 4.:. x'' r�F?rf+sl�y't3�} ,;�i $ 486.50 � _ 7 ° <4$fi�z; k Y�� ON ,p-�al�♦ $� t TW -4'92.10 ,Sz=`'TC=488.OD ^"� ^"''^'''t3!7�'e1 # 1 Q aux € I $ 1 t 4867�%Y _ ,>, 1.. # # { $ I ' , "'f C BW=488.00 BCNO -488 00 t t t oo$ 486.5 , ,,,-��yy PI LO •�., � s . ✓� �`.�3 .�''. '�'�x* ���t`'�x, �'a'`.µ�$,,:„aS� ",xS; �x.a '3+:r?�'R�nk"_.: t f� } � $, { ,, e 486.40 r .486.5. - �# zt Z 4X 6" CONCREWNWALK 486.30 S& $�t � 1� �r � �`b Rh►3v : 6;' 1� , , i ..��.�.` '��� i b� 8 x T d.1 -�-9� x �- GRADING -.�.__,.--.- __��_����N4y8�.79r 0y5!o r�4`d9,r -{ ¢ __-_�w ♦� ' KEYNOTE 1 `- ma 7TC=86.5DOWNSPOUT CONNECTION. TYP . 92.00C=86. , TM=4 r BW=4188.50 NAIL - G2 WYE -CONNECTION. SEE DETAIL t AOL Q��,220.070' SFT n •m � < � 229,6 STORM DRAIN CLEAN OUT. SEE DETAIL may`- F ��- ;DE' t G4 PROPOSED HEAVY DUTY DUMF STER AREA DRAIN CONNECTED TO �, --:,r SANITARY SEWER. SEE UTILITY PLAN SHEET C5.0. -s� ,, -. „.+..•, - ..:�:.r-t�.•"n�l�x j ��'-r` - �-�.�r,��a: r..a���j:w��-- r.,�,� �;t�.��;��;�. •ate„ ..m�_..�;,�w ' TC=486.40 TC=488.10 1449' Czn"TH L4'NE OF RIO ROAD EAST G5 PROPOSED STORM SEWER PIPE (SIZE AND TYPE AS NOTED). BC=485.90 BC=487.60 TC=486.00 TC=488.54 G6 PROPOSED STORM SEWER INLET STRUCTURE, SEE DETAIL. B C=485.50 BC=488.00 G7 PROPOSED STORM SEWER MANHOLE. SEE DETAIL S 1 I � � , �, �„ � � ••••�► i,`L itV Y: '1•t3J. UC5 19. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS. AREAS OF SURFACE 'MH#2 (SEALED) I E� ;. u� -� � -, y�� � � � _-,�_. PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. TOP. 480.12 (0!' 3 =� �3 ' �` � " G5 12" RCP Ill, L=25' p -w G8 PROPOSED GRADING RIDGE/GUTTER UNE 0% { p > I G9 " I _.. , _ n PROPOSED DOGHOUSE DRAIN INLET. 12 NV.=X80.70 Ii i=.� , >_•I�� a�.I I _ r>- _ . 20. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE t �,p CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING r i u. CF o r- 1 _ r - - - �`� � - - - '$r - - - ' G10 PROPOSED SUBSURFACE STORMWATER DETENTION SYSTEM. CONDITIONS. _______ �� SEE DETAILS ,. -- ` o . 5,�.�H,ff (SEALED) �s------� � ..� Gt 1 21. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY OF �I . TL1I': �4�. �0 1 I M.. PROPOSED 4' RETAINING WALL PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH ALL O.S.HA AND LOCAL REGULATIONS. )DOT r ��,� ,�Gt i N r { ij - 7JI {� - ; M G12 STORMWATER EASEMENTS TO BE DEDICATED FOR PUBLIC USE. DOT PERMANENT EASEMENT (+/-} - 22. STRUCTURES FQR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE PLANS AND THE APPLICABLE: { NAIL 3 { 2 �- G4 °Q' �� _ I _ � s } ^3 g # # �O I (JAIL STANDARD SPECIFICATIONS. WHERE GRANULAR TRENCH BACKFILL IS REQUIRED AROUND THESE STRUCTURES, THE I T ( f °c 5-. { s2,A �' 6.0% .� s --meq? _ _I - 5.2% ? 2zO.0t7' r.I COST SHALL BE CONSIDERED AS INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR; THE f ��,- �� I� "�`��,� -�� G2 ,� ; � '"�' r.�' , _ ��' •� ---�b ,..r �,,' t�' �-�~�-�r�,.�°. ,rte° � �`�.. STRUCTURE. j �y, ,r, X1 { t i _Q♦ .._._,4.3% �t- { " " ♦.$ -oiOI ' (� ° f# ' CCONCRETErq LAND#NG 923. CONFIRM INVERTS OF ALL EXISTING STORM INLETS AND SANITARY SEWER MANHOLES BEFORE COMMEN(CING 777' 4 { 6 ♦ i 6 1 • o i'. a� -'_F '%s•K""".""`,?°w"'".:."E,wf o w CONSTRUCTION. 0%.xnr'.'� -. M 24. ALL STORM SEWER LINES 18"bit -54" DIAMETER ARE TO BE REINFORCED CONCRETE PIPE ACCORDING T0� ASTM �#, ' { CI M #nom 6STRM°. Q r - i �� C-76 TYPE III, UNLESS OTHERWISE SPECIFIED ON PLANS. { #f 1 I IN1fSa Ar u �i♦ o G8 # j g 0`�,. I t • ! a itwfii` 5N.da ._. { dad` # { 'trf 3% Glx Kms: 3h 1 Oa 'I � � I I /# I STRM DMH -1 (MH -2) p >h� tit ; r� I a { LOCK TRM 450 OR EQUIVALENT SHALL BE USED FOR EROSION CONTROL AN G7G2� { �- ® r r : " I rx ._�>6 T iDFa� r 011 �� �r� . ,l t _# { I G11 25. A GEOTEXTILE MATTING (LAND ) -� { ALL SLOPES GREATER THAN 3H•1V. RIM=485.70 �� 7 ?'�•:`-CEF�z CI wz IC`. d d 0t II1 r - j€ €` EXISTING BUILDING INO . . 4C "+#355 4A'i t;l3t tS, 26. DRAINAGE STRUCTURES AND UNDERGROUND INFILTRATION FACILITIES SHALL BE INSPECTED SEMIANNUALLY TO 12" INV.=480.55 , zL4s' #{ r!MV7O 3 e G2 Q G10 34 -RDER.ENSURE PROPER WORKING O - SECTIONS TO MATCH ADJACENT FINISHED if ` 0`' R ' 8r kr m' z N<�,:, �' ru r _ # I 27. CONTRACTOR MAY ADJUST GRADES BY VARYING THE PAVEMENT`ao C,n48 �Lx a < . <.z-, 1 3 DI- ( to ; tea:k._. t. 2.2% 2.71! # INLETi� 1) GRADE. ADJUSTED PAVEMENT SECTION SHALL MEET OR EXCEED MINIMUM PAVEMENT SECTION REQUIREMENTS{ 1 V11 GRADE. SIN X482 55�>. -. I G6 , � * �s � � Cat2 i # RIM=487.50 0 B DISTURBED AS LITTLE AS t I €I { I� �'""; < 5 ,, SPECIFIED IN THE GEOTECHNICAL REPORT. EXISTING COMPACTED SUBGRADE T E , ,., r K� fryH Pc (=Q'{ Y� <x x F Ix a b a is c. wry , a �P&MO'"�',x'zS \ # # �s� '... a: +j { _ ` CONCRETE 1AULT ""�c ye �. 3 i4.r9? i9 � I '>, s^.d,,�' -�,1''t`i?"�' 7'a`r£'"3 x 5 POSSIBLE. { ♦ I ,�F r Y .psi t- T p y� 07 '4 .7�. 50Y'td'i"s i . t (GRE i I c [ I ar z�I?3E` L 45j3 ri ga" fSF �}iAP} f f! ♦. ♦ ♦�♦ � I O �' � ~�.., '?£,.. b,`_o' rn G48 . II i�`fi---�={��1f � 'T<`r`���I �e�- 28. ALL PROPOSED SPAT ELEVATIONS SHOWN INDICATE FINISHED GRADED ELEVATIONS AT EDGE OF PAVEMENT <,y.;�i��j//V�.T�r STRM DMH - 3 (MH - 2 VZ -AND/OR GRADE BREAKS, UNLESS OTHERWISE NOTED. RIM=488.00PF EX DOT DSH 36 coRIM 485.9529. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. LINE y 12 INV_482.50lk=474:.10 (D) y 30, CONTRACTOR TO ADJUST EXISTING TRESS LANDSCAPING PER FINAL GRADES. SEE LANDSCAPE PLANS :OR Ol, .EX 7Y-6-12 { GV 12" HDPE L=11.1, DETAILS. _ S-2 25% FLOOD NOTE: BY GRAPHICAL PLOTTING ONLY, THE PROPERTY IS LOCATED WITHIN THE LIMITS OF FLOOD HAZARD ZONE X (AREAS OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), PER THE FEMA FLOOD INSURANCE RATE MAP NO. 51003CO278D D DATED FEBRUARY 4, 2005. GROUNDWATER: GROUNDWATER WAS FOUND AT A DEPTH OF 10.0 FEET TO 15.0 FEET PERFORMED BY TERRACON ON MAY 13, 2015. REFER TO THE FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. GROUNDWATER LEVELS CAN FLUCTUATE, INCLUDING THE POTENTIAL. FOR RISING ABOVE CURRENT LEVELS DURING WINTER AND EARLY SPRING. CONTRACTOR SHOULD INVESTIGATE THE POTENTIAL IMPACT OF ANTICIPATED HIGH GROUNDWATER ELEVATION TO CONSTRUCTION AND PLAN ACCORDINGLY. RIM= 482.40 { BOTT.=472„.40 (D)_ - � � ; . I €� s{ ...... `� {= o,„, .�..? �.�..7 t r 71■ rr _ x�. 'q. ..., G2 _....» .,�„„. ..a -.,"-^n �'�"^.„,. _..� ._m., AL tL _......,�_ ....,,. i d I I h,,:.,", � 1-1 ! M.. L_L.A JL T 1 - £ - E - _ - „ E --s £ - y { m t 8" ' k �a 3 ,i l �t S i. 4 E - _..-M %s fs i ` ;i p d3 a� NO.sv.eS' ` - t +�� { II ' ♦ MII o♦ ( , ♦ G12 - . , " .-.� �i Bi Imo' 48 ( MHfT f.., _ - `nom / { i _ - T` ♦ T- � -�° _ '�� G2 -' � �' �f`� ,� X ; 1� EXM411 j� � NAIL. - » � r..3$ i ♦ a"; a k I G2 �''' M� w _ 12 .iNV.(in}-�Ft�.25 s- _t� s---- -- �"�.:.201.t�{Jo0' � SET '�� " ( �- 22 482: - �, ��.�.. 18 INVr. aut 481.7 DOG HSE. INLET#2 (DI -1) 466.4 RIM=484.50 INV.=±475.40 UNSUITABLE SOIL REMOVAL: ON-SITE SOILS SM, ML, CL APPEAR TO BE SUITABLE FOR USE AS GENERAL ENGINEERED FILL WHEN COMPACTED AT AN APPROPRIATE MOISTURE CONTENT AND FREE OF DEBRIS. "CLEAN" SAND SHOULD NOT BE USED AS GENERAL SITE FILL IN BUILDING AND PAVEMENT AREAS. REFER TO THE FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. TYPE: 12 } P -_- " Y� s - : _ d ,, P a r `i�� • 1 a if1� !. ��dd I�i gyre » i f'_m \ rC VDOT R x E TYPE. • 12"RCP U449' SOUTH DINE X00 G5 18 HDPE. L=5.3'_ _ TOP: 491.55 ,uv .4R_QnQ n>" Pin POAD F)A.ST � S=1.40% G7 G5 18" HDPE L=144.3' RIM=486.30 5=1.40% 6" INV.=481.40 12" INV.=480.20 4z� T 7V" }4t79F > HA I LEDGE EXCAVATION.- PARTIALLY XCAVATION:PARTIALLY WEATHERED ROCK (PWR) WAS ENCOUNTERED IN BORINGS B-1, B-2 AND B-3. DEPTH OF PWR IN B-3 WAS ENCOUNTERED AT 8 FEET. REFER TO THE FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. Sc� C� ONE C GRAPHIC SCALE Iu 20 40 so ( IN PEET ) 1 inch =. 20 ft. Greenherghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 051116 COORDINATION / / NA ON S ET 05/27/16 PERMIT SET R-1 06/02/16 U_/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/2116 PERMIT SET R-2 PROFESWNAL SRAL Sao AL'11 Op. aa'`SSTONA,L 0� rvv- LICENSE J 0402019.570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS 'P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS ROADHOUSE (U CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE GRADING & DRAINAGE PLAN SHEET NUMBER C4mO 483 ---- - ------- --------- NAIL lb SET SZ4 77-77 D 9 4 87 2 4 tt MH( _ -D) SEALIE IDS'. 486, 60 J, /> cb O0� NAIL _ b 20. 00' 4 V71 mew 71 r Non, I ft''k X - "W"111".1ml 9 - I XI I "I ------------ 00, 0 0 0 6 CO AZ; _J -J a, IN sio �� t - i I oil TOO 404" i5a f 0 I �, � o � ° ,, �' ff t s ( t Ir A oi 4-0 a/ f 'R 3' X r.0 110- CP Is R-2 j i a--- k 00 1 A 1 X; 4616. 32 1 X V, b V, ET. 311 '4f ILL z-2=ZZ, % I f 6 co S =0 4e- 7 c)w;� 6 -4- Nunn I C� /4. w INN" qg,! 18"n A� 7 owns 46M DOT 6-12 Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 Tel 508 229 0032 Computed: RSS Date: 5/23/2016 Checked: AMP Date: 5/23/2016 0 QS D 5" DMLrX-T A 93 J L 0 220. 00' S T R/A _LL q '490 0- 0 t5l 0 7 4w a,_� _ S _ _ _ a m ` r .,.._ { . -_- 4 -------------- ----- ------ ------- ------ - 46 _10 QMH ±449' SOUTH LINE GRAPHIC SCALT2P-* 4,9I` 55 OF RIO ROAD EA 3T DOT 6-10 ( IN FEET) I inch = 15 fL, PIPE CAPACITY COMPUTATION SHEET 10YR STORM Project: Texas Roadhouse, Charlottesville Route: Station: N/A County: Albemarle, VA Node ID Flow Time (mim) EXISTING VDOT ROW A x C 8 j Pipe x 1Velocity (fps) 1 2 3 4 5 6 7 10 11 12 13 Invert Elevation (ft) 16 18 19 STORM SEWER MANHOLE 0.00 TOTAL AREA > 0.05 0.13 0.05 0.05 0.09 ani0 0 14 is _n 0.90 0 0.90 3 6.67 1 6.67 (D 0 6.67 1 6.67 rD :E 0 3 0.043 57 3 0 0.083 Q10 :3 (D :i 0 0.29 0.31 0.55 125 (D (D 7.48 7.48 7.48 7.48 7.48 Cf 1.10 1.10 1.10 1.10 1.10 1.10 CxAxCf 0.059 0.047 0.118 0.048 3 0.091 Q25 1 < < -n INLET#11 MH#1 5 5.00 0.05 0.05 6.67 Er 12 RCP 0,013 25 480.70 480.60 0.004 2.87 0.46 MH#1 MH#3 5 5.00 0.04 0.10 6.67 0.65� 12 HOPE 0.013 93.8 480.60 480.20 0.004 CD 2.96 0.82 (D (D (D INLET#3 EXMH-1 5 5.00 0.19 0.19 6.67 1.27 ;' 12 HOPE 1 0.013 11.1 482.50 482.25 0.023 5:35 6.81 1.61 EXMH-1 MH#3 5 5.00 0.90 1.09 6.67 8. 54 18 HOPE 0.013 144.3 481.75 479.70 0.014 7.09 4.83 3 INLET#1 MH#3 DOT 6-10 5 1 5.00 0.00 1.19 6.67 `,792_, ; 18 HOPE 0.013 5.3 479.70 479.60 0.019 0.013 25 8.17 4.48 DOT 6-10 INLET#2 5 5.00 0.05 1.23 6.67 MH#3 24 RCP 0.013 15.1 479.10 475.40 0.245 0.05 35.65 2.62 INLET#2 DOT -6-12 5 5.00 0.04 1.23 6.67 480.20 24 RCP 1 0.013 1 12 475.40 1 472.90 0.208 1`2'6A 32.87 2.61 10 -Yr Storm CxA includes Cr factor of 1.0 DOT pipe information from DOT design Plans Greenberg hrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 Tel 508 229 0032 Computed: RSS Date: 5/23/2016 Checked: AMP Date: 5/23/2016 LEGEND: PIPE CAPACITY COMPUTATION SHEET 25 -YR STORM Project: Texas Roadhouse, Charlottesville Route: Station: N/A County: Albemarle, VA Node LEASE LINE A-2 EXISTING VDOT ROW R-1 CONCRETE CURB R-3 IMP. AREA (C=0.9) CURB TRANSITION. 0.05 0.11 PROPOSED STORM SEWER PIPE 126. PROPOSED CONTOUR (TRH) PERV. AREA (C=0.3) STORM SEWER INLET 0 STORM SEWER CLEANOUT 0.00 STORM SEWER MANHOLE PIPE CAPACITY COMPUTATION SHEET 25 -YR STORM Project: Texas Roadhouse, Charlottesville Route: Station: N/A County: Albemarle, VA Node A-1 A-2 A-3 R-1 R-2 R-3 IMP. AREA (C=0.9) 0.06 0.05 0.11 0.05 0.05 0.09 PERV. AREA (C=0.3) 0.00 0.01 0.01 0.00 0.00 0.00 TOTAL AREA 0.06 0.05 0.13 0.05 0.05 0.09 Weighted C 0.90 0.82 0.83 0.90 0.90 0.90 110 6.67 1 6.67 6.67 6.67 6.67 1 6.67 AxC 0.054 0.043 0.107 0.043 0.047 0.083 Q10 0.36 0.29 0.71 0.29 0.31 0.55 125 7.48 7.48 7.48 7.48 7.48 7.48 Cf 1.10 1.10 1.10 1.10 1.10 1.10 CxAxCf 0.059 0.047 0.118 0.048 0.051 0.091 Q25 1 0.44 0.35 1 0.88 0.36 0.39 0.68 PIPE CAPACITY COMPUTATION SHEET 25 -YR STORM Project: Texas Roadhouse, Charlottesville Route: Station: N/A County: Albemarle, VA Node ID Flow Time (mim) A x C 8 9. 0. Pipe 17 Velocity (fps) 2 3 4 5 6 7 10 11 12 13 Invert Elevation (ft) 16 .......... 18 19 > :0,0 14 15 0 (D -n C CD CD :3 C 0 vi as 0 3 0 C 3 Er LA CD :EO (D rb" CD (D (D (D 31 (D 06) < 3 INLET#1 MH#1 5 5.00 0.06 0.06 7.48 .44:" 12 RCP 0.013 25 480.70 480.60 0.004 2.87 0.56 MH#1 MH#3 5 5.00 0.05 0.11 7.48 0,80 12 HOPE 0.013 93.8 ' 480.60 480.20 0.004 �,2.38 ' 2.96 1.02 INLET#3 EXMH-1 5 5.00 0.21 0.24 7.48 1.81 12 HOPE 0.013 11.1 482.50 482.25 0.023 5,35 5, 6.81 2.30 EXMH-1 MH#3 5 5.00 0.99 1.23 7.48 11.03: 18 HOPE 0.013 1144.3 481.75 479.70 0.014 7.09 6.24 MH43 DOT 6-10 5 5.00 0.05 1.39 7.48 10.40 18 HOPE 0.013 5.3 479.70 479.60 0.019 :14.43: 8.17 5.88 DOT 6-10 INLET#2 5 5.00 0.05 1.39 7.48 �10371, 24 RCP 0.013 15.1 479.10 475-40 0.245 35.65 3.30 INLET#2 DOT -6-12 .5 5.00 0.05 1.44 7.48 1035. 24 RCP 0.013 1 12 475.40 472.90 0.208 2 32.87 3.42 25 -Yr Storm CxA includes Cr factor of 1.10 DOT pipe information from DOT design Plans FCRE ss Z_ -P ONE C Greenber9 hrm 153 Cordaville Road, Suite 21 C Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the a referenced Professional and is not to be for any purpose other than the spe project and site named herein, and co be reproduced in any manner without express written permission from the Profess ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/V/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SE 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 0i_ G. % ic. No. 119570 At IONA Not QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA 'E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUAR ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE DRAINAGE PLAN SHEET NUMBI ER C4.1 LICENSE # 0402019570 1111M - - PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA 'E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUAR ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE DRAINAGE PLAN SHEET NUMBI ER C4.1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF UTILITY COMPANIES, VDOT AND OTHERS, AND, Wry"ErE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE EXCAVATION TO DETERMINE ACTUAL UTILITY FIELD LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING EXISTING UTILITIES WHICH CONFLICT WITH IMPROVEMENTS SHOWN ON THE PLANS. NECESSARY PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT EXISTING SERVICES AND MAINS. DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. �. JQF ==-,C6CF LL U33 y w U 54 LF -8" U28 DIP. ® 1.0 a RIM=486.- CF sA4H#2 (SEA LED)� ..482.60 _f Top, 480.12 IN - U24 N V.-_ 4Li4.Q0 U26 CIF CF `� - -- -- S '_ ._ -- S . _ -- _- 5 -- - � � ° ° .�M�w.�.w _ . I I I � I I t s I i t � ,t;<� ll�.0 LJ. �l.L t1. �...L71�...Ll._Llt�.•.J.,L ,�-t[ll�_ U23 28 LF -6"1 U2 - - - -s_r 1 -- 6 - SDR -SDR 26 ®i .80% 14z) INTI I��.I NMI ENT EASEi `�T M _ U18 s 1N r t ES� 1 I 1 1 --- __.. i t f•���i L---------- ----- SM I (SEA10, L" ) TOP: 48163.6 <NVS8, <NVS � �s,� U36 U34 U27 APPIi €JXIMA t-E� 77 N OF U11 15' DRAINCE EASEMENT U10 U8 U22 ` CU11 ds- - S_ P�a):ATE LA�L LOC U16 1#�s Avc- - s rOP: 489.58 - <..�,. C,/L INS 483.08 CAS EASE19ENT 11.B31447, ISG. 416 � _ � 15' SEWER AND GAS CASEMENT APPRO SMH 1 -- - eAse, 0C 71ON of 75,_ I U7 At R RIM=489.25 s ss P `� �E - - 8" INV(w)=483.15 grx7- ow - - __- ,! U31 �; =-ws s l�vc _ sl�ascAPE IsU,Nt�Lr��tosAP�is�Q i a i",K •5P I _ >; REMAIN I,.,....m N ;;3 ra I 1 I.._ Q I G... "`. YO''� 1 < r ..�, w..,... ^� ^ E $ � , � ""^-.v.»..,....�� bF.`a `^=!3 3, :� I .tz .v � y� �- 8CONCRETE U18 c: '�Y. 7 Gw ttb .t, a R:. 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II 11 FL ag \ (4l; t 7t it � S^4�...« � � '"`•�""'..- .a,„v,#' � `'.. !;C ...-. '�_ �- 1 ...,.... ««,.. ...,.. � T .. >•v �n EL I. s i 1 `RANSFi3Ri m i m. _ e`.e, fr �U23 f ^`---- c ^------ £ --- I ----i" E - E ,-fit. .. "'�a.,- ». _ :,. _� _.., �-.- �,.>.- �....,..........".1 ,-. ' • H "' O3 .; : is ii2:dz. ,�>f- E i 1 N t s- t 1 U18 15, .D,.ir1»" ..,.a,.�.,."'�.�.�a,a".3�?r;-.;....�.7.i ....,�. {APPftOXIMAiE L6ATiQN} r. crs- uzrr;;=- n c as w S hs-� - rAr '' - :sr =AS ,Rs - c.. gas -SU20 U22 CF1` 1 `.�'aSE I Pi.- (ixaP'.ii'Eff VC0 bis.i;57 t USE IJTI .%A' q1„,110,11; _% DE WALK " o 1 LANDSCAPE- I IU24 SIRE I U33 L (y l l t 24 F-6 0 ISLAND wM J--2 bM .44" SDR 26 @ 1.0% Gt-f7 OF WA Y � CO EASEtv1ENr tn= a� CONCRETE PAD TO REMAIN OM DOM- DOM OOM -2-DOM - DOM DOM -4 F1 FRE -FRE To REVAIN DUMPSTER STING LANDSCAPE TO REMAIN - : o PROTECT FROM GONSTRUCTiQ d -. PAD/ - s 4"S PVC' �6-(MAT LO c tto U32 ..1_.". .............,. ^_........_ DR,�.rtNz-a--s�{r�:tNr IrWr. PTA" 1 RW 2D ::t�.l-N--.I-F"�--f»^I .1x.tl.g=t=:."»-1 �•f;.�.'-2.Yi-'ix:;i: ."�"'."w M.:'7•=:=}-.«:ic-'-t'-"k-_j .... ,»....„......................._ ..__..__._ }__'::t:4=wK=��= 'r'�I""' ..._�_ �A , P5 {�` _......._. € .; o o - t------ SIE GRAPHIC SCALE FIRE FIRE PROTECTION WATER UNE N (I TOP. 491.55 U37 o < APPROXIMATE LCICA77ON CIF VEPCO U23 SANITARY SEWER UNE ,�,.,,,J{• U14 2I I to 20 4I -EASEMENT D.B. 653, PG. 780 o ^ ® (�) O 00 ^ O PERM. VOOT AND DOMINION EASEMENT m Q O CJ Y� FIRE DEPARTMENT CONNECTION (FDC) D,&. 4596, PG 743 S_ I IlVO-L ZF M T-RALL (IN FEET ) 1 inch = 20 it:. GENERAL UTILITY NOTES: 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ENSURE: NO CONFUCTS EXIST WITH PROPOSED IMPROVEMENTS. NOTIFY ENGINEER IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. THE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTIUTY COMPANY IN ORDER TO RELOCATE IF NEEDED IN CONFORMANCE WITH THEIR GUIDELINES. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE APPROPRIATE UTILITY COMPANY PRIOR TO THE REMOVAL OF INDICATED UTIUTIES ON SITE (SEE DEMOLITION PLAN). CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS REQUIRED FOR DEMOLITION AND HAUL OFF FROM THE APPROPRIATE AUTHORITIES. 3. AUTHORIZATION MUST BE OBTAINED FROM THE GOVERNING AUTHORITY TO CONSTRUCT, ALTER OR MODIFY A WATER OR SEWER UNE. CONSTRUCTION OF WATER AND SEWER INFRASTRUCTURE WILL BE AUTHORIZED BY THE WATER SYSTEM UPON: - APPROVAL OF SUBMITTED PLANS. - NOTIFICATION OF THE WATER SYSTEM AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION. 4. AT THE COMPLETION OF THE WATER AND/OR SEWER CONSTRUCTION AND PRIOR TO RECORDING THE FINAL (PLAT, THE CONTRACTOR WILL FURNISH THE WATER SYSTEM INSPECTOR RECORD DRAWINGS OF THE PROJECT, 5. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE GAS COMPANY FOR THE CON!STRUCTTON OF THE GAS LINE BETWEEN METER AND MAIN. 6. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE POWER COMPANY FOR THE CIONSTRUCTTON OF ELECTRICAL CONDUIT TO PROVIDE SERVICE TO THE TRANSFORMER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING, PRIOR TO CONSTRUCTION, ALL EXISTING LOCATIONS AND INVERT ELEVATIONS OF SANITARY SEWERS, STORM DRAINAGE, AND WATER MAINS. IF ANY INVERT ELEVATION VARIES MORE THAN 0.11 FT. FROM RECORD ELEVATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, WORK SHALL NOT PROCEED UN11L THE CONTRACTOR IS NOTIFIED BY THE ENGINEER. 8. CONNECT TO EXISTING UTILITIES AND INSTALL UTILITIES IN COMPLIANCE WITH REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. 9. COORDINATE WITH BUILDING PLANS TO ASSURE ACCURACY OF UTILITY CONNECTIONS AND COMPLIANCE WITH (LOCAL CODES. 10. ALL SEWERS TO BE MAINTAINED THROUGHOUT CONSTRUCTION, INCLUDING CLEANING OF ANY SOILS (WHICH INCLUDE CLAY, SILT, SAND AND GRAVEL) OR DEBRIS ACCUMULATED IN SYSTEM. 11. ALL SURPLUS EXCAVATED MATERIAL FROM THE TRENCH SHALL BE DISPOSED OFF THE SITE BY CONTRACTOR. 12. COORDINATE EXACT TRENCHING, ROUTING, AND POINT OF TERMINATION WITH ALL UTILITY COMPANIES. 13. SEE GENERAL NOTES, DETAILS AND ACSA NOTES FOR ADDITIONAL INFORMATION. INSERT -"A" BUILDING CONNECTION DETAIL (IN ) 1 inch = 10 ft. GRAPHIC SCALE 1_ f I f'l' ------- ;__ IU34 I I V10 h r U38 /- AREA DRAIN T C R8 INLEI ACSA _ GENERAL WATER & SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPEC11ON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIAL AT THE START OF THE WORK. 2. THE LOCA11ON OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT UNES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE. BILI 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). i ONE C��� PROPOSED LEGEND: - <NV:S o U11 U7 U30 U19 U22 -U9 U16 220, PROPOSED STORM SEWER PIPE o o - t------ DOM U17 FIRE FIRE PROTECTION WATER UNE N (I IRRIGATION LINE o < � E E U6 U19 <SAN SANITARY SEWER UNE ,�,.,,,J{• U14 ELECTRIC LINE T o ^ ® (�) O 00 ^ O I I m Q O CJ Y� FIRE DEPARTMENT CONNECTION (FDC) MECHANIC) &yzI ^ Q INV.=485,00 U6 ROOMF'°I �/ I U10 U6 ^r U17 U6 A U9 U6 ) U13 U11 U6 I U6 ISI U12 U6 � I Ik�l f� I ( ; U4 INV.=485.00 U6 I qq, ON> SAN> SAN> >r INSERT -"A" BUILDING CONNECTION DETAIL (IN ) 1 inch = 10 ft. GRAPHIC SCALE 1_ f I f'l' ------- ;__ IU34 I I V10 h r U38 /- AREA DRAIN T C R8 INLEI ACSA _ GENERAL WATER & SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPEC11ON BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIAL AT THE START OF THE WORK. 2. THE LOCA11ON OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT UNES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND UNES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE UNE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE. BILI 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). i ONE C��� PROPOSED LEGEND: - EXISTING VDOT ROW PROPOSED STORM SEWER PIPE LIMIT OF DISTURBANCE DOM DOMESTIC WATER LINE FIRE FIRE PROTECTION WATER UNE IRR IRRIGATION LINE GAS GAS LINE <SAN SANITARY SEWER UNE E ELECTRIC LINE T TELEPHONE LINE ® (�) O STORM DRAIN STRUCTURES. SEE DETAILS, O SANITARY AND STORM CLEANOUT FGM -1 GAS METER Y� FIRE DEPARTMENT CONNECTION (FDC) @0 PROPOSED SITE LIGHTING FIXTURE UTILITY KEYNOTES CA ut CONNECT TO EXISTING SANITARY SEWER MANHOLE'. u2 PROPOSED 6" SDR 26 SANITARY SEWER PIPE. u3 PROPOSED SANITARY SEWER SAMPUNG MANHOLE., SEE M.E.P. PLANS FOR DETAILS. u4 PROPOSED 3,000 GAL. H2O GREASE INTERCEPTOR. SEE M.E.P. PLANS FOR DETAILS. us PROPOSED HEAVY DUTY DUMPSTER AREA DRAIN CONNECTED TO SANITARY SEWER. us UTILITY CONNECTION TO BUILDING. SEE PLUMBING/ELECTRICAL DRAWINGS FOR EXACT BUILDING CONNECTIONS AND LOCATIONS. u7 PROPOSED PUBUC SANITARY SEINER MANHOLE ua PROPOSED CONNECTION (WET TAP) TO EXISTING 8" WATER MAIN. INSTALL TAP SLEEVE AND 6" TAPPING VALVE, SEE DETAIL. us 6' CLASS 52 D.I. FIRE PROTECTION OR LOCALLY APPROVED EQUIVALENT. PROPOSED DOUBLE DETECTOR CHECK ASSEMBLY AND F.D.C. INSTALLED IN BUILDING UTILITY ROOM. ut0 PROPOSED 2" DOMESTIC WATER METER VAULT. SEE DETAILS. utt 2" TYPE K COPPER PIPE, OR LOCALLY APPROVED EQUIVALENT. PROPOSED WATER METER INSTALLED IN METER VAULT, BACK FLOW PREVENTER ASSEMBLY INSTALLED IN THE BUILDING. ut2 FIRE DEPARTMENT CONNECTION (FDC). PER FIRE DEPARTMENT REQUIREMENTS. uta PROPOSED 6" GATE VALVE. ut4 PROPOSED 2" SERVICE GATE VALVE. Outs PRIMARY ELECTRIC SERVICE LINE TO PROPOSED PAD MOUNTED TRANSFORMER. ELECTRIC UTILITY LAYOUT FOR COORDINATION PURPOSES ONLY. CONTRACTOR TO COORDINATE WORK WITH ELECTRIC COMPANY PRIOR TO EXCAVATION OR INSTALLATION OF CONDUITS AND HAVE INSPECTOR VERIFY CONSTRUCTION PRIOR TO CLOSING TRENCH. u1s PROPOSED PAD MOUNTED TRANSFORMER. CONTRACTOR SHALL COORDINATE DIRECTLY WITH ELECTRIC COMPANY PRIOR TO CONSTRUCTION TO DETERMINE FINAL LOCATION. PAD TO BE CONSTRUCTED PER ELECTRIC COMPANY SPECIFICATIONS. ELECTRIC ME"1ER TO BE INSTALL. AT TRANSFORMER. uta SECONDARY POWER - SEE SHEET E3, DETAIL 1 FOR SECONDARY ELECTRICAL POWER REQUIREMENTS - CONDUIT AND WIRE QUANTITY AND SIZE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. ELECTRIC UTILITY LAYOUT FOR COORDINATION PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH ELECTRIC COMPANY PRIOR TO ANY EXCAVATION OR INSTALLATION OF CONDUITS AND HAVE INSPECTOR VERIFY CONSTRUCTION PRIOR TO CLOSING TRENCH. u11 PROPOSED SITE LIGHTING FIXTURE. PROVIDE BRUSHED ALUMINUM FINISH TO MATCH EXISTING FIXTURES. (SEE LIGHTING PLAN PH1.0) ut9 TELEPHONE/CABLE SERVICE LINES. LAYOUT FOR COORDINATION PURPOSES ONLY. CONTRACTOR TO COORDINATE WITH TELEPHONE/CABLE COMPANY PRIOR TO EXCAVATION OR INSTALLATION OF CONDUITS. CONTRACTOR TO INSTALL 2-4" PVC CONDUITS. MINIMUM 6 LINES REQUIRED FOR TELEPHONE AND MINIMUM 5 UNES REQUIRED FOR CABLE. u2o GAS SERVICE CONNECTION TO EXISTING GAS MAIN PER UTIUTY UTILITY REQUIREMENTS. UTILITY COMPANY TO EXTEND SERVICE TO GAS METER AT BUILDING WALL. CONTRACTOR TO COORDINATE WORK WITH GAS COMPANY. u21 PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. u22 CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS AND SPI=CIFICATIONS FOR PROPOSED UTILITIES CONNECTIONS, SERVICE SIZES AND TRENCH BACKFILLING REQUIREMENTS. CONTRACTOR TO CONTACT ENGINEER IF DIFFERENT CONNECTION LOCATION IS DESIRED BY UTILITY COMPANY. (U-2- 3 PROPOSED STORM DRAIN STRUCTURE. SEE GRADING PLAN AND CONSTRUCTION DETAILS FOR ADDITIONAL INFORMATION. u24 LIMITS OF CONSTRUCTION DISTURBANCE. u25 PROPOSED FIRE HYDRANT ASSEMBLY. SEE DETAILS u2s PROPOSED 6" SANITARY SEWER WYE CONNECTION. U27 NEW VARIABLE WIDTH ACSA WATER EASEMENT u28 NEW 20' ACSA SEWER EASEMENT U29 PROPOSED 8" DIP PUBUC SANITARY SEWER EXTENSION u3o 1' IRRIGATION SUPPLY LINE TO IRRIGATION CONTROL BOX. (IRRIGATION SYSTEM TO BE DESIGN/BUILD) u3t CONNECT EXISTING AND PROPOSED 6" SANITARY PIPES TO PROPOSED PUBLIC SEWER MANHOLE. u32 CONNECT TO EXISTING 2' DOMESTIC AND 4' FIRE PROTECTION SERVICES. U33 8"x4' TEE AND GATE VALVE FOR 2" DOMESTIC SERVICE AND a FIRE SERVICE. SEE LARGE METER CONNECTION DETAIL. u34 REDUCE AFTER GATE VALVE TO 2" DOMESTIC SERVICE PIPE WITH 4" THREADED PLUG FOR 2" COMPRESSION FITTING AND 2" CORPORATION STOP. SEE LARGE METER SERVICE DETAIL. u3s 1" TAP AND CORPORATION STOP FOR IRRIGATION SERVICE. SEE DETAILS u3s 1" METER BOX FOR IRRIGATION SERVICE. SEE DETAILS u37 PROPOSED RELOCATED SECONDARY ELECTRIC SERVICE FOR #355. u3s NEW 20' ACSA WATER EASEMENT Greenherighrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/216 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PRDFEV1Ij 1f U� %i ► n ✓ V ��:SI�NIAL F`�4 rn� ]LICENSE 0402019570 PROFESSIONAL ITN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FQDERA E.I.T. 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Cutoff optics with fiat:tempered glass tens: Caplignitor cradle and FZ mount knockouts for easy wiring. Lamp supplied:; SPECIFICATIONS Label DIMENSIONS Finish:: UL Listing:10 ora" Chip and fade resistant polyester powder Suitable for wet locations. HID fixtures can a:---'----- 26,3 cm 1 coating: be'wlmd with 90° 0 supply wiling if supply -- Housing. wires are routed 3' away from the ballast, 30 f I. Die ;astaluminum,112"'NPS tapped top, Patents: 20252 both sidesand back forconduit or Pat, D440,683 jjj photocontrol, Hinged refractor. Continuous pbotocontrol` 19 n one piece silicone rubber. gasket. Button Photocontrot installed and Ited for 22,9 em Reflector: 120V '-.A "� c 0)0/00/0000 "Y A Semi -Specular anodized aluminum, Quad Tap: I removable for installation. Symmetrical light Fixture works:with 120, 20$, 240, ansa 277 SCIMPULLb To USIX,: (1)100 WATTMED,)3As6 Fop. (1) ISw CFL SG1tGw-IN LAMI, p(�'artfem maximizes distance: between volts L•, GO 011 Openings: Color:- BALLASTt N'A - Top, side, back and bottom'. BroIL- nze 9.114. 1 661 Weight: 23.5 cm 1 x67599 @ 91 A.F.G. 11.95 NNJSM PAiNTEO GLASS BLACK PHOTOMETRIC ORDERING INFORMATION MotalHalide Total Lamp. :Lamp. Starting Amps/ Operating Amps Input: LAMP :Initial Lamp Lamp supplied with fixture Watts. Type :Base .Ballast 120V 208V 240V " 277V Watts ANSI' -Lumens Hours 100 ED17 Medium HX.HPF,QT 1.111.2 :713 .71.8 0:5 129 M90 :9000 15000 Factory Installed options Tamperproofccrews(ITP) Button Phot000ntroiwired for 208,277volt (/P.C2) Add cu(fg to Catalog NuJnber Swivel Ppotocontrol (/PCS)' Button Pholocontrol.(IPC) Single fusing for 120 and 277 Yolt' (/F) Note: Specifications may change without notice. RAB Lighting, Inc, .170 Ludlow Ave- Northvale,: NJ 07647 - Tel: 888 RAB 10 00+ Fax: 888 RA13-1232 • www.rabweb.com 02008 Calculation Simmary Label Avg Max Min Avg/Min Max/Min EXTENDED 1.57 74.3 0.0 N.A. N.A. PARKING LOT SURFACE I I 3.07 7.7 1.4 2.19 5.50 I LIGHT LEVELS ARE INITIAL FOOT-CANDLES, M IN7)AINED LIGHT LEVELS ARE SLIGHTLY LOWER PROJECT: TEXAS ROADHOUSE KB7599 •2771si0act9WWHoi4AP PROC \FO_- I&T ^i lot - .111. l- 1 ,'J-i>Z IXTURn'FV 117 �•.t ^� QUANTITY:2 PEGtFI�A X Label RCMBSE'tFK TH _ TC1rAL_L1GI11jNGMNCEI'rS . - f ROJ1iGT.M1tANAGER: 1YES[;GY Lam. Watts PROJEGT.NCRdDER, X - 30 f I. A L. .. . .... 11 ... . 20252 _.. . (- 211 .'111 H :1$1 .731� 1- ll . / 1\ I . I I I I ) / 211 .... 1 ss -14'k- _- 2 '-.A "� c 0)0/00/0000 "Y A ! O F,_.LEAUYIJ,IB STARTS UMN Jui, TOFAPPROVED Ul4l\YIN(is,`FIINI$H:$AMPLU: AND PAU)DBPOSITS. TR0)f Rt:SER4•!:$'rt!l Rlrirrr,ft)\I,1,fF.,1il;.QRCr1,ANGL'-S707'HISURAt)1NOASRkQUiRNDHYPRQn,L'L72ONCONSTRA1t:lT : u°us' N.T.S. „w.l I O T; F[X'rURE SPECIFIC^A1'IONS .. ECF-5-215LA-641A-NWi-UNV-RAL 90065 / AVP1rSS5-18-4-11-EMl9-RAI/-9OO6S SCIMPULLb To USIX,: (1)100 WATTMED,)3As6 Fop. (1) ISw CFL SG1tGw-IN LAMI, F12 SINGLE VOLT1(3r-, 120V. 1.000 125 BALLASTt N'A - 2 i F17 LABELtNG: MECTS' U.L.sTANOARD 1593 - 1 661 1 1.000 UIFI"US!?R7 CLEARGLASSJAR 1 x67599 @ 91 A.F.G. ) NNJSM PAiNTEO GLASS BLACK I S 1 593 Til )y St. i.tfHTlVn1;';' '; 74675 P.1STa,1,gk A1F1 ! TNWSTRYC%9045TF1: (6261336.4Sil =' VA7i: (626)}365721 1 7.5 osvPynsMTrorrsLUy6n,mg09nb2nO L,2t1_1 _ TEXAS ROADHOUSE CHARLOTTESVILLE, VA PREPARED BY: JOHN BUJAKE ACCUSERV LIGHTING & EQUIPMENT 877--707-7378 502--961-0357 EAX jbu3ake@accu-serv.com JULY 22, 201 Luminaire Schedule I;NvG024rla cgdMWAHouuiP •2771si0act9WWHoi4AP i760024,SC6-CM-GU24- lot - .111. l- 1 ,'J-i>Z SC6277Y. : Ardl"?ecMal neweonstarWoo. Synbol Qty Label Arrangemnt Lum. Ltmtens LLF Lam. Watts Description 1 A SINGLE 20252 1.000 211 ECF-3-215LA-641A-NW{-UNV-RAL-90065 / AVPL-SSS-18-4-11-U4n9-RAL-9OO6S 2 B SINGLE 15195 1.000 211 ECF-4-215LA-641A-NWi-UNV-RAI/-9006S-IS / AVPir-SSS-18-4-11-UA19-RAL-9006S _- 2 C SINGLE 19880 1.000 211 ECF-5-215LA-641A-NWi-UNV-RAL 90065 / AVP1rSS5-18-4-11-EMl9-RAI/-9OO6S 1 F12 SINGLE 5528 1.000 125 WP1kf)100{7L/PC @ 6. 331 A.F.G. 2 i F17 I SINGLE 1 661 1 1.000 1 14 1 x67599 @ 91 A.F.G. 28 J F18 I S 1 593 1.000 1 7.5 1 LR6-7L-35K-GU24-E26i @ 91 A.F.G. SITE FIXTURES ARE 211w 4000K LED w/ FLAT LENSES FIXTURE B HAS BACKLIGHT CONTROL POLES ARE 181-0" FOR AN OVERALL FIXTURE MOUNTING HEIGHT OF 20'-O" A.F.G. I I Each outdoor lurdnaire 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. , LR6 Series Type F C8 LA6'°.LED Downlighi.-V' ._... . __... .......... ... ProducEDes.. Fuon. The 1_1`16'"-dow li ht is an unparalleled - combination - n ed comb Gon ofti hf quality .and i 9 efficacy outstanding Pa 9 4,3. tY 4y 9 n9 4 /forma andval et her f I nce a of etrortdo nI space. Delivering # w i) en fa 1800 (tlm�ls o exceptional 904 CRI Pe f 1. 9M P 9 uP ceP � light whde a leve u o 100 um r 4 h i, ct n t lumens watt tfusbreakttuou h d is 7c performance ieved comb'i n , 9 p per ash I 9 Pe by 9 r a the high efficacy.dnd high qual fyligM of tXee Ttuewt} te° T¢cfulotogy, Witfl aninteg[ateddnvet and tjJemlal : e 6" L. man ern nt des/ n. Ttte LR down(f ht rs available or �' a9 tnwarm ne0tratcclortem ratGes'th 't � �.. 0 g r it'.e umen � � pe r acka es and o urs a wad 'm opt] � • P 9, ff cry of trI .. pt ons. Applications, Commercial new construction and retrofit: ;. , s. wy+-- cogWor4?p,-.UAr.-rts,n' r« zmriK} kiwi Housings & Trims Reference Housing & Accessory documents for more details. 120119VMBmnemudtbpirip I;NvG024rla cgdMWAHouuiP •2771si0act9WWHoi4AP i760024,SC6-CM-GU24- lot - .111. l- 1 ,'J-i>Z SC6277Y. : Ardl"?ecMal neweonstarWoo. 'Teduredw,lefitish, -Tc towilitefnsh' 1106-GO24 .SrbCMaL-sm So"L-M -lie've,in moot --TeshredbLd&blr Tesiurniblackfi inh. 111166024 r20Y GU248m waq)fouat1k03kgs 277VcatN*ft4i6psiW -Itermu :806-VIM-GLU4 - SGCIC92TIV J20Y GUZi Base.surrats Mpuuthooss s -ToIdredfrhnC firisb: 4=6it4whilefovi, sr6Guza '2TrV Recessed Fkasky, Arevolutionarywayto,generatehigh-qualitywhilelight;CreeTruew(ute4Technologyis - Texlu'24 write rcush .N62T7Y: TexurredwadkI -TeatdrcdMack6n"sh SMOL-6024 -AzdUieci,,,il _"urDctnn 2rNwa mwisafiasio23 -TrWuredbi,dfin+sh Rc(i 7zm SM111MITTY 8,646'(1). :NmtoosttuifRn •TextlaedwNtelitm ;.Trims .: - i U6A 9R. 176 IDA _ I -1116V-DR ._,_ OMusc iialrefetawMete natie-Pevdd4fauw4dnedmrAVrwi,Uefluie Srcgdheh}tep+ntedrefle;:xM tqe tT6Aw DR :116A8 Oft lTBtifl-DR jnwatdAfuseimdrzed cefleda w/whnenange T8(ad(arodaM reBectaf4(rRuteBarie. Y. . _ )YOpipCkreflerAtiJJJdtg4- ^M1..-, Ordeiing irlfomtation. Example: LR6.7L-27KGU24-E26' �2QV GU24 . ----.1 t Ell sen E 2fiThrealt f-- a1,535' .Tari' (39mm) I i'i�l - i€1, j 4- 1.545• -sl (39mm) FA1sgilAdapta• f&c d##i O,thatl 4-E26 1'"asge (Lti679t;,990 786'*% t 7l, .: !'2711 1p4ak : 1>hok 1:zSk gklmePe 90* 2700K s 120Yoti%' , 2Tlireoruudor lot - .111. l- 1 ,'J-i>Z .MustbeusM Creesu-k> h 7N i Z77Y s�aG . 2 - tawings,(seaHolnitgsrdile"shore} IO6Y{1,060.1umms 100 LP)Y i�SO : ;2TlVa6s gtl4 Mal 1:40x. "' -GV24bast j22wlX01unens-#2W9 40J4'( i -+fradadeaVywN11R6 t0LardtA648t: 'overage. System Wittts" _ G*1 41041e leiieriadiikli.; - -_.__--,.__ ----------.--- _____-_-____..._.mow__,_._.,.__ t � anh(srau 16 : • k1"luaeni-y 4.dmaJa.vR++ntt S Type 5 "tMwwtbead"idwuuwCpi ppmieids 2: LR6'".LED Downright-- 6 $30 Product Specifications Photometry CREETRUEWHiTEsTECHNOL)GY , dP.6-10L-AKCE5TL REPORT PLA6011-0U1 Arevolutionarywayto,generatehigh-qualitywhilelight;CreeTruew(ute4Technologyis Fb@Yep!�at�yhas been conductedbyaNVLAPaccred'Redtestingiaboratoryin a patented approach that delirTf,sin.ezclusive,conbinafo1f0Ctbeautullight: noewnhlESNAIM-79.O&IESNALI+790Bspecfesitheentmeiunivate as the source characteristics, andiifekrigcolorconsisttihcy; ill While idainfainnghigh lumimiils restll"inafattueeffciencyofJOU2L eff cavy - a true no compromise solutlea; NW K.OOR 4 0QTD0,0R SITE &� AREA Accessories.(ONer Separately). ' :FSiR-100 MR hand heldprogrammer (For usewith'MRI' : MS-AJ20.V120Y Input Motion Sensor for. motic .r s drisewhcn f1cid Pro8rammin tx MR50 or APD4MRO required): if desfrtGi only ore is needed:per lob,- : MS -A -277V: 277V -Input. -:Motion Sensor for, MR50 or APD -MRO t,ED:VYattageand.Lum,'en Yalueis ,S.t4ndard EcoFurnI11iminat"re. 11 System 'm utwati maYvar/ ba.sed o inPtoha '-b/ u to ! 10% and ased on. manu(cturerforwa+3.Y fta8e, h "uP tc+ .-SX , 12 Ltir-n nalliesleaedonpH0t9en trtctssts i%rnedncomph ne wti'1E N4,LM 7 ., Data'rs s eA ba'• ' {) ai ., i.d oat tests a.rs)nntlar tiUt not {dent ta„ )um na re4, EcoFor ' Drill e a e tan d m Q 1 T impi t ..(S dor Arm :!'fount}. X50" (141 mm) A 6.35 an Initlaf L umlon0 el.----- OrderCOde Atray .'(standard units) :Quanta - ToeaJ LEDs 1:ED Current (rnA) 'overage. System Wittts" - - - LED Selection 2 Type 2 - 3' Type 3 4: Type4 S Type 5 SSLA•3253' 2: 32 $30 52 NW 5,9940) 5,895,(,) 5,823(1)- S,'588.(a) ,75LA-4853' 3 48 530 77 NW 8;899 t,} 8,753 (s) 8,646'(1). :8,297(1). 1OOLA-6453 4: 64 530: 103- NW /1,896 (s) 11;700 11.558 19,091 70LA-3270. 2. 32 700 J 69 NVY .7;3$5 (I) 7,576 (s) 7,293 (s): 7,068 $s) 10SLA-4670 3- 40 700 : 104'NiAt f0;965jz) 19,249.(1} ;10:828(1) 10r494(s) 135E-6470 4 64 700 139 NW 14,657 (s) 15,037 14,475 (s) 14,028 .OSLA 321A 2, 32 1050 - 107• NW 10,199 (s) 10,458 10.072 (f) 9,767 160LA 481A 3' 48 - 1050 158 N`M 1.514„4 (s) 151565 14;955 (s}' 14465 - Z15L146dif(' rf: 1o50j : 211; Nvy3' 20;243 >xt),752. )4 i%. 44880(: 11 System 'm utwati maYvar/ ba.sed o inPtoha '-b/ u to ! 10% and ased on. manu(cturerforwa+3.Y fta8e, h "uP tc+ .-SX , 12 Ltir-n nalliesleaedonpH0t9en trtctssts i%rnedncomph ne wti'1E N4,LM 7 ., Data'rs s eA ba'• ' {) ai ., i.d oat tests a.rs)nntlar tiUt not {dent ta„ )um na re4, EcoFor ' Drill e a e tan d m Q 1 T impi t ..(S dor Arm :!'fount}. Naic For re-'erce only. D'a,riq W.. to xaie. 2013 Karinkii lee phtl N.Y; -Ro � - 1 I , fps , „ _( ..yat PhI 1psi: Ali righcs reserved. Specifications are subject to change without notice. , www.phnips.conjAumin si res: G200.047 08113 page,2of6 .. CONSTRUCTION &[)4ATE3ilALS- 0-Coeffitsrnls0iifalaaGa7 2o7>atCarrty _ • Durable aluminumheushigprotectsthefghtsource;AdjustableIlipdipsprovide letl)od ro6ustretentianfor flush ceiling f¢ - i '`"'w' "?'G'. 137 RCR a6 • Thermal management system uses int�ral heat sulk to conduct heataway from LEDs - ------ -- for optimal performance,LED junction temperatures stay below sp'//1 ecifiedmaximum ; � 'RW% performance . r.0- b0 30' : 10 even wheninstalledmwit(Ivmrsicaseptstailayo... RCA 0 ttg tt9 rt9 i n9C � � Suitablefdt.nsulatedand'non•insufatedceili s 274 ___...._.:_..._.___..:._.._______-•---_.m___._. rig ,-7 'tit -107 103' l !00 .... .. .. , one-piece aluminum lower reflector redirects light while alsoconducting eat away m h y i :. ____ _ -_;. PNILiPS GARB+ O,,LED SrTE &.fiREA:I UMl �iAlltE; E C)FCJftM: e9 9€l 9 fromLEDs.Itcreatesacomfortablevisualtransitionfromthelensto6ceitiogplane 2 too 94 .90 as � na y"TM% and easily accommodates LT6 snap in tr ms 4i2 r\ ��y+ i {/�� t# ¢ z #: �p.} 2 95 ✓1b 79 ; T4 .D E� d � V � ��'1'V H � S. " ^ S.5'(140mm)piglafl . :'__.._._� y as Ta 66 The' Philips-Gardco'EcoFvrm combines economy with performance c o n s o R PI u M c us' o13TiCALSYSTEM In an LE area iurTtina rt .'Ca able ofideliverin u Uniquecombinatonofreflectireandrefradiveoptcalcomponentsachferesa 549 ;:5 62 171 53, 57 p g. p,'t0'-2D,QQOIumens Pro^)a: i i ._. . ....- ----.. .__"__.._.__ r.m'r - uruform,comfotable@ppearancewhleeimmaungpx�atwn he; 9 . o e in acompact,:low.profile.LED.lu.minafre,;Eeol'orm offer's: , o , :,6. Locma n, 77' ds . 51 , 51 a' zo jnlrYnlvngglare M _ _ a new level.of custamer:Value. EcoForm features an innovative cat:ro Comporientswoiktogether.tooptimizedISGibu[tan;balancing the delivery ofhigh -""'0- -�• ,7 'tre s, .6z. -4I . gNa - retrofit iiigrgilanceleyelsonhorizoritalstxtaces.wthanidealamountofiightOnwellsand: arm kit, simplifyingaite conversions to CED 6y eliminating ___ .B .6T 55 : 4142 F,xnae Type; - aces: lids- seas ti of spaciousness . : - ' - - . _.___. _____...__.._..._......__.__......__...____..._______.._._.. . Vertical surt t m . estteperdep on spat usness. -- the need to drill. addlttonai holes:an Most g poles: Integral Deep set polycarbonatedHfusing tens shields direct view of LBs and providesgreater 9 63 57 44 ; 39 Mag „ v^ V W_, _. ° icy'....._ , . Aytragefutamancelable(cd/m'} -" --- 4--- -- control.systems'available:forfurt6erenergysavtngs. ...._...._...-........... visual cut-off T6 - sa:ga ; 4q ; 36, Noc:s: ELECTRICAL SYSTEM I HatrzonialAngle ''"' i ... Ordering ii I Ids z Integral, high-efficieneypower supply . ' He 6 tibo Ca"t(k4 1aa2A 8 $ € :0 46 ,90• .. Power Factor I----i-•_r...�.-. i:2orWLwnH!±mrnar), - r._. -.,_..,...._...t ,r�.r tt _ _ __`�t_ n , f6 13415' 13,215 _13215^ , � ' f 215LA i'V- I . ' N V 1 F� r�v' .A�~ TotalHamtonioDistortion;<209; ,_ _....... t ECF ( I1 I 3,4;5 NW _____.__-_ __ [ I _.J .. �.._.._.__.._1 L .................-.....3 Zane , Lwlials Lara +- Input :120V50/6 Hzor.2TN50bOHz- , ss )9.201 a�04 ._0211 , ..... 1 % .-p l LwTunaue { .._,..____.._.____..... __ _ .......,,..... ___ _......__ _ _. ...._._......... _...�.w'._..._._ ___ P 0. t - -- , -, _...... • gimmin 120vdimmabieto6%ivithmostjacaI0desamtdimmer,277vd' mableto i'§ 65' 41+1 6543 €:5643 i ' o-3° 1403 WA 41.91 i {'fetlx l Mounting Optics j LEDArray tED Voltage i Finish: Options .. .. ......, _........ cin..... . € , _ . __,__.�.._. _ _._.: .. , __.,�__1 _.-_-. j &LED' .:Selection ? ! 5%witlitnimgedgedmmers.Reference =c `tr 3Y'Y ' 3831 t a :040 i 605 ; NA ; azss i www.aeecoovughtiwpmdwsllndwfl0o.wal its•1)Sil l•Seiiesforrecomrtrended ': - 1---_ . It's ' ' i BB .. _._._.........._...__.._............_.............. .. _..._ dimmers as 1,165 1765 is ),765 > U W i 854 WA eat% i r- f . __.._. _.<:. C:...__..l.........:.:___ ._.._` ___:_ __;� �__v _._ C y, E{AfacmStandard I 1 : sin i,_ ! Type,2 'S30mA .CW 5,7000 i11itC.<' &RP. SrArze ' TR -Teo Lessknr & 4PeraUo97emperahueRartge:-29C-+35'Ct-4'F-+95'F) o -s0 - i 962 I WA 1 ion I Lair, re,... i. 551A-32535 j'1 ,0 tt?V ':Paint ' d;ivgrrerJlos'3i I„ : 1.2. 2180 s31. T e11 I< - rQ GRI REGULATORY & VOLUNTARY QUALIFICATIONS 10740 ;962 l WA' IOOr ! ECF -DIM: Ecof'ormw;th 11@90 '2090 4 . e4: I aMYV 4009x i 14Vtf ! hat"dware. __ _5.:. _. ...._.- _... _t 1 TX .: IOOLA-6453 I BLP Blacki i cULusClassi6ed Rei ac, , �?smuk aakddoapavcfw 010tDimn'r"ng i 3 3Fg90 S .Ty e5 . rOC[i� 347- 40\f j PAi t i TB! TermoatBiock suitableforwetb WW' 3 1.. ...g . Y ..... ............ ........ .. . . . ... .... ........ ...." .. .. .......... ECF -APD. Ec'aForm ii;ih Atjia 1 3@120.3@120 ` 1NP Whife i IS internal _Sfiield ca bonsforcoyeredceitfn soul s r .7o0mk ROOK- LzO; s R o`ife Dimmin 170LA+3270. 70 GRI. 208 + ENERGYSTAR"qualed:Ptuasereferto- S 9 :140 Painl LFs•t' Line fusing. installation'TOSLA-4870 wmrenergystazgov!eert filed pzoductslce t bed products?,=p oducts.pr fOd es ECFrMRS03 EcoFornt yr4 WS tial! mount j f33LA•bgTO: , x40 NP t 1a;urar ; LFC4•10 Line Fasirg for produUs&s=mega for most currentidot'mation : - ' •-Oesignedtoeasityinstaifinsfaltdard6'(iS2rnm) a MorioriReSpori;e j in[Iudir,; ;277: i - ' 1 FxceedsCal'rfomiaTitlr24highefficacy,luminairerequirementswhenorderedwid7 ilownlighthousingswithfninimum.depifi.6.5'.(165mm) 8 1 ,paint. Cepa a. GU24base oi2M,Pleaserefer:to enddiameturof5:75`•.6,25'(i46iriin=159ntrn) _ at50:dbv Surrece f 3p„O,y)A; ;347 I ; wmt.appliances.energy.m9ov(A6aoced,eamh,aspxformosicurmtioformation "' ?c;emo'!0tedsenyor ; cooduit IosL.A-32im IQQ Optional. PCR P atacli ... Quickinstalisystem:utjifzesaurdqueteteriGonfeature, 1480 C,o±ar Receptace •: MeetsfXpartl6standardsforaooduetedanilradiatedemiolins Simply attach.sockettoU16dotmfight,movelight'to .ECF-A0D-(f,R.'EcoFarn)wgh Re""'1k7- f60LA481A '. j s,.ecitY ; ieadypositionandslideintohousi i pcmvttty_ Onry ROH5.Compliant.Consu7tfactoryi4adiitionaldetails� n9 AutoProl�le: t ZiSt,(sz.b!4111z. :opwniilu,or i. _ .. Dimmldgand 1 MA Masthrm :or RAL PC"A"? Receptacle. with !ntE.11,nw.ox.wnM1ig36yry;wAicii7,6,d;,ttp?•uypAaUsllx gnotd i Matios4 Resperise: l tter etc _GA Pirotoceii a42sadixtatkza)vuauc6ar,s Fi i aC . ' 1 `JV@R-de j (T�I751fC4 L•Bar,14� .. !.. ..._. . _.._....... .................. ..... ..... .. _.. Po,e mounted sensor - .. u. .1 I i 2?ia•O.O. ? 1 fNL7CJ24:i P otooneti_ 1. _. . ,. t4aslAm).. i SC Special i G 't �,,„� i I I Co'or i RAM RtfirofdAtri ECF-MRIiA Ecororm wadi 1 i elation Reference Motion Res clue " I r'!"'. ^PI" P i i >;.ccfy t'hrst Mou .0 ,rt - ; At S0,6lova i ! I ,�->0rlr NtrP1'F2a Pole Tap Firer :Open Space Condor mn3❑e'mount4d i i ftw e.t fo23d'-3'T:non Lu.. ._.:c{.. �_. �: i--- ..._. zemor ! i y9 j. i ::.. = PTF3 Pole To ftter ? Spadng� _ luttigts ;Wattage :LPW ;:writ, `, AveWFC I j Sparng-Lamem; t'Watiage - tPW (wilt= :Average FC K _ ECF-APD,MR) E,cbFot'mwiOiAritg ? i F : , ._. _..- _.._.__ .,-_ _.. _- _...-'___�_._ ..........._ _.___....._ fora 3.5''T.cn.n 4z4 10.63 i 62 ° Proile umming with j I iono" t OM , 27 1 i t ! TF4 I € ' 6x6 �_ i - '.0.29 : 29 ^_._ j 60nc'mar ..... _.�.._._ '___ Response _ . _ o . -_i Motion Resp@ ; s ..... ..._... 1,OW 10.5 1100 .--'-'---r----._._..__ - _;.)060 ion_ ! ppo', IP Pole Top F¢ er M ! -for35 Te on EjY(ct - 17 Override ax8 - 0.76 l6 i 8'onCentn I S`.t ' 9.2 �.+_ 4um Mice n,aant.-t; I - R rtcund Pole -Adapts s. -.-.-_.. . - . : [ 1 13 sensor I i fcrito3.9'-QD .. ._.__.! ,.w.,..,., _. _.._.....t I f s v. _ 110x10 - ` t - D 1 :alt it !. t 1a040mler { 7 : i sae. . Ti 11 - ` --- ____.11 .. __ ..............-.._--.-.,v_.___._' __..t_ ,_-1 . _ i I.8 rcrcarc __.....__._�_,..__....-...... .-..,..-.-� m-1~..-,-�_.._ l Bird Dc iGtd�9ai130•20,neAsc kK25,rtt1rlsae.},lP..tbh+�?t Opm$ptcc56'24p';r.0 IOSeZm4,8t�2y5P7kiiec'.age;i�tp lrrdrgglticpvr,d;_ttF.):07�?tL Ca,Moi:;i'Ydekt4Ctaq. 3 - I i (relit in5tax`C(i oily) J-,--_. --------- _.-.-..._ R,C6 Type F1$ {housing) 6" Recessed Housing .. ... ._ . ___ ..__._. ....,_' -.... ...... -1--..... ..." Product Description: nce The RC6 recess h 'n is d ed oust designed to accommodate :comm ate Creesix- ochdownii is in new construction ,-�^c,r,=. 9. .- 9 cont ctlo . t. h .. . 9 ... 'H P 1 n z>.. applications. If is rated for use tvilk luminaires that have low wattage ratings, such asYtte tftS and CR6; . optimizing energy density caiculations for:easier energy code compliance and LEED certification. The RC0ousing is lC rated,airtigbt, inherently pro..tectedand when ordered with a;GU24 socket Califafnia 7it1e24.comPlfaat. , !� III 11 i 1.. Prodiit t Specific atlons i t l CONSTRUCTION&MATERIAL a-* V . Recessed lloisgwnhintegre(:wtecand:citinggridsttadmentapoommdatesCteesquutcilLEDd. rjlfgtsinceiling 1h7dalessesfrom0.25'to1.25'- : Viz GaAetedfausjngembinair-tightfdtoeifeciivetybI AtehousugassemWyfmmcondtiwed below i • Ad)ustabletizrfiargersspanftan14,p2k5'wiiii, ag .. Suitable for.insillated or norrinsiilated ceilings .. DitaepsionzLl25'xW7.5_xli7.5 : REGULATORY &VOLUNTARY QUALIFICATIONS I CULL idsted7;5. IC air tightraW,Iwedin acowdancewitUp$TM E283. O ° (191 dim) rdi 24compkrnwhenutiIizedwOiGt124sodA �i , Suitable fadampbcatonsY X50" (141 mm) A 6.35 an 001';.- el.----- --J----I- t04'cni RCC6:721i-6U2t. ltC6.2TJY ; u } 1.00" 1 60.'05" cm' •.:,. _ +548.0h548.0h2.22 2. 54 sm. 2,01, -- 50 i LFS.Seneerr6'6F16hce �-- --- -- - - - -I- Naic For re-'erce only. D'a,riq W.. to xaie. 2013 Karinkii lee phtl N.Y; -Ro � - 1 I , fps , „ _( ..yat PhI 1psi: Ali righcs reserved. Specifications are subject to change without notice. , www.phnips.conjAumin si res: G200.047 08113 page,2of6 .. CONSTRUCTION &[)4ATE3ilALS- 0-Coeffitsrnls0iifalaaGa7 2o7>atCarrty _ • Durable aluminumheushigprotectsthefghtsource;AdjustableIlipdipsprovide letl)od ro6ustretentianfor flush ceiling f¢ - i '`"'w' "?'G'. 137 RCR a6 • Thermal management system uses int�ral heat sulk to conduct heataway from LEDs - ------ -- for optimal performance,LED junction temperatures stay below sp'//1 ecifiedmaximum ; � 'RW% performance . r.0- b0 30' : 10 even wheninstalledmwit(Ivmrsicaseptstailayo... RCA 0 ttg tt9 rt9 i n9C � � Suitablefdt.nsulatedand'non•insufatedceili s 274 ___...._.:_..._.___..:._.._______-•---_.m___._. rig ,-7 'tit -107 103' l !00 .... .. .. , one-piece aluminum lower reflector redirects light while alsoconducting eat away m h y i :. ____ _ -_;. PNILiPS GARB+ O,,LED SrTE &.fiREA:I UMl �iAlltE; E C)FCJftM: e9 9€l 9 fromLEDs.Itcreatesacomfortablevisualtransitionfromthelensto6ceitiogplane 2 too 94 .90 as � na y"TM% and easily accommodates LT6 snap in tr ms 4i2 r\ ��y+ i {/�� t# ¢ z #: �p.} 2 95 ✓1b 79 ; T4 .D E� d � V � ��'1'V H � S. " ^ S.5'(140mm)piglafl . :'__.._._� y as Ta 66 The' Philips-Gardco'EcoFvrm combines economy with performance c o n s o R PI u M c us' o13TiCALSYSTEM In an LE area iurTtina rt .'Ca able ofideliverin u Uniquecombinatonofreflectireandrefradiveoptcalcomponentsachferesa 549 ;:5 62 171 53, 57 p g. p,'t0'-2D,QQOIumens Pro^)a: i i ._. . ....- ----.. .__"__.._.__ r.m'r - uruform,comfotable@ppearancewhleeimmaungpx�atwn he; 9 . o e in acompact,:low.profile.LED.lu.minafre,;Eeol'orm offer's: , o , :,6. Locma n, 77' ds . 51 , 51 a' zo jnlrYnlvngglare M _ _ a new level.of custamer:Value. EcoForm features an innovative cat:ro Comporientswoiktogether.tooptimizedISGibu[tan;balancing the delivery ofhigh -""'0- -�• ,7 'tre s, .6z. -4I . gNa - retrofit iiigrgilanceleyelsonhorizoritalstxtaces.wthanidealamountofiightOnwellsand: arm kit, simplifyingaite conversions to CED 6y eliminating ___ .B .6T 55 : 4142 F,xnae Type; - aces: lids- seas ti of spaciousness . : - ' - - . _.___. _____...__.._..._......__.__......__...____..._______.._._.. . Vertical surt t m . estteperdep on spat usness. -- the need to drill. addlttonai holes:an Most g poles: Integral Deep set polycarbonatedHfusing tens shields direct view of LBs and providesgreater 9 63 57 44 ; 39 Mag „ v^ V W_, _. ° icy'....._ , . Aytragefutamancelable(cd/m'} -" --- 4--- -- control.systems'available:forfurt6erenergysavtngs. ...._...._...-........... visual cut-off T6 - sa:ga ; 4q ; 36, Noc:s: ELECTRICAL SYSTEM I HatrzonialAngle ''"' i ... Ordering ii I Ids z Integral, high-efficieneypower supply . ' He 6 tibo Ca"t(k4 1aa2A 8 $ € :0 46 ,90• .. Power Factor I----i-•_r...�.-. i:2orWLwnH!±mrnar), - r._. -.,_..,...._...t ,r�.r tt _ _ __`�t_ n , f6 13415' 13,215 _13215^ , � ' f 215LA i'V- I . ' N V 1 F� r�v' .A�~ TotalHamtonioDistortion;<209; ,_ _....... t ECF ( I1 I 3,4;5 NW _____.__-_ __ [ I _.J .. �.._.._.__.._1 L .................-.....3 Zane , Lwlials Lara +- Input :120V50/6 Hzor.2TN50bOHz- , ss )9.201 a�04 ._0211 , ..... 1 % .-p l LwTunaue { .._,..____.._.____..... __ _ .......,,..... ___ _......__ _ _. ...._._......... _...�.w'._..._._ ___ P 0. t - -- , -, _...... • gimmin 120vdimmabieto6%ivithmostjacaI0desamtdimmer,277vd' mableto i'§ 65' 41+1 6543 €:5643 i ' o-3° 1403 WA 41.91 i {'fetlx l Mounting Optics j LEDArray tED Voltage i Finish: Options .. .. ......, _........ cin..... . € , _ . __,__.�.._. _ _._.: .. , __.,�__1 _.-_-. j &LED' .:Selection ? ! 5%witlitnimgedgedmmers.Reference =c `tr 3Y'Y ' 3831 t a :040 i 605 ; NA ; azss i www.aeecoovughtiwpmdwsllndwfl0o.wal its•1)Sil l•Seiiesforrecomrtrended ': - 1---_ . It's ' ' i BB .. _._._.........._...__.._............_.............. .. _..._ dimmers as 1,165 1765 is ),765 > U W i 854 WA eat% i r- f . __.._. _.<:. C:...__..l.........:.:___ ._.._` ___:_ __;� �__v _._ C y, E{AfacmStandard I 1 : sin i,_ ! Type,2 'S30mA .CW 5,7000 i11itC.<' &RP. SrArze ' TR -Teo Lessknr & 4PeraUo97emperahueRartge:-29C-+35'Ct-4'F-+95'F) o -s0 - i 962 I WA 1 ion I Lair, re,... i. 551A-32535 j'1 ,0 tt?V ':Paint ' d;ivgrrerJlos'3i I„ : 1.2. 2180 s31. T e11 I< - rQ GRI REGULATORY & VOLUNTARY QUALIFICATIONS 10740 ;962 l WA' IOOr ! ECF -DIM: Ecof'ormw;th 11@90 '2090 4 . e4: I aMYV 4009x i 14Vtf ! hat"dware. __ _5.:. _. ...._.- _... _t 1 TX .: IOOLA-6453 I BLP Blacki i cULusClassi6ed Rei ac, , �?smuk aakddoapavcfw 010tDimn'r"ng i 3 3Fg90 S .Ty e5 . rOC[i� 347- 40\f j PAi t i TB! TermoatBiock suitableforwetb WW' 3 1.. ...g . Y ..... ............ ........ .. . . . ... .... ........ ...." .. .. .......... ECF -APD. Ec'aForm ii;ih Atjia 1 3@120.3@120 ` 1NP Whife i IS internal _Sfiield ca bonsforcoyeredceitfn soul s r .7o0mk ROOK- LzO; s R o`ife Dimmin 170LA+3270. 70 GRI. 208 + ENERGYSTAR"qualed:Ptuasereferto- S 9 :140 Painl LFs•t' Line fusing. installation'TOSLA-4870 wmrenergystazgov!eert filed pzoductslce t bed products?,=p oducts.pr fOd es ECFrMRS03 EcoFornt yr4 WS tial! mount j f33LA•bgTO: , x40 NP t 1a;urar ; LFC4•10 Line Fasirg for produUs&s=mega for most currentidot'mation : - ' •-Oesignedtoeasityinstaifinsfaltdard6'(iS2rnm) a MorioriReSpori;e j in[Iudir,; ;277: i - ' 1 FxceedsCal'rfomiaTitlr24highefficacy,luminairerequirementswhenorderedwid7 ilownlighthousingswithfninimum.depifi.6.5'.(165mm) 8 1 ,paint. Cepa a. GU24base oi2M,Pleaserefer:to enddiameturof5:75`•.6,25'(i46iriin=159ntrn) _ at50:dbv Surrece f 3p„O,y)A; ;347 I ; wmt.appliances.energy.m9ov(A6aoced,eamh,aspxformosicurmtioformation "' ?c;emo'!0tedsenyor ; cooduit IosL.A-32im IQQ Optional. PCR P atacli ... Quickinstalisystem:utjifzesaurdqueteteriGonfeature, 1480 C,o±ar Receptace •: MeetsfXpartl6standardsforaooduetedanilradiatedemiolins Simply attach.sockettoU16dotmfight,movelight'to .ECF-A0D-(f,R.'EcoFarn)wgh Re""'1k7- f60LA481A '. j s,.ecitY ; ieadypositionandslideintohousi i pcmvttty_ Onry ROH5.Compliant.Consu7tfactoryi4adiitionaldetails� n9 AutoProl�le: t ZiSt,(sz.b!4111z. :opwniilu,or i. _ .. Dimmldgand 1 MA Masthrm :or RAL PC"A"? Receptacle. with !ntE.11,nw.ox.wnM1ig36yry;wAicii7,6,d;,ttp?•uypAaUsllx gnotd i Matios4 Resperise: l tter etc _GA Pirotoceii a42sadixtatkza)vuauc6ar,s Fi i aC . ' 1 `JV@R-de j (T�I751fC4 L•Bar,14� .. !.. ..._. . _.._....... .................. ..... ..... .. _.. Po,e mounted sensor - .. u. .1 I i 2?ia•O.O. ? 1 fNL7CJ24:i P otooneti_ 1. _. . ,. t4aslAm).. i SC Special i G 't �,,„� i I I Co'or i RAM RtfirofdAtri ECF-MRIiA Ecororm wadi 1 i elation Reference Motion Res clue " I r'!"'. ^PI" P i i >;.ccfy t'hrst Mou .0 ,rt - ; At S0,6lova i ! I ,�->0rlr NtrP1'F2a Pole Tap Firer :Open Space Condor mn3❑e'mount4d i i ftw e.t fo23d'-3'T:non Lu.. ._.:c{.. �_. �: i--- ..._. zemor ! i y9 j. i ::.. = PTF3 Pole To ftter ? Spadng� _ luttigts ;Wattage :LPW ;:writ, `, AveWFC I j Sparng-Lamem; t'Watiage - tPW (wilt= :Average FC K _ ECF-APD,MR) E,cbFot'mwiOiAritg ? i F : , ._. _..- _.._.__ .,-_ _.. _- _...-'___�_._ ..........._ _.___....._ fora 3.5''T.cn.n 4z4 10.63 i 62 ° Proile umming with j I iono" t OM , 27 1 i t ! TF4 I € ' 6x6 �_ i - '.0.29 : 29 ^_._ j 60nc'mar ..... _.�.._._ '___ Response _ . _ o . -_i Motion Resp@ ; s ..... ..._... 1,OW 10.5 1100 .--'-'---r----._._..__ - _;.)060 ion_ ! ppo', IP Pole Top F¢ er M ! -for35 Te on EjY(ct - 17 Override ax8 - 0.76 l6 i 8'onCentn I S`.t ' 9.2 �.+_ 4um Mice n,aant.-t; I - R rtcund Pole -Adapts s. -.-.-_.. . - . : [ 1 13 sensor I i fcrito3.9'-QD .. ._.__.! ,.w.,..,., _. _.._.....t I f s v. _ 110x10 - ` t - D 1 :alt it !. t 1a040mler { 7 : i sae. . Ti 11 - ` --- ____.11 .. __ ..............-.._--.-.,v_.___._' __..t_ ,_-1 . _ i I.8 rcrcarc __.....__._�_,..__....-...... .-..,..-.-� m-1~..-,-�_.._ l Bird Dc iGtd�9ai130•20,neAsc kK25,rtt1rlsae.},lP..tbh+�?t Opm$ptcc56'24p';r.0 IOSeZm4,8t�2y5P7kiiec'.age;i�tp lrrdrgglticpvr,d;_ttF.):07�?tL Ca,Moi:;i'Ydekt4Ctaq. 3 - I i (relit in5tax`C(i oily) J-,--_. --------- _.-.-..._ R,C6 Type F1$ {housing) 6" Recessed Housing .. ... ._ . ___ ..__._. ....,_' -.... ...... -1--..... ..." Product Description: nce The RC6 recess h 'n is d ed oust designed to accommodate :comm ate Creesix- ochdownii is in new construction ,-�^c,r,=. 9. .- 9 cont ctlo . t. h .. . 9 ... 'H P 1 n z>.. applications. If is rated for use tvilk luminaires that have low wattage ratings, such asYtte tftS and CR6; . optimizing energy density caiculations for:easier energy code compliance and LEED certification. The RC0ousing is lC rated,airtigbt, inherently pro..tectedand when ordered with a;GU24 socket Califafnia 7it1e24.comPlfaat. , !� III 11 i 1.. Prodiit t Specific atlons i t l CONSTRUCTION&MATERIAL a-* V . Recessed lloisgwnhintegre(:wtecand:citinggridsttadmentapoommdatesCteesquutcilLEDd. rjlfgtsinceiling 1h7dalessesfrom0.25'to1.25'- : Viz GaAetedfausjngembinair-tightfdtoeifeciivetybI AtehousugassemWyfmmcondtiwed below i • Ad)ustabletizrfiargersspanftan14,p2k5'wiiii, ag .. Suitable for.insillated or norrinsiilated ceilings .. DitaepsionzLl25'xW7.5_xli7.5 : REGULATORY &VOLUNTARY QUALIFICATIONS I CULL idsted7;5. IC air tightraW,Iwedin acowdancewitUp$TM E283. O ° (191 dim) rdi 24compkrnwhenutiIizedwOiGt124sodA �i , Suitable fadampbcatonsY Ordering information ' AC6.1211 ! 120v,Ed4on Soder ' RC6-1211-Gi!24 . 120V,GU24SocW i K6.zm, 1 2i 7Y, 27rV' PM' eer: ( . C XL us 02075Leer;Inc'and/orweofits . bsRdad Ai(iR,4L,reservedForinformatratalpwposes only.Cadentissubjedtodww.patentiwrw•creecwpatpod e e ii aregisiaedhadenratk aWtheCmelogoisaUadein.'ukofQee,tiic. - US;.wwrccteecoOighting 7:(800)236.6800 F (262)504-6415 i w CREME"Aw'- :Res;_Date: y2 tOj21(2bi5- Canada: www.creecomfearada' T(800)473-1234 F:(800)890.7507 1 Aa V,t in 120'1 11i,u 277V only. 4,=CF MF4'.eg0(6o6Ikmrded gen:or' 6.1rolIq,,, stbe.pacifatd. 9.,Napwi,k,; i;,,cofci'4 ra;,dpres:. 2 AYab Plain J2GVor277Joriy, ytten u; co •m03 TtjpirgBicck? EROSION CONTROL KEYNOTES CE 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE. SEE DETAILS. SF 3.05 SILT FENCE. SEE DETAILS. IP 3.07 STORM DRAIN INLET PROTECTION. SEE DETAILS. DV 3.09 TEMPORARY DIVERSION DIKE DV 3.12 DIVERSION ST 3.13 TEMPORARY SEDIMENT TRAP, CD 3.20 ROCK CHECK DAM DC 3.39 DUST CONTROLS I EROSION CONTROL LEGEND: •---- - - --�� LEASE LINE - EXISTING VDOT ROW EXISTING TRIBUTARY AREA +r LIMITS OF GRADING SILT SOCK SF SILT FENCE CF TEMPORARY CONSTRUCTION FENCE _ - -T ^ - i SOIL BOUNDARIES EXISTING STORM DRAIN INLET PROTECTION EXISTING DRAINAGE FLOW TEMPORARY STONE CONSTRUCTION ENTRANCE 00 DIVERSION DIKE -00 Ilk- ROCK CHECK DAMS MH#2 (SEALED) � ; 9P: 450.12 / ( SF X4` 0.2.3 1. FOR GENERAL EROSION AND SEDIMENT CONTROL NOTES SEE EROSION CONTROL DETAILS AND NOTES. 2. TOP ELEVATION OF VDOT POND STRUCTURE IS ±478.00. II f� t UNDISTURBED AREA , ' I t � 3. AREA TRIBUTARY TO 75 CY SEDIMENT TRAP = 0.5 ACRES PROTECT AND MAINTAIN C. DURING CONSTRUCTION T (INCLUDES 0.1 ACRE OF UNDISTURBED AREA). (LOADING ACTIVITIES, RATIO = 150 CF/ACRE) 4. AREA TRIBUTARY TO 231' SILT SOCK = 0.23 ACRES0 i. t� i PARKIkG a 1 c , (LOADING RATIO = 0.10 (ACRE/100 LF) I% !� SETBACK 5. AREA TRIBUTARY TO INLET PROTECTION = 0.10 ACRES ° ##` a I 1 6. AREA TRIBUTARY TO 290' OF SILT FENCE = 0.13 ACRES (LOADING RATIO = 0.045 (ACRE/100 LF) 5,01`LI< BERM 7. TOTAL CAPTURED & MITIGATED ACRES = 0.96 _v.� ___ TOP ELV. = 485.00 BOTTOM ELV.=484.00 8. TOTAL DISTURBED AREA 0.92 ACRES DRY STORAGE ELEV.=484 TO 485.00 WET RAGE ELEV.=482.5 TO 484.00 Y op- P/\00 fi00 , '0� l ss BEFORE TEMPORARY STAGING AND PARKINCz-AREA, - FOR RUBBER TIRE VEHICLES USE ONLY -NO STOCKPILES - n RIO ASSOCIATES LIMITED PA ?TNERSHIP PARCEL Iii: 06100-00-0 -12300 D.B. ZONING: PD -MC _ T a 604 ALBEMARLE S j PROP. P(METER I FILTER SCK ON PAVED �-n SURFACES (TYP.) IMHO "f^ TOP: 489.58 C/L INV- 483.08 � I jx4lga WI V4 I / 1< _._. 8 I / SMH (SEALS{} a / € z TOP: i4,86.60 ¢ 3/ ° 3 P= I r M M LW A" ! NAIL ✓'I � � w c� I t � UJ CL E v / 220 00' t . , _ -� v ---1 � cn� � � SUBCAfTCHMENT RA AREA,, E 1 .00 9,990 SF (0.22 A9 C) - PERVIOUS AREA= x,885 NAIL , IMPERVIOUS AREA= -7,105 .� u'ra"�4 ,✓ ( � : 3 97. _467 ,.�y3.-• } UNDISTURBED AREA PROTECT AND MAINTAIN DURING CONSTRUCTION �k ' ( SF X4` 0.2.3 1. FOR GENERAL EROSION AND SEDIMENT CONTROL NOTES SEE EROSION CONTROL DETAILS AND NOTES. 2. TOP ELEVATION OF VDOT POND STRUCTURE IS ±478.00. II f� t UNDISTURBED AREA , ' I t � 3. AREA TRIBUTARY TO 75 CY SEDIMENT TRAP = 0.5 ACRES PROTECT AND MAINTAIN C. DURING CONSTRUCTION T (INCLUDES 0.1 ACRE OF UNDISTURBED AREA). (LOADING ACTIVITIES, RATIO = 150 CF/ACRE) 4. AREA TRIBUTARY TO 231' SILT SOCK = 0.23 ACRES0 i. t� i PARKIkG a 1 c , (LOADING RATIO = 0.10 (ACRE/100 LF) I% !� SETBACK 5. AREA TRIBUTARY TO INLET PROTECTION = 0.10 ACRES ° ##` a I 1 6. AREA TRIBUTARY TO 290' OF SILT FENCE = 0.13 ACRES (LOADING RATIO = 0.045 (ACRE/100 LF) 5,01`LI< BERM 7. TOTAL CAPTURED & MITIGATED ACRES = 0.96 _v.� ___ TOP ELV. = 485.00 BOTTOM ELV.=484.00 8. TOTAL DISTURBED AREA 0.92 ACRES DRY STORAGE ELEV.=484 TO 485.00 WET RAGE ELEV.=482.5 TO 484.00 Y op- P/\00 fi00 , '0� l ss BEFORE TEMPORARY STAGING AND PARKINCz-AREA, - FOR RUBBER TIRE VEHICLES USE ONLY -NO STOCKPILES - n RIO ASSOCIATES LIMITED PA ?TNERSHIP PARCEL Iii: 06100-00-0 -12300 D.B. ZONING: PD -MC _ T a 604 ALBEMARLE S j PROP. P(METER I FILTER SCK ON PAVED �-n SURFACES (TYP.) IMHO "f^ TOP: 489.58 C/L INV- 483.08 � I jx4lga WI V4 I / 1< _._. 8 I / SMH (SEALS{} a / € z TOP: i4,86.60 ¢ 3/ ° 3 P= I r M M LW A" ! NAIL ✓'I � � w c� I t � UJ CL E v / 220 00' t . , _ -� v ---1 � cn� ALIT I ?ATE( • r (LET ry IP �,.... 1 �/ `tri �::�,�• a E H oLANDSCAPE I51AND REMAIN( LANDING I � /7777=7/1 Ld ASPHALT>' #t I ♦a� ` `K' S BCATCHMENT WATER METER F I T t w VAULT AREA E2 f J v { ` 31,885 SF (0.732 AC) PERVIOUS AREA= 17,515 IMPERVIOUS AREA=14,370 LJ X48aaT i f ac 3' CONCRETE VAULT � I j i I (GREASE TRAP) NI EUX OVER 11 1 ID% f- ��' I Q ♦ \ % G ? k84. r "80TT( w w I ST ' 484 486---- - `60.55 f f 3 1 ; IT rT1-r ?-Ml -M 1 STORY. BRICK BUILDING �ctLi?i,�{C DC# 1,593 SQ FT PlLriIAAI t/ f i t F VA TION: 485.73' CONCRETE T f9.0 g� V484.0 CONCRETE PAD X TO REMAIN um y ai •�i.7r f { f" i CONCRETE\WAU}C v1) I >_ 1 1 'r„� 1 1 1 Irl 1 1 1' III CONCRETE WALK 1 TO RE)MIN ANTED UTIU ~ a€� t / TRAidSF RMEPx l o iJc, �%: `d:?,�F 's'�' `3�•- � "'. = f._iJ_ s� yi n, •f � � L `w, tL 50 � `.,spy NAIL " tL a ►C \�SFT �- ti 223:,6:,; ; '", £��j 0 P. U.B.ko 4µ�IA _. . o� UNDISTURBED AREA IP PROTECT AND MAINTAIN E 1443' SOUTH LINE DURING CONSTRUCTION '� /'-.\ r-1 TOP. 4911.5,5 OF RIO ROAD EAST ACTIVITIES TEMPORARY SEDIMENT TRAP CALCULATIONS: TRIBUTARY AREA TO SEDIMIENT TRAP = 0.50 ACRES REQUIRED WET/DRY STORAGE = 134 CU. YD/ACRE x 0.50 ACRES = 67,0 CU. YD WET STORAGE (V1) = 0.85 x 830 SF x 1.5 FT / 27 CF/YD = 39.2 CY DRY STORAGE (V2) = (00 SF + 1.140 SF) x 1.0 FT = 36.5 CY 2 x 27 CF/YD TOTAL STORAGE = 75.7 > 67.0 = (EXCEEDS REQUIREMENTS) GRAPHIC SCALE (IN FEET) 1 inch = 20 ft~ LANDSCAPE ISLAND TO REMAIN �.....,.' JP UNDISTURBED AREA PROTECT AND MAINTAIN PROJECT INFORMATION TOTAL SITE AREA: 29,700 SF : 0.68 ACRES ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) TOTAL DISTURBED AREA: 0.92 ACRES DESCRIPTION OF CONSTRUCTION ACTIVITIES: • PROJECT .CONSTRUMON WILL CONSIST PRIMARILY OF SITE GRADING, PAVING, STORM DRAINAGE, WATER SUPPLY, AND SEWAGE COLLECTION TO SUPPORT A 7,163 S.F. RESTAURANT. CONSTRUCTION SEQIIENCING: PHASE 1. NOTIFY ALBEMARLE COUNTY ONE WEEK PRIOR TO THE PRE -CONSTRUCTION MEETING AND ONE WEEK PRIOR TO - THE COMMENCEMENT OF LAND -DISTURBING ACTIVITY 2. PREPARE TEMPORARY PARKING AND STORAGE AREA 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE 4. CONSTRUCT SILT FENCE ONSITE. _ 5. INSTALL ALL PERIMETER SEDIMENT MEASURES. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL SEDIMENT TRAP AND DIVERSION DIKE 8. INSTALL ALL TEMPORARY EROSION & SEDIMENT CONTROLS AS NEEDED. 9. DISCONNECT UTILITIES. w 10. DEMOLISH & DISPOSE OF EXISTING BUILDING. 11. CLEAR AND GRUB THE SITE 12. BEGIN WALL CONSTRUCTION AND GRADING OF THE SITE NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTWITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPs HAVE BEEN COMPLETELY INSTALLED. BMP -RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED BY PROJECT CONSTRUCTION PROGRESS AND RECORDED BY THE GENERAL CONTRACTOR ON THE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON THE EROSION AND SEDIMENTATION CONTROL PLANS (SITE MAPS). DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. "DURING CONSTRUCTION i BMP DESCRIPTION: ACTIVITIES 0 3.02 TEMPORARY :TONE CONSTRUCTION ENTRANCE: A STABILIZED ENTRANCE/EXIT TO A CONSTRUCTION SITE USED TO REDUCE THE AMOUNT OF DIRT AND MUD TRACKED OFF SITE • 3.05 SILT FENCE: A TEMPORARY FABRIC BARRIER FENCE USED TO CONTAIN SEDIMENT OF DISTURBED AREAS FROM LEAVING THE SITE. TO REDUCE THE VELOCITY OF SHEET FLOWS AND CHANNEL RUNOFF. • 3.07 STORM DRAIN INLET PROTECTION: A SEDIMENT FILTER USED TO PREVENT SEDIMENT FROM DISTURBED SITE FROM ENTERING STORM DRAINAGE SYSTEMS. • 3.09 DIVERSION DIKE: A RIDGE OF COMPACTED SOIL USED -LC TO CONTROL AND DIRECT STORMWATER RUNOFF TO A STABILIZED OUTLET MINIMIZING EROSION CAUSED BY SHEET FLOW TO THE SITE.. 3.12 DIVERSION CHANNEL' A CHANNEL USED TO CONTROL AND DIRECT STORMWATER RUNOFF TO A STABILIZED OUTLET MINIMIZING EROSION CAUSED BY SHEET FLOW TO THE SITE �' 3.13 TEMPORARY SEDIMENT TRAP: A TEMPORARY PONDING AREA FOR A DISTURBED AREA LESS THAN 3 ACRES; FED BY UNDISTURBED AREA CHANNELS AND SHEET FLOW TO CONTAIN STORMWAIER LONG PROTECT AND MAINTAIN ENOUGH FOR SEDIMENT TO SETTLE DURING CONSTRUCTION 03.20 ROCK CHECK DAM: USED IN CONJUNCTION WrrH ACTIVITIES CHANNELS TO REDUCE THE VELOCITY OF THE - AREA DRAIN CONCENTRATED FLOW REDUCING THE EROSION TO THE CHANNEL AND SURROUNDING AREAS. Ia 3.39 DUST CONTROL: USE OF OTHER SOIL STABILIZATION - CRB INT. METHODS TO REDUCE THE AMOUNT OF DUST IN THE AIR CAUSED BY CONSTRUCTION ACTIVITIES. INCLUDES MEASURES OF IRRIGATION OR WETTING THE GROUND TO TRAP DUST OR USE OF SPRAY ON ADHESIVES. - - - TEMPORARY & PERMANENT STABILIZATION: • PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED M DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS M DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE T'0 BE LEFT DORMANT FOR MORE THAN ONE YEAR. • STABILIZATION OF TEMPORARY SEDIMENT TRAP AND DIVERSION DIKES $HALL HAPPEN IMMEDIATELY FOLLOWING INSTALLATION. LOCATION OF WETLANDS AND SURFACE WATERS: • THERE ARE NOT WETLANDS OR SURFACE WATERS WITH IN THE LIMIT OF WORK. h` POTENTIAL POLLUTANTS DURING CONSTRUCTION: THIS SITE IS TRIBUTARY SOUTH FORK OF RIVANNA RIVER, THIS WATER BODY IS LISTED AS IMPAIRED AND UNDER VA 303(0) LIST FOR NOT MEETING GENERAL ALL CONSTRUCTION, WASTE AND TRASH (PAPER, PLASTIC, STANDARDS FOR BENTHICS (BENTHIC-IMACROINVERTEBRATE BIO ASSESSMENTS WOOD, SCRAP, METALS, RUBBER, ETC.) SHALL BE /4A). THE IMPAIRMENT SOURCES ARE LISTED AS UNKNOWN, NON -POINT SOURCE, COLLECTED AND STORED IN CONTAINERS WITH LIDS OR MUNICIPAL (URBANIZED HIGH DENSITY AREA) STORMWATER. A SPECIFIC TMDL IS COVERS THAT CAN BE PLACED OVER THE CONTAINER PRIOR NOT SPECIFIED. AS SUCH THE FOLLOWING MEASURES APPLY: TO RAINFALL THE WASTE SHALL BE DISPOSED OF ACCORDING TO STATE AND LOCAL SOLID WASTE MANAGEMENT 1. TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST BE APPLIED TO REGULATIONS. DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON &SANITARY WASTE THAT IS GENERATED ON THE SITE SFWl ANY PORTION OF THE SITE. BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 2. NUTRIENTS SHALL BE APPLIED AIN ACCORDANCE WITH MANUFACTURER'S DUST ON THE SITE; SHALL BE CONTROLLED BY ANY OF THE RECOMMENDATIONS OR AN APPROVED NUTRIENT MMAGEMENT PLAN AND FOLLOWING METHODS: VEGETATIVE COVER, MULCH (INCLUDING SHALL NOT BE APPLIED DURING RAINFALL EVENTS. GRAVEL MULCH), WATER SPRINKLING, BARRIERS, TILLAGE, AND CALCIUM CHLORIDE APPLICATION BY MECHANICAL 3. A MODIFIED INSPECTION SCHEDIULE SHALL BE IMPLEMENTED. INSPECTIONS SPREADER AS LOOSE DRY GRANULES AT A RATE THAT DOES NOT CAUSE WATER POLLUTION OR PLANT DAMAGE, SHALL. BE CONDUCTED AT A FREQUENCY OF (1) AT LEAST ONCE EVERY APPROVED SPRAY ON ADHESIVES OR ANY OTHER APPROVED FOUR BUSINESS DAYS OR (II) AT LEAST ONCE EVERY FIVE BUSINESS DAYS METHOD. THE USE OF MOTOR OILS AND OTHER TOXIC AND NO LATER THAN 48 HOURIS FOLLOWING A MEASURABLE STORM EVENT. LIQUIDS FOR DUST' SUPPRESSION OPERATIONS IS IN THE EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE PROHIBITED. ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION OFF-SITE VEHICLE TRACKING OF SEDIMENTS SHALL BE SHALL BE CONDUCTED ON THE; NEXT BUSINESS DAY. MINIMIZED BY PROVIDING A CONSTRUCTION ENTRANCE AS DETAILED ON THE EROSION CONTROL PLAN. NO ACCESS FOR CONSTRUCTION INGRESS OR EGRESS SHALL BE ALLOWED EXCEPT FOR THE CONSTRUCTION ENTRANCE SHOWN ON THE EROSION CONTROL PLAN. • FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED APPLICATION RATES. • ALL HAZARDOUS WASTE (PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, CONCRETE CURING COMPOUNDS, AND ADDITIVES, ETC.) SHALL BE DISPOSED OF ACCORDING TO LOCAL, STATE, AND FEDERAL REGULATIONS. • ALL CONTRACTORS AND SUBCONTRACTORS AFFILIATED WITH THE CONSTRUCTION PROJECT SHALL ABIDE BY FEDERAL EPA, STATE, AND LOCAL REQUIREMENTS FOR THE CONSTRUCTION, WASTE DISPOSAL, SANITARY SElr M AND SEPTIC SYSTEM REGULATIONS. i Greenherghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSIPM L, ISGIlk 0 • "rUN�AL. I✓��v n o�,oOOO�o,r LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAMIE TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE EROSION CONTROL PLAN - PHASE SHEET NUMBER 1 � � RA t 1c,: 4aYi xY<s6i3 y_ .00 � t f 48a40909 }� .� u'ra"�4 ,✓ ( wit<.>.�;a 3 97. _467 ,.�y3.-• } ALIT I ?ATE( • r (LET ry IP �,.... 1 �/ `tri �::�,�• a E H oLANDSCAPE I51AND REMAIN( LANDING I � /7777=7/1 Ld ASPHALT>' #t I ♦a� ` `K' S BCATCHMENT WATER METER F I T t w VAULT AREA E2 f J v { ` 31,885 SF (0.732 AC) PERVIOUS AREA= 17,515 IMPERVIOUS AREA=14,370 LJ X48aaT i f ac 3' CONCRETE VAULT � I j i I (GREASE TRAP) NI EUX OVER 11 1 ID% f- ��' I Q ♦ \ % G ? k84. r "80TT( w w I ST ' 484 486---- - `60.55 f f 3 1 ; IT rT1-r ?-Ml -M 1 STORY. BRICK BUILDING �ctLi?i,�{C DC# 1,593 SQ FT PlLriIAAI t/ f i t F VA TION: 485.73' CONCRETE T f9.0 g� V484.0 CONCRETE PAD X TO REMAIN um y ai •�i.7r f { f" i CONCRETE\WAU}C v1) I >_ 1 1 'r„� 1 1 1 Irl 1 1 1' III CONCRETE WALK 1 TO RE)MIN ANTED UTIU ~ a€� t / TRAidSF RMEPx l o iJc, �%: `d:?,�F 's'�' `3�•- � "'. = f._iJ_ s� yi n, •f � � L `w, tL 50 � `.,spy NAIL " tL a ►C \�SFT �- ti 223:,6:,; ; '", £��j 0 P. U.B.ko 4µ�IA _. . o� UNDISTURBED AREA IP PROTECT AND MAINTAIN E 1443' SOUTH LINE DURING CONSTRUCTION '� /'-.\ r-1 TOP. 4911.5,5 OF RIO ROAD EAST ACTIVITIES TEMPORARY SEDIMENT TRAP CALCULATIONS: TRIBUTARY AREA TO SEDIMIENT TRAP = 0.50 ACRES REQUIRED WET/DRY STORAGE = 134 CU. YD/ACRE x 0.50 ACRES = 67,0 CU. YD WET STORAGE (V1) = 0.85 x 830 SF x 1.5 FT / 27 CF/YD = 39.2 CY DRY STORAGE (V2) = (00 SF + 1.140 SF) x 1.0 FT = 36.5 CY 2 x 27 CF/YD TOTAL STORAGE = 75.7 > 67.0 = (EXCEEDS REQUIREMENTS) GRAPHIC SCALE (IN FEET) 1 inch = 20 ft~ LANDSCAPE ISLAND TO REMAIN �.....,.' JP UNDISTURBED AREA PROTECT AND MAINTAIN PROJECT INFORMATION TOTAL SITE AREA: 29,700 SF : 0.68 ACRES ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) TOTAL DISTURBED AREA: 0.92 ACRES DESCRIPTION OF CONSTRUCTION ACTIVITIES: • PROJECT .CONSTRUMON WILL CONSIST PRIMARILY OF SITE GRADING, PAVING, STORM DRAINAGE, WATER SUPPLY, AND SEWAGE COLLECTION TO SUPPORT A 7,163 S.F. RESTAURANT. CONSTRUCTION SEQIIENCING: PHASE 1. NOTIFY ALBEMARLE COUNTY ONE WEEK PRIOR TO THE PRE -CONSTRUCTION MEETING AND ONE WEEK PRIOR TO - THE COMMENCEMENT OF LAND -DISTURBING ACTIVITY 2. PREPARE TEMPORARY PARKING AND STORAGE AREA 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE 4. CONSTRUCT SILT FENCE ONSITE. _ 5. INSTALL ALL PERIMETER SEDIMENT MEASURES. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL SEDIMENT TRAP AND DIVERSION DIKE 8. INSTALL ALL TEMPORARY EROSION & SEDIMENT CONTROLS AS NEEDED. 9. DISCONNECT UTILITIES. w 10. DEMOLISH & DISPOSE OF EXISTING BUILDING. 11. CLEAR AND GRUB THE SITE 12. BEGIN WALL CONSTRUCTION AND GRADING OF THE SITE NOTE: THE GENERAL CONTRACTOR MAY COMPLETE CONSTRUCTION -RELATED ACTWITIES CONCURRENTLY ONLY IF ALL PRECEDING BMPs HAVE BEEN COMPLETELY INSTALLED. BMP -RELATED STEPS IN THE ABOVE SEQUENCE ARE ITALICIZED FOR CLARITY. THE ACTUAL SCHEDULE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES WILL BE DETERMINED BY PROJECT CONSTRUCTION PROGRESS AND RECORDED BY THE GENERAL CONTRACTOR ON THE SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE ON THE EROSION AND SEDIMENTATION CONTROL PLANS (SITE MAPS). DOWN SLOPE PROTECTIVE MEASURES MUST ALWAYS BE IN PLACE BEFORE SOIL IS DISTURBED. "DURING CONSTRUCTION i BMP DESCRIPTION: ACTIVITIES 0 3.02 TEMPORARY :TONE CONSTRUCTION ENTRANCE: A STABILIZED ENTRANCE/EXIT TO A CONSTRUCTION SITE USED TO REDUCE THE AMOUNT OF DIRT AND MUD TRACKED OFF SITE • 3.05 SILT FENCE: A TEMPORARY FABRIC BARRIER FENCE USED TO CONTAIN SEDIMENT OF DISTURBED AREAS FROM LEAVING THE SITE. TO REDUCE THE VELOCITY OF SHEET FLOWS AND CHANNEL RUNOFF. • 3.07 STORM DRAIN INLET PROTECTION: A SEDIMENT FILTER USED TO PREVENT SEDIMENT FROM DISTURBED SITE FROM ENTERING STORM DRAINAGE SYSTEMS. • 3.09 DIVERSION DIKE: A RIDGE OF COMPACTED SOIL USED -LC TO CONTROL AND DIRECT STORMWATER RUNOFF TO A STABILIZED OUTLET MINIMIZING EROSION CAUSED BY SHEET FLOW TO THE SITE.. 3.12 DIVERSION CHANNEL' A CHANNEL USED TO CONTROL AND DIRECT STORMWATER RUNOFF TO A STABILIZED OUTLET MINIMIZING EROSION CAUSED BY SHEET FLOW TO THE SITE �' 3.13 TEMPORARY SEDIMENT TRAP: A TEMPORARY PONDING AREA FOR A DISTURBED AREA LESS THAN 3 ACRES; FED BY UNDISTURBED AREA CHANNELS AND SHEET FLOW TO CONTAIN STORMWAIER LONG PROTECT AND MAINTAIN ENOUGH FOR SEDIMENT TO SETTLE DURING CONSTRUCTION 03.20 ROCK CHECK DAM: USED IN CONJUNCTION WrrH ACTIVITIES CHANNELS TO REDUCE THE VELOCITY OF THE - AREA DRAIN CONCENTRATED FLOW REDUCING THE EROSION TO THE CHANNEL AND SURROUNDING AREAS. Ia 3.39 DUST CONTROL: USE OF OTHER SOIL STABILIZATION - CRB INT. METHODS TO REDUCE THE AMOUNT OF DUST IN THE AIR CAUSED BY CONSTRUCTION ACTIVITIES. INCLUDES MEASURES OF IRRIGATION OR WETTING THE GROUND TO TRAP DUST OR USE OF SPRAY ON ADHESIVES. - - - TEMPORARY & PERMANENT STABILIZATION: • PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED M DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS M DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE T'0 BE LEFT DORMANT FOR MORE THAN ONE YEAR. • STABILIZATION OF TEMPORARY SEDIMENT TRAP AND DIVERSION DIKES $HALL HAPPEN IMMEDIATELY FOLLOWING INSTALLATION. LOCATION OF WETLANDS AND SURFACE WATERS: • THERE ARE NOT WETLANDS OR SURFACE WATERS WITH IN THE LIMIT OF WORK. h` POTENTIAL POLLUTANTS DURING CONSTRUCTION: THIS SITE IS TRIBUTARY SOUTH FORK OF RIVANNA RIVER, THIS WATER BODY IS LISTED AS IMPAIRED AND UNDER VA 303(0) LIST FOR NOT MEETING GENERAL ALL CONSTRUCTION, WASTE AND TRASH (PAPER, PLASTIC, STANDARDS FOR BENTHICS (BENTHIC-IMACROINVERTEBRATE BIO ASSESSMENTS WOOD, SCRAP, METALS, RUBBER, ETC.) SHALL BE /4A). THE IMPAIRMENT SOURCES ARE LISTED AS UNKNOWN, NON -POINT SOURCE, COLLECTED AND STORED IN CONTAINERS WITH LIDS OR MUNICIPAL (URBANIZED HIGH DENSITY AREA) STORMWATER. A SPECIFIC TMDL IS COVERS THAT CAN BE PLACED OVER THE CONTAINER PRIOR NOT SPECIFIED. AS SUCH THE FOLLOWING MEASURES APPLY: TO RAINFALL THE WASTE SHALL BE DISPOSED OF ACCORDING TO STATE AND LOCAL SOLID WASTE MANAGEMENT 1. TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST BE APPLIED TO REGULATIONS. DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON &SANITARY WASTE THAT IS GENERATED ON THE SITE SFWl ANY PORTION OF THE SITE. BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 2. NUTRIENTS SHALL BE APPLIED AIN ACCORDANCE WITH MANUFACTURER'S DUST ON THE SITE; SHALL BE CONTROLLED BY ANY OF THE RECOMMENDATIONS OR AN APPROVED NUTRIENT MMAGEMENT PLAN AND FOLLOWING METHODS: VEGETATIVE COVER, MULCH (INCLUDING SHALL NOT BE APPLIED DURING RAINFALL EVENTS. GRAVEL MULCH), WATER SPRINKLING, BARRIERS, TILLAGE, AND CALCIUM CHLORIDE APPLICATION BY MECHANICAL 3. A MODIFIED INSPECTION SCHEDIULE SHALL BE IMPLEMENTED. INSPECTIONS SPREADER AS LOOSE DRY GRANULES AT A RATE THAT DOES NOT CAUSE WATER POLLUTION OR PLANT DAMAGE, SHALL. BE CONDUCTED AT A FREQUENCY OF (1) AT LEAST ONCE EVERY APPROVED SPRAY ON ADHESIVES OR ANY OTHER APPROVED FOUR BUSINESS DAYS OR (II) AT LEAST ONCE EVERY FIVE BUSINESS DAYS METHOD. THE USE OF MOTOR OILS AND OTHER TOXIC AND NO LATER THAN 48 HOURIS FOLLOWING A MEASURABLE STORM EVENT. LIQUIDS FOR DUST' SUPPRESSION OPERATIONS IS IN THE EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE PROHIBITED. ARE MORE THAN 48 HOURS BETWEEN BUSINESS DAYS, THE INSPECTION OFF-SITE VEHICLE TRACKING OF SEDIMENTS SHALL BE SHALL BE CONDUCTED ON THE; NEXT BUSINESS DAY. MINIMIZED BY PROVIDING A CONSTRUCTION ENTRANCE AS DETAILED ON THE EROSION CONTROL PLAN. NO ACCESS FOR CONSTRUCTION INGRESS OR EGRESS SHALL BE ALLOWED EXCEPT FOR THE CONSTRUCTION ENTRANCE SHOWN ON THE EROSION CONTROL PLAN. • FERTILIZERS AND PESTICIDES WILL BE USED AT A MINIMUM AND IN ACCORDANCE WITH THE MANUFACTURER'S SUGGESTED APPLICATION RATES. • ALL HAZARDOUS WASTE (PAINTS, ACIDS FOR CLEANING MASONRY SURFACES, CLEANING SOLVENTS, CONCRETE CURING COMPOUNDS, AND ADDITIVES, ETC.) SHALL BE DISPOSED OF ACCORDING TO LOCAL, STATE, AND FEDERAL REGULATIONS. • ALL CONTRACTORS AND SUBCONTRACTORS AFFILIATED WITH THE CONSTRUCTION PROJECT SHALL ABIDE BY FEDERAL EPA, STATE, AND LOCAL REQUIREMENTS FOR THE CONSTRUCTION, WASTE DISPOSAL, SANITARY SElr M AND SEPTIC SYSTEM REGULATIONS. i Greenherghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSIPM L, ISGIlk 0 • "rUN�AL. I✓��v n o�,oOOO�o,r LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAMIE TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE EROSION CONTROL PLAN - PHASE SHEET NUMBER 1 2(SEALED),,,, 4801 12 1_LJ d IP = 4,. I I SF { 1 �I)071 _PERMAMENT FAS�sR�r�­t� NAILs. �`�� 5.1 P TE�1 ,ORARY 14,� �..-..,.�c�.. CF _ -=r-- _CF _.... CF _____-_0 _ TEMPORARY STAGING AND PAR JN0 AREA.w_4.._w...__ FOR RUBBER TIRE VEHICLES USE ONLY i I� �- ..�,.., -NO STOCKPILES- e..�..,_.�.��' ., ..�.....�.-....�.�., I �..�.. 4LQ ASSOCIATES LIMITED PA TNERSHIP PARCEL, ill: 06100-00-00-12,300 D. w B. 4596, PG. 74 .,�_...-.. ...� ZO ING PD -MC n 604 ALBEMARLE S I TS PS MU DC PROR- GRAVEL FILLED� refO LINT OFN OCK TYP. TOP. 489.58 b 1 I ( SILTS (_ r � C/L INV 483 .08 ;Ge _..� GRADING TS PS MU be ST*KPILE AREA17 \ �` I U PS TS Dc LIMIT OF i r GRADING i t v 7a•4.92 ' a 11 co W �4 at Ur [ t # I l m ntr*moo_ S9 f I f a .07� it `1 .�..�n ...�� �,.�,' �1•�t; L CONCRETE ' ff a 1 _ 1 1 1 (411 4 ,_ ,4 WASHOUT a 4 1 II klvot �1 t offirm 00, d� Or' d L�t2 6" �,a4 3% Ile 0, / �1 1 LINA o Lu i , I t - (�PROxi SMH,f f (SEALED) TBP: t486, 60`I C Ai i_ ._ _ _ I p' 3 Tia PS MUI DC I _ �� ; 1 �� 1 �� NAI 1 .� - # a I .00' � LANDSCAPE ISLAND �IARIISG"RPE IS TO REMAIN TIT I' � T01 REMAIN i 3 O� tf CONCRETE 494 S - ;� .,Fk LANDING Ji �>� I MODULAR BLOCK 1 RETAING WALL _! 1 if ft'%i' a �i , s QTS"Ct x F z a i;" `i .ZAll Q i x 3 t L CONCRETE z a 1 _ 1 1 o tt 4 ,_ ,4 WASHOUT a 1 II klvot 'AREA U TS PS MU DC1 1 1 IL w CONCRETE 'VAULT d J i i r (CREASE TRAP) � � 1 I o* I l i r III I l l ififf� 1 1 l yl l r LIMIT OF R + 1 I I ; GRADING =�L ANDSCAPE ISLAND F ■■ - ^Y' y+"i.i `Ad -C ir^u Yf _.rt -:n*'+ ,a"{"i'�;" k,.< <ZY} ,i' -a, ::'y.t r'i. I 4 i '�° i 9}({� .cam 1 Vi CONCRETE PAD _- �'.5':s -'.,.� M' '>,k:L .7J`i��'.,,i,:✓ ar��ra''T ,a',d' rF' I, »F"� '.C'i k'�-,e ;r. W:Y ;... 1 FZ. ` t 1 TO REMAIN � 1 L.4�C wtL'J:4:tR:ut.Gi1:l- t t /C' 'i � 'ri � �_:S`.x_,�., mac- T r ��..�\r r�..: V-�-.► ,. f ` �'� +{[�. '' 1 1.4% 6 �1 �}. •6 �. '_'"�Y: -'.v.n w.l�i �' %. ii ,�� �. ll j P C _ { Jt' C AREA DRAIN 1 _ ..�.���4 .w_. ...._ ._.. ....... i I �...� I/o UE•/ 1i,H :_�:;�r fin.: w tTO REMAIN 4 ` 8s wlr 1 TS PS MU DC C JRB INLET1 M �� �- ..._....�.. _._ _..._._. �..,. � m a,_.. _ -115 �_. _ ° „�;, w- • RETAIN;G WALL ._ I W�, _y -:. F s�` y 1: NAIL-ae ( ..: r.'"" t.,J ..`� p,...�,,,.s ® SET_.--- ''Z,Jh 2-i w C•`3^.^a. '�.�=z .-� .�t'Csz'.I�iY•�l BALL ' n►A �� y f u. .,e p;...^^""""^*..✓'"" ...tea-�v.c....,<.,........,.W .,....� V r R� 9 r s � �►�=� �.�-:�` Y��SI~ � PEI} :II�NE€�'f I#��3' J I,#��#S�: =T1`11�'iY ,��sI'����.1�, .-�� va.==.._«. }T,_, � �'' ,� ��. WAD% � "A � �� ........� �:.�. , . �wep ",` :a.;-�-=.�,.:�..�� .�� � �� �I�;k��_I��:r� sliir�la-r-=tl�•.-t_�+ r . As" Y� �.' µ >'���i:,��'✓�=� ^ i='c=�� =�=t �t 3a � �.z �� -� •- i� "vale x-449' SOUTH LINE TOP. 491.E OF RIB ROAD EAST MUXPSXTSIDC LIMIT OF GRADING EROSION .CONTROL KEYNOTES CE 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE. SEE DETAILS. SF 3.05 SILT FENCE. SEE DETAILS. IP 3.07 STORM DRAIN INLET PROTECTION. SEE DETAILS. TS 3.31 TEMPORARY SEEDING PS 3.32 PERMANENT SEEDING MU 3.35 MULCHING B/M 3.36 SOIL STABILIZATION, BLANKETS AND MATTING DC 3.39 DUST CONTROLS NOTE. FOR GENERAL EROSION AND SEDIMENT CONTROL NOTES. SEE EROSION CONTROL DETAILS AND NOTES. PROJECT INFORMATION TOTAL SITE AREA: 29,700 SF : 0.68 ACRES ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) TOTAL DISTURBED AREA: 0.92 ACRES DESCRIPTION OF CONSTRUCTION ACTIVITIES: • PROJECT CONSTRUCTION WILL CONSIST PRIMARILY OF SITE GRADING, PAVING, STORM DRAINAGE, WATER SUPPLY, AND SEWAGE COLLECTION TO SUPPORT A 7,163 S.F. RESTAURANT. CONSTRUCTION SEQUENCING: PHASE 11 1. TEMPORARILY SEED, THROUGHOUT CONSTRUCTION, DENUDED AREAS THAT WILL BE INACTIVE FOR MORE THAN 14 DAYS. 2. COMMENCE BUILDING PAD/BUILDING CONSTRUCTION. 3. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 4. INSTALL DETENTION BASIN AND MODULAR BLOCK RETAINING WALT. 5. INSTALL INLET PROTECTION FOR ALL PROPOSED STORM SEWER STRUCTURES AS EACH IS INSTALLED. 6. PERMANENTLY STABILIZE AREAS TO BE VEGETATED AS THEY ARE BROUGHT TO FINAL GRADE. 7. PREPARE SITE FOR PAVING. 8. PAVE SITE. 9. INSTALL APPROPRIATE INLET PROTECTION DEVICES FOR PAVED AREAS AS WORK PROGRESSES. 10. COMPLETE GRADING AND INSTALLATION OF PFRMANENT STABILIZATION OVER ALL AREAS. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES UPON STABILIZATION OF THE SITE. 11. CONTINUE DAILY INSPECTION REPORTS UNTIL THE FINAL DAILY INSPECTION IS SIGNED OFF BY THE CONSTRUCTION MANAGER THAT THE SITE IS FULLY STABILIZED AND THE PERMIT MAY BE TERMINATED. BMP DESCRIPTION: • 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE: A STABILIZED ENTRANCE/EXIT TO A CONSTRUCTION SITE USED TO REDUCE THE AMOUNT OF DIRT AND MUD TRACKED OFF SITE. • 3.05 SILT FENCE: A TEMPORARY FABRIC BARRIER FENCE USED TO CONTAIN SEDIMENT OF DISTURBED AREAS FROM LEAVING THE SITE. TO REDUCE THE VELOCITY OF SHEET FLOWS AND CHANNEL RUNOFF. • 3.07 STORM DRAIN INLET PROTECTION: A SEDIMENT FILTER USED TO PREVENT SEDIMENT FROM DISTURBED SITE FROM ENTERING STORM DRAINAGE SYSTEMS. • 3.08 OUTLET PROTECTION: THE INSTALLATION OF RIP RAP CHANNEL TO REDUCE EROSION AND FLOW VELOCITIES BEFORE STORMWATER ENTERS THE DETENTION BASIN AND RECEIVING CHANNELS. • 3.31 TEMPORARY SEEDING: TEMPORARY VEGETATIVE COVER USED TO MINIMIZE DAMAGE CAUSED BY RUNOFF AND TO PROTECT SOIL DURING CONSTRUCTION. MUST BE USED TO STABILIZE A DISTURBED AREA THAT IS NOT USED FOR MORE THAN 14 DAYS. • 3.32 PERMANENT SEEDING: PERMANENT VEGETATIVE COVER TO STABILIZE DISTURBED AREA AFTER CONSTRUCTION IS COMPLETE. • 3.35 MULCHING: USED TO PREVENT SURFACE EROSION AND FOSTER GROWTH OF VEGETATION AND MAY BE USED IN CONJUNCTION WITH PERMANENT SEEDING. • 3.36 SOIL STABILIZATION BLANKETS AND MATTING: A PROTECTIVE COVERING USED TO CONTROL EROSION ON STEEP SLOPES WHERE NORMAL SEEDING AND VEGETATION IS NOT ENOUGH TO STABILIZE THE SOIL. • 3.39 DUST CONTROL: USE OF OTHER SOIL STABILIZATION METHODS TO REDUCE THE AMOUNT OF DUST IN THE AIR CAUSED BY CONSTRUCTION ACTIVITIES. INCLUDES MEASURES OF IRRIGATION OR WETTING THE GROUND TO TRAP DUST OR USE OF SPRAY ON ADHESIVES. TEMPORARY & PERMANENT STABILIZATION: • PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL. BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. • STABILIZATION OF TEMPORARY SEDIMENT TRAP AND DIVERSION DIKES SHAU. HAPPEN IMMEDIATELY FOLLOWING INSTALLATION. • TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S RECOMMENDATIONS TO ANY DISTURBED. AREAS THAT ARE INACTIVE MORE THAN 14 DAYS. • MULCHING PRACTICES AND SOD SHALL BE APPLIED TO THE PARKING LOT ISLAND. • FILTER FABRIC SHALL BE PLACED UNDER THE ROCK ENTRANCE/EXIT. MAINTENANCE Greenher9farrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional. ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 ARB PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSII:N�L.,SE1L e► 0/,70: l31�®{)!tVA1_, t�Ji��• LICENSE # 04020ftt'� PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME i ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED CHARLOTTESVILLE IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER 13EQUIRED FOR A COMPLETED PHASE OF I�' ��' �'� WORK OR UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRER IN ACCORDANCE WITH THE FOLLOWING: 455 ALBEMARLE SQUARE EROSION CONTROL LEGEND: 1. ALL CALENDAR ON AND AYS AND SEDIMENT CONTROLS OURS OFF ANY RAIN EVENT RESULTIONCE NG RN MORE (7) ALBEMARLE COUNTY LEASE UNE THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. EXISTING VDOT ROW 2. ALL TEMPORARY AND PERMANENT CONTROL PRACTICES SHALL ,BE MAINTAINED AND REPAIRED AS NEEDED TO ENSURE CONTAINED PERFORMANCE OF THEIR INTENDED ■ ■ L■ ■ PROPOSED STORM SEWER PIPE FUNCTION. PROPOSED CONCRETE CURB 3. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. LIMITS OF GRADING 4. SILT FENCES SHALL BE INSPECTED AFTER EACH STORM EVENT. ANY REQUIRED L1 SF SILT FENCE REPAIRS SHALL BE MADE IMMEDIATELY, SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT WHEN THE DEPOSITS REACH ONE-HALF THE HEIGHT OF BARRIER. CF TEMPORARY. CONSTRUCTION FENCE SILT SOCK 5. ALL. SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. *20 STORM DRAIN INLET PROTECTION 6. THE TEMPORARY STORAGE AREA SHALL BE KEPT IN GOOD CONDITION. PROJECT NUMBER ® PROPOSED CATCH BASIN 20140710.0 B PROPOSED DUMPSTER DRAIN SHEET TITLE PROPOSED STORM CLEANOUT SOIL STABILIZATION BLANKETS & MAMNG EROSION CONTROL (ON ALL 3:1 OR GREATER SLOPED AREAS) PLAN PHASE II U TEMPORARY STONE CONSTRUCTION ENTRANCEGRAPHIC SCALE `� SHEET NUMBER 20 0 10 20 40 s IN I= C6N1 1 inch = RO iL MINIMUM STANDARDS FOR EROSION AND' SEDIMENT CONTROi, - ermanetit<soil staliilization within 9. All:terri or stock le;lacations must.be shown o; the lana: MS -i: ;Any area that has reached f7nal grade must receive temporary or p p P P..... ,seven days. Areas not at final grade that:wiilxemain dormant longer than T4, day s must have oils bilizationwithin:seven:da s, Areas. that will bedorixtartt.langer than one year.xnu,st 10 In subdivision developments, temporary sediment basins/trap; .temporary.. s.. to , . Y aU. disiurbed areas are stabmlized Sediment basins/traps caxw.4 hav6-pemxanent soil stabilization: aper .y.41,of:the Department ofPublic.Works: Oncolhe tempt MS -2: All soil,roc ties and borrow arust be stabilized roteeted with sedimenttlr;aP I;m..-. easnud es: have been:remove�:th. e developer,con' tractor, and/orhomebt I ed to ostoCIeS erasion and sediment control on indivadual lots untilstabiliml d bl n h GENERAL EROSION CONTROL NOTES (TABLE 6-1 VESCH n ui;plaee until:. d:without ES4:Unless: otherwise indiiyafeci,,:al? ve etatxve;: and structural: erosion and nt: basw/traps..: g:..... . sediment cortisol practices wmll be tit ted and:'maurtained according sonsible for to minimum: standards :and ca ions; of the .Vis ria Erosion and . ed: imeii `n r I n I: -Sed a t a N d k. o d V` " ni Re 1 s an .ir a . ations a on 1 C � 0 Temporary protection an peimanent sta i tz pp ....P . ,:. >.: � ACS e from the ro act site: Erosion and Sediment .Control Re lot oris: .4V 0 3 borrow areas:and;soil wtentionally,tratssport_.d....... p J !'9 hi:the �event,a contractor dumps,: discharges or spills any`oil or chemical thatreaches or has the otential to reach a wat&rwa the contractor shall immediate) nota ;..all appropriate u dare of otherwise rmanentl p. Yr. y fYES 2 The plan apprgving authority mnust tie -nota teii::one week prior to the: re MS -3, A• permanent ve etative covershall be established;.on den de . as n , pe yprior. P. . P ::- $ d e o blic Works 5 0-933 =an urmsdictianal .a encies State Federal, an l7. artxnent. f l?u. 3 :..... ..:........g .. (. ..,. �. p. ! .. .`)}, d construction conference, -:one week rias to the; commencement .of land stabmlized Permanent ve etation shall-_not.be: considered established until a ground cover, achieved ,.,; . imm di tions for con crit and rern-v ofthe oil ` r chentieal: shall take a .ate ac...... tainrn al.. _ .. o disturbin activi and one week ri r< the fi . ,. . . tureenou t survive :and that:will inhibit erosion;: t3'� oto nal �n ctiori Alai is uniform, ma. ¢ g R , Pe r m rote ed to tra UTILITY NOTES M$-4; Sedimentbasins,and traps,:pertmeter.dikes,:sediinent barriers �nd,othe, easures rid_ p, sri edirnent shall be constructed as,a f rst step in any .land- disturbing activity, and; shall be made:: functional before upslope:land disturbance takes place. 1'r All storm and sanitary sewcr lines not in streets are;to be:mulched and seeded within l days afti r backfill ,No more than 5Qo feet:of trench: :is to be -open at onetime: S-5: 'Stabilization measures shall tie a lied to earthen structures such'as dams, dikes and diversions M pp etion;disehar ewawr shall`be ad uatel filtered `to remove silt rior to . immediately after Installation, 2 All constni g eq Y p MS-6:5edimentbasin and trap 4esign infomatin: MS -7s Cut and fiIl slopes shall be designed and constructed in:a manner thatwill.minimize:erosion Slopes. thatare'found to be erodiri :excessive) within one eaIr o' permanent;stabihzatxon'shall be provided g Y Y. o e s bil' the are til,the roblem is.corrected with;addmttoiial s1.:P,.:-. ta izing...,......:., p ....:, . MS -a: Concentrated:runoff shall not flow down: cut or fill slo ; : unless contained within an adequate o� or � tem rmanenkchanneL flume'or slope drain structure.. pp MS -9; Whenever .urates seeps from a slope'faee, adequate drainage or'other protection shall be provided: 1v15 -I0:; Iniet protection is;required'for, all storm',uilets that will be made.--operable.during construction, MS -11: Before newly constructed stormwater conveyance channels orpipes are made operational, adequate outlet rotectionai d,an 're uired tem or or ermanent choanal lining.shall'be installed in`b6th::the. P Y 9 p arJ' p conveyance channel and receiving chatuiel ,MS -12: When work in a live watercourse is:performed, precautions shall betaken to minitnize;encroachment :eontrol;sediment transport. and stabilize the work.area to the greatest:exwnt pQssible;during construction. Nonerodible material shall be'used.for'the construction of.causo.ways and cofferdams: Earthen.fill maybe used for these.structures: if armored by nonerodible'cover:materials; -month MS. en livatecourse:ustbcrossed mthan:twice in any six mv: period, a temporary vehicular: stream crossing, constructed of nongrodible material :shall be provided. M544a All a licable federal state and local re lattonIs: ertaiain to workingyin or.crossing live. pp � � p � watercourses shall be met.. - f' to arse: s ' all be stabilized linin iatel after work in .the watercourse is N[8 15, ,The bed and bairks o . a wa rco h .. ed Y completed, .. f to r s . .addition Ito. MS -16 Underground:ubhty lines shallbe wstalled in accordance;with the al wing standa d in. addition applicable criteria: a, No more than:500. linear feet of trench riiay be opened at one time. b. ,Ekcavatedmaterial shall be placed,on the -_uphill side oftrenches a E uent om dewate ' opera tions shall;be'filtered.ar: ,assedthrou an roved sediment c,.. ffl fr �?g,, P � , approved trapping device, or bath, and discharged in a.manner that,doesnot;a6erseiyaffect;flowing; streams or _off-site: priapetiy. d : Material used,for backfillinig trenches shall be properly compacted in order to iiitnuriize n r in to stabilization. r Ian and o o stab e os p ei:Restabihza tin shall.b..e .a.cco p lisped inn accord once rth.#h es . reg ult ions,.. f, Applcablesafetytegulationsshall be complied with.. MS47:. Where construction vehicle,access routes intersect paved orpublic roads,' provisions shall be made.to. minimize'the'transport ofsediiInent byvel icular (racking<onto the paved;surfase Where S0 dim is trans , u rted onto a aved`or broad lic."surface the roo,4'wiface;shaltbe cleaned thorougblyat the; :end l� P p •of each.day. Sediment shall;be removed from the: roadsby. shoveling or sweeping and transported fo a .sediment -control disposal. Streetwashinb shall beallowed'onl .f.e:rsediment isremoved in hs manner. This provision: shall apply to individual development lots as,well'as to larger land=drsturbuig,. activities IVIS -18: All temporary erosion and sediment control measures shall be removed within 30 days;afterfinal site stabilization or -after the temporary measures are; no longer: needed, -unless otherwise authorized by ;tile: local`program authority.�Trapped sediment and the distutlied soil:areastesulting from:the..dispositi�on of temporarymeasures shalibe permanently stabilized to'prevezit.furthererosion and sedimentatioln. MS40: Adequate outfall information: ** *IVIS6 and MS -19 deal wish: des as is gf the plan, dor. further information, please: consult,the latest edition of the', Virginia Erosion acid Sediment .ControlHandbook.. GENERAL- EROSION AND SEDIMENT CONTROL NOTES 1 Erosion.and sediirientcontrol (ESC) devices.musvbe installed.and maintained in:accordance with;the latestv&s onof the Virginia Erosion and Sediment, + Control=Handbook and`the: Virginia:Erosion,and Sedimcnt Control Regulations: 2, Allvegetative and structural erosion and•sedimentcontrol, practices will be`'constructed:Ahd maintained' according10 minimum standards,: and specifications of the Virginia:Erosion'and:Seditnent,Control -Handbook and Virginia Regulation VR 625 -02 -GO 3. A ll: erosiolt and sediament control. (ESC) measures:must b'placedpofste,1pin grading.. The preliminary limits of disturbance`musf be tfie minimum necessary to allow -installation ofiheESC measures and should include all: areas necessary for installing the.;initial ESC measures, including_ silt fence, sediment traps, diversion dikes; stockpiles, borrow areas; staging areas( etc,; :Disturbance outsicle,of the preliminary limits: of land, disturbance may not occurunt l the Ilepartment of Public Works:bas approved the ESC measure:installation.. If additionalESC devices are found necessary during construction, they must.be mstalled.as directed by the Departrnerit_of Public Warks:. 4, Unless otherwise approved by the Departmentof Public Works, all rurioffmust drain to a`ssdimerit baisin or trap during all;phases;of construction., S; A construction entrance:must'be constructed: and properly maintained in accordance with Std. & Spec„ 3 C<5 - ConstruationEntrance, in<the: latest version`of the Viiginia'Erosion and Sedimeiit.CoAtrol 'Handbook, If mud tracking becomes a problem,, the Department of Public Works will require additional measures (.e. wash rack), 6 if dust becomes a problem: during construction, a water truck will be required:on-site. at'all times, and +dust must be controlled in accordance with Std. in.the latest:version of the Virginia Erosion: and Sediment:Control Handbook: . 7. Dewatering of footings; excavated,trenches se,diment.basinsltraps, etc. must be donein accordance wi., Std, &Spec. 3.26 - I?ewatering S#ructure; in the latest version of the :Virginia Erosion and: Sediment Control Handbook. The Department.of Public Works must approve•;the method prior to beginning; dewatering; Ali activities on the site must comply with the County of Albemarle Code attd the .current Virginia Erosion and Sediment Control; Handbook:, discharge'into .waterways and wetlands. STREAM CRC.3SSINGS /:DIVERSIONS 1.: No motorized 1ui ent willat:art Mitre:.be within a wata_" unless .supported :by - :floatation equipment or;a teinporaryconstructionpad:composed ofcloaA non -erodible material {rocks, rip=rap, inqts). 2i.- All stream crossmi s. acid stream diversions require ap" roval,from the De artment _of Public g p . l? Works prior to any in-stream:work. L,I11/�E [FERTILIZER. - :1, Tho area to: be:seeded` shall first be: treated with coininercial 10=I0-10fertilizer at file rate of 30 lbs: er 1000 s .ft and treated`, ixq agricultural ire at the'rate of`1001K.;, er 1000 p q .P sgftvhich'shall';be` uniformly worked:into the surface to a miriitrium Aepthof1 inch. SEEDING NOTES.:,. 1 Allstabtaationlseeding will beaccomplished rn accordance withThe Virginia Erosion and Sedimen€ation Control Handbook. 2. Any disturbed area not paved, sodded, orbuilt?upon, will have a vegeta#�ve:cover;pntar to. final inspection; and. in the opinion of the Deparnnent of Public IN: will, be mature: enough to control soil e,rosion:saO; factorily;ands urvive sayer weather conditions A. Sxream diversion;areas; waterways; banks and related;areas wiil:be:.seeded and mulched imtnediately after work in watercourse is completed.. 44: Winterization any:disturbedarea not'paved; sodded or.bu lt`upai by t#rtober IS: s.ta be seedM and mulched on: that date unless waived by'th Depaf tmentof l?ubfic Works. 5. Ail wetlands temporarily disturbed daring constriction wtil:be restored to their 9p9mal elevation,'by removing excess material; grading and seeding-witlt a wetland seed rnix. In no case shall wetland areas. be reseeded. with any species of fescue, 6. Tem . seedn will be a lied within 7 days to denuded areas, which may notbe;at; 1mI! L. pp For m flinal` rade but will.remain dormant undisturbed for lon er;ihan�36 s, o te;,. g ) g Y pflarY seeding' use 50a1o;of the recommended rates ;of fertilizer, lime.:and °full amount of seed and mulch required for regular Seeding. 7.: Electric power, telephone, and gas supply trenches: ard.to.bes compacted, seeded acid ,mulched within :'7 days -after backfill: 8. Before;sowin seed, ;rake surfaces weliminate de rens ons and ridges, Ecce seed is sown,, lightly rake lin order to'coverthe:seed no :de er than 47 and water Seeded surfaces: shall. gl Y . . be:cavered with;straw or hay to prevei i erosion and protect° seeding.. Contractor is responsible forprotecting seeded -surfaces until a,good s .and;of grass Is established 9 . Tile "Hydro=Seeding method maybe used, provided the seed rate. per square foofis;the sante as:speeified: The mulch rate shall be such as to provide proper seed protection.and prevent erosion. If the mulch, rate is riot sufficient ,'as evidenced by,.Slapes 4Aer.spraying, thenthe Department o£Public:Works may:require the Contractorto amount of mulch:ir thenA. No extra:will be allowed: TEMPORARY SEEDING:: Planting,Dates Species; Rate (1bs.lacre) Se # 1 - F.eb, 15 s% 1Viix of Annuai`_'ye. S0 I.OQ P so..:::. :-...tom. (Ligig n i hili- floruiin) and. Cereal,moter} Rye (Secale'cereale) 1{eb.-•16 A r ;3.9 Annual iZyegrass: Cj : plium multi-florum ..p 66s. 100 May, 1; � AA.ug 3l German Millet (Setaria italica) 50.. PER vIANENT`SEEDING: :MiT riAA4Care Lawn, Totallbs.laore Ken#ucky 3l or Turf Type Tall'Fescue or 175 200116; C.ommon,Bermudagrass ** 15 Abs. Hi ah Maintenance Lawn �► Keiltucky;31 or. Turf --Type Tall,Fescue or; 20D-251) lbs. .. Hybrid Bermudagrass, (seed) ** or 40:1bs (utihulled),- *: Hybrid Bermudagrass (by other vegetative :establishment 30 lbs : (hulled) methdd,:see the Va.:E&S Control Handbook Std. & Spec:'3:34) Gemeral Slope (3l or less) • Kentucky';31 Fescue 1.28 lbs. Red Tbp:Grass1bs.- +: SeasoniMuise.Crop: t` 20 lb§, `150 lbs: Low-Mainteriance'Sloi)e (Steeper than 14 + Kentucky 31:Tall: Fescue 93=i0$:lbs: • Comm ou H"ermudagrass * , 4-15:1113s •; Red Top'Grass 2 lbs: Seasonal Nurse Crop`* 20 -lbs: •' Sericea Lespedeza ** 20 lbs:. 14.73 oz(sq./Yd. 150 -:lbs: * Use seasonal nurse-cropin,accordance.wOh seeding dates as stated.below:, FebruaryMarch -April .. Annual Rye May Isf-:Augus€ September,October'- November .th .::. Annual Rye November 16th.- January .::...... .:.....:. Wiiiter;Rye: *t :May through October, use hulled seed. All other :seeding periods, use unhulled. seed :Weeping Lovegrass:may, be'added to any: slope or low maintenance mkduringwatmer seeding periods; :49s.10-20 lbs:/acre in mixes; ES -3. All 'erosion and sediment.cantrol:measures:::are tobe:piaced prior to or, as ;the ,first step, 11 clearing ; ES4 .A copy: of the approved erosion and sedi tient control plazz :shall be mnairitaiiaed ori file site,at all times:. ES: -S Prior to Commencing ;Iand ;disturb- activities in :areas other than indicated.:on these plans (including; blit not limited -to;, off-site: borrow or waste<areas), the confractor shall submit.:a .e:supplementary :ernsioiz::control piatm to,tb , owner for'review an ,.approval by.ilie plan;approYing authority; ES _ The contractor as =responsible :for .gnstailation of any additional erosion :.control . easures• necessary to prevent eroscon and sediinentation; as determined by the plait approving ail;horny::. ES=7`. AW disturb dare r :`to dr e as a �.., axa to appr's}ved sedip xent:controimeasures,at all times:during land disturbing activities and -:during site development until fi-stabilizatioin is achieved: During dewatering operations, water will be pumped into .an. approved filtering device:;. ES -9. contr t The ac or.shall inspect allterosion.;coiitrol measures :periodically and after each runoff .Ptoducing rainfall event -Any necessary repatirs: or cleanup to:maintain the_effectiveness of the erasion control devices shall be: made immediately:. SANDBAG OR EQUIVALENT IMPERMEABLE SHEETING ,10'00' MIN. 3 FT TYP. 1:1 OR FLATTER SIDE SLOPE CONCRETE WASTE MANAGEMENT/CONCRETE WASHOUT - CONCRETE WASTE MANAGEMENT PERTAINS TO WASTE FROM CONCRETE READY -MIX TRUCKS, MASONRY OPERATIONS, AND SIMILAR WASTE. DISCHARGE OF EXCESS OR WET WASTE CONCRETE AND/OR WASH WATER FROM CONCRETE TRUCKS IS NOT ALLOWED AT THE CONSTRUCTION SITE EXCEPT TO LINED AND DIKED AREAS SPECIFICALLY DESIGNED TO ISOLATE WET CONCRETE AND CONCRETE WASHOUT FROM STORMWATER THAT WILL BE DISCHARGED FROM THE SITE OR COMMERCIALLY AVAILABLE ABOVE GROUND PORTABLE CONCRETE WASHOUT CONTAINERS. WASHOUT CONTAINERS OR DESIGNATED LINED AND DIKED AREAS MUST BE PROTECTED FROM VEHICLE TRAFFIC AND CLEARLY IDENTIFIED BY LEGIBLE SIGNAGE AND MUST BE LOCATED OUTSIDE OF VEGETATED BUFFERS AND AS FAR AS PRACTICABLE FROM STORMWATER CONVEYANCES AND IMPOUNDMENTS AND WATER BODIES. PORTABLE CONCRETE WASHOUT CONTAINERS SHALL CONTAIN AND/OR ACTIVELY MANAGE BOTH, SOLID AND FLUID, COMPONENTS OF THE MIX. CONCRETE WASHOUT CONTAINERS MUST BE CLEANED OR EXCHANGED WHEN THE REMAINING VOLUME IS REDUCED BY 8EVENT. 5� TO PRI 0 FLOW IN A STORM EVENT ANY POTENTIAL VER ALTERNATIVELY, WASTE CONCRETE CAN BE PLACED INTO FORMS TO MAKE RIP RAP AND/OR OTHER USEFUL CONCRETE PRODUCTS, PORTABLE CONCRETE WASHOUT CONTAINERS SHALL BE DISPOSED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THAT THESE PROCEDURES, APPLICABLE LAWS, AND ENVIRONMENTAL REGULATIONS ARE FOLLOWED. THE LOCATION OF CONCRETE WASHOUT CONTAINERS SHALL BE SHOWN ON THE SITE MAPS. O E LINED CONCRETE T E WASHOUT -PIT PITS 6" SILT SOCK I Z "4t*4 INSPECT IWEEKLY AND AFTER RAIN EVENTS OF 0.5" OR LARGER. REMOVE NOTICEASILE ACCUMULATED SEDIMENT. �p DO NOT ALLOW SEDIMENT TO EXCEED 50% OF SILT SOCK HEIGHT. FILL. WITH HARD WOOD MULCH OR. OTHER LOCALLY APPROVED SUITABLE MATERIALS. TABLE 1 HIGH DENSITY POLYETHYLENE (HDPE), WOVEN GEOTEXTILE SOCK AS SUPPLIED BY UTRA TECH INTERNATIONAL INC., MEETING THE SPECIFICATIONS ON TABLE 1, OR APPROVED EQUIVALENT, SILT SOCK NTS WHERE REQUIRED, COVER STOCKPILE WITH FILTER FABRIC AND SECURE WITH STAKES4• :�. W 3.0 SUPPORTED WIRE SU S R PP SILT FENCE (SEE DETAIL FOR INSTALLATION) NOTES: 1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. 2. STOCKPILE SLOPES MUST BE 3:1 OR FLATTER. 3. ALL EARTHEN STOCKPILES AND SURCHARGE MOUNDS GREATER THAN 10' IN HEIGHT OR HAVING SIDE SLOPES GREATER THAN 3:1 MUST BE ENCAPSULATED BY A DOUBLE ROW OF SILT FENCE. THE FIRST ROW OF SILT FENCE SHALL BE SPACED NO GREATER THAN 10' FROM THE TOE OF THE MOUND. THE SECOND ROW OF SILT FENCE SHALL BE SPACED 5' FROM THE FIRST ROW. IN THE EVENT THAT THE SITE DOES NOT HAVE PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED, THEN DOUBLE ROW SILT FENCING IS REQUIRED REGARDLESS OF THE STOCKPILE OR SURCHARGE HEIGHT. STOCKPILE DETAIL IL NTS * FILTI SAC OIL ABSOR MAINTENANCE AND DISPOSAL: 1. THE ULTRA -DRAIN GUARD FILTERS ARE DESIGNED TO BE USED FOR 3 TO 6 MONTHS UNDER NORMAL CONDITIONS. WHERE HEAVY CONTAMINATION IS PRESENT THE UNIT WILL HAVE A REDUCED LIFE EXPECTANCY. WHEN THE UNIT HAS COLLECTED ABOUT 6 INCHES OF SEDIMENT IT IS RECOMMENDED THAT IT BE REPLACED. THE UNIT SHOULD ALSO BE REPLACED IF FREE OIL CAN BE SEEN FLOATING AND IS NOT BEING ABSORBED. THE ULTRA -DRAIN GUARDS SHOULD BE INSPECTED ON A REGULAR BASIS. 2. DISPOSE OF UNIT IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL LAWS AND REGULATIONS. THE USER IS SOLELY RESPONS1I3LE FOR COMPLIANCE WITH MAINTENANCE AND DISPOSAL LAWS AND REGULATIONS. THE MANUFACTURER OR SELLER ASSUMES NO RESPONSIBILITY FOR PROPER OR IMPROPER MAINTENANCE OR DISPOSAL. CATCH BASIN DRAIN GUARD NTS GreenberUFarrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 15 02 07 IT S I/ PERM ET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET '06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSIONAL SEAL d0 ra�},;,f kurll 0 au Lie. No, 1957 t ■ so LICENSE i • PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGI.NIAI 4551 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE EROSION CONTROL NOTES AND DETAILS SHEET NUMBER C6'm2 Woven Property Test Method MEAN): Deviation Fabric Weight D-5261 14.73 oz(sq./Yd. .31 -- t32b1216 lbs Grob Tensile MD/TD ASTM 50/10 TrdoezoidTeor MD/TD ASTMD-4533F141/701bs. 10/9 Puncture ASTM D -A833 1109 lbs. 5 Mullen Burst ASTM D-3786 76 psi. 25. UV Resistance (2000hrs ASTM D-4355 ?70Th _ Water Flow ASTM D-4491 i1.80gpmisq ft 32 SILT SOCK NTS WHERE REQUIRED, COVER STOCKPILE WITH FILTER FABRIC AND SECURE WITH STAKES4• :�. W 3.0 SUPPORTED WIRE SU S R PP SILT FENCE (SEE DETAIL FOR INSTALLATION) NOTES: 1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. 2. STOCKPILE SLOPES MUST BE 3:1 OR FLATTER. 3. ALL EARTHEN STOCKPILES AND SURCHARGE MOUNDS GREATER THAN 10' IN HEIGHT OR HAVING SIDE SLOPES GREATER THAN 3:1 MUST BE ENCAPSULATED BY A DOUBLE ROW OF SILT FENCE. THE FIRST ROW OF SILT FENCE SHALL BE SPACED NO GREATER THAN 10' FROM THE TOE OF THE MOUND. THE SECOND ROW OF SILT FENCE SHALL BE SPACED 5' FROM THE FIRST ROW. IN THE EVENT THAT THE SITE DOES NOT HAVE PERIMETER EROSION AND SEDIMENTATION CONTROLS INSTALLED, THEN DOUBLE ROW SILT FENCING IS REQUIRED REGARDLESS OF THE STOCKPILE OR SURCHARGE HEIGHT. STOCKPILE DETAIL IL NTS * FILTI SAC OIL ABSOR MAINTENANCE AND DISPOSAL: 1. THE ULTRA -DRAIN GUARD FILTERS ARE DESIGNED TO BE USED FOR 3 TO 6 MONTHS UNDER NORMAL CONDITIONS. WHERE HEAVY CONTAMINATION IS PRESENT THE UNIT WILL HAVE A REDUCED LIFE EXPECTANCY. WHEN THE UNIT HAS COLLECTED ABOUT 6 INCHES OF SEDIMENT IT IS RECOMMENDED THAT IT BE REPLACED. THE UNIT SHOULD ALSO BE REPLACED IF FREE OIL CAN BE SEEN FLOATING AND IS NOT BEING ABSORBED. THE ULTRA -DRAIN GUARDS SHOULD BE INSPECTED ON A REGULAR BASIS. 2. DISPOSE OF UNIT IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL ENVIRONMENTAL LAWS AND REGULATIONS. THE USER IS SOLELY RESPONS1I3LE FOR COMPLIANCE WITH MAINTENANCE AND DISPOSAL LAWS AND REGULATIONS. THE MANUFACTURER OR SELLER ASSUMES NO RESPONSIBILITY FOR PROPER OR IMPROPER MAINTENANCE OR DISPOSAL. CATCH BASIN DRAIN GUARD NTS GreenberUFarrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 15 02 07 IT S I/ PERM ET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET '06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSIONAL SEAL d0 ra�},;,f kurll 0 au Lie. No, 1957 t ■ so LICENSE i • PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGI.NIAI 4551 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE EROSION CONTROL NOTES AND DETAILS SHEET NUMBER C6'm2 .,__�...._ E DROP IN CONI5-TRUCTION OF A SILT �'EN� ' LET STONE CONSTR,UC`TION ENT.R:ANC.EI SILT EENC` . D Greenber9farrew (YITHT£E' SIPPG�RI'}: PROTECTION i99z N 338' I997.3.J3 153 Cordaville Road Suite 210 ''a •,';; SET POTS:AND E�(CAVATE A 4 XA" ?,. STAPLE WIRE„FENCING 70 TH}. ?OSIS; - - F EXISTING : TRENCH UPSLORE:ALONC THE, LINE I 2 X i• WOR FR+. wINLET- h 1 772 "A. 3:L PAVEMENT OP POS75o. _ H G AT£ _ ..... Southborough, � 508 229 0 A 0 F 5:1. - 417 .MINIMUM TOP �1'ID TII (TY` a EDI t 03 i(NiNTAHLE :BERN - .. . FILTER-.CLOT .. - 5'. 'HiN. A. a&7IONAt.) ,Lt: Q iJ l R . , r ''� .� "• r' _ COPYRIGHT NOTICE ION 1:; �. TRAPMD`A VENTS N This SIDE ELEVATION ! i ... / f 5�., s drawing is the property of the above referenced Professional and is not to be used DRIP UNE lr. .. .. .. EXISriNG'GfiDU`!71 i {i, , ---- -✓�-i" """--�-�-�-. for any purpose other than the specific 11 70' MIN' ... .. ,� �_ +�' I �• ! r-' project and site named herein, and cannot �' Og,RD�',NG A,�T l� r7.h�.EhrC.�IT7 U:F PRaTEcr10E oLv�cE. � �,1Y1�AN�lY�[,�N.1.; �1'.��.R }' e & NgsrRAttc la "IN '� / _ I ( i I b reproduced 1n any manner without the WASkRACK G '..: Tt I '"�,- -� a CESSS,.CORNERS.UAXexpress written permission from the Professional V UM LIMITS OF, ld•N7N.. .,., - },.-' .. ... - PROPOSED ORAONO .. 1 RECORD CLEARING AND GRADING Ie HIn' ExIsTI c FLDII 1 �-� ISSUE REVISION PER'SPECTIUE� "VIEWS: ''` • - < ,os: 2.0 DATE DESCRIPTION ATTACH THE %TER`FABRIO TO 7HE''WIRE - 4. a4CKFILL AND COMPACT THE - 'U k, 5 �.A',y 1u1 - 2,5; T,.? 2.$ SET . / r 'VDOT::YI POSITIVE DRAINAGE .... ... '- .. FENCEiAND- EXTEND IT, IWO THE TRENCH, EXCAVATED' SOIL.' STAKE CWRSE AGGREGATE ° I TD:SEDWENE' j _ wNERE DRIw- vi�- _ ;�, 07/02/15 PERMIT I TRM 1 D VICE "7 y% , 'S z °: 3'°. 01/22/16 ARB RESUBMITTAL MUST EXTENDFULL WIDTH- •,:. ....5, -� 4.0 3,D.. 3.0. FtiaRic 5 .0 4.0 4,5. .OF INGRESS. AND EGRESS`. ' . OPERATION PLAN. 'VIE. W- - '� - - _C.ONSTRUCTION OPERATIONS RELATIVE A,5 3.5' 4. f 3 25/16' PERMIT SET IEk ix mx, �,--'• I i:,. N,� TO THE LOCATION. OF PROTECTED TREES. uoEatr, 05/27/ 6 1ill.i 05/11/16 DINA ON SET PERMIT SET R-1 r Flu+, - ! ERLO 06 Q2 16 LLR RE-PERMIT REVIEW SET �� , ~ t i Source: Public Facilities Manual.; va Fairfax. Va' 1976 Plate 3.38-1 _ �. :�, �;, � � Os os/�s ela SET ELEVATION OF STAKE; AND "' ' I,---' j 07/22/16 LANDLORD RESPONSE FILTER cLarN. ' 1 FGOFY � 1 Maintenance. Ins it SECTION A A /f FABRIC ORIENTATION DETAIL A. spite ofprecauttons, same damage to protected trees may:occur.. Source: Va: DSWC Plate 3.13-1. k ' r!' In such cases;, the.following maintenance;guidelines should be: followed: 07/26/16 PERMIT SET R-2 G'-r Nl �.�� a, Soil .Aeration - If the -soil has :become compacted over the root zone of an ExiFrTS+(?N; OF FABRIC-AND wRE'JNto, TnE'TRENct#. SPECIFIC: A PLICATION Y TEMPORARY 1 Sl D ME.t-.Y T TRAP i P ' tree, the ground shall be aerated.bypunch,ng holes.with.an iron:bar,, The bar THIS METHOD OF :INLET •Pl20TECTIOI3 ,IS APPLICABLE::.}YHERE THE shall lae driven 1-foot deep and *11.1 oved back and forth until-the soil is I.` ... .FILTER. FABRIC- - INLET TRAINS A RELATIVELY, FLAT AREA SLOPo ;NO 1GREATER i• . IABce'.'; THAN 5%} WHERE THE, INLET SHEET OIt_'OVERL4ND FLOWS (NOT loosened. This procedure shall be repeated every 18 inches until all of the EXCEEDING: t C.F.S.): ARE TYPICAL. THE: METHOD SHALL NOT .:...:- .: I REtNFORCEn 'mHERcTE DRAIN SPACE - APPT•`Y TQ.; INLETS:.RECEIVING :CONCENTRATED: FLO.W.S;' SUCH AS coot acted soil beneath,the-crown of.the.rree has been loosened. �?+� vwuelr� SECTION 138I��' I WIRE I I 3N STREET OR,HIGIiWAY MEDIAN.. p GROUND. b:: Repair of Damage, 7:0 " s7 cu; m./nage - Source:: Ada ted;fiain I tion of.S r' w 5n Fabric Filter - ARam.e. ,Sgdimert Contrdi 2} Any';damage; to Crawn,; trunk : or; root s stem. of an tree retained Source: Adapted from X983 Mar!1and Ildardssffor Soil Plate 3.02-1 P .... IdSIaM a t a Si Source.:N.0 Erosion Y . farriers for Sediment Control :Sherwood and Wyant ±Plate 3.05-1, 'P ; ` Erosion and Sediment:Control: and Va: DSWC Y lannmg and De�gp��antal.-1988 Plate 3:Q7;1 on:tbe:site shall, be: immediately. Y 21 Whenever major root; or bark damage occurs , remove, some foliage to Maintenance reduce the de d f to d nutrients. � 87. au 0 OF ,lI 'SECT F'ENC'E man or water nu nen , FILTER CLOTH ORIGINAL :. : CONsTR UCTI N GRA SEL CURB.. INLET SEDIME�V T ;_ 4. . YD,/ACRE The entrance shali,be maintained in a condl;tonwhtch Will prevent tracking or flow of mud GROUND tEXCAVAIEt)}: onto public rights-of-way. This =ay require periodic top dressing with additional stone or { WIT -16UT �rRE iSUPPOPT) �rL:T�R 3} Damaged roots shall immediately be cut off cleanly inside the exposed the tvashiri and reworkin of existin stone as conditions dernand and' repair and/or I.- SET T KES. 2. EXCAVATE B 9"X 4" TRENCii .I7i>; s A or damaged area. Cut surfaces shall be painted with approved tree •sEE� ptArE a;i3=t cennsr;Aca:EGArE" cLAss r; RIPR�r. n and moist t moss, burlap, oritop-soil:shatl be.spread:oger the cleanout of any:structures used to: sediment. All materials spilled, dropped; washed; UPSLOPE.ALONG'TIiE. EINE Rk' pal,t pea , . or tracked from vehicles onto roadways or.iiato sfozm drains must,be removed immediately, STAi{ES• "i - �� -- - �' sed.area The use of water trucks;to.remoyenuiterials dro ,ped, washed;:or tracked;onto roadways will s.'MAx: $ SEC O , T P ± �'----r-,.'.-r' "�" CROS : TION F OUTLET } To treat bark' dalpa a carefully cut away all loosened bark back into. not be permitted under any circumstances: �- r . , �`'` / g..+ p 'the undamaged area,;taper the cut at the top and bottom, and provide I :- - CiA55:I;R�RAP drainage of the base ,of the wound (PIate3:38 8). .� , LENGTH N, FEET) S) .All tree limbs damaged during. construction or removed, for: any other ,✓' % --� ` _ ff. above the .collar at the. preceding .branch DNauri junction (_Plate 338-8) iii Nl ( R Q,.� K CHLTI ei DAM = 4' 6) Care. for'serious injuries shall be prescribed by a forester or a trees specialisf. � a: 3: STAPLE'. FILTER MATERIAL A.: BACKFILL AND COMPACT' 2 ACRES -OR :LES, Ql DRAINAGE ARE",A: TOI :STAKES, AND EXTEND THE EXCAVATED' SOIL:. C: Fertilization: Broadleaf trees that have been stressed or damaged shall IT tcrio THE.TRENCH, cRAvrL:el>TER. , receive aheavy application of:fertilizez to aid their recovery. RUNOFF WATER' WIRE MESH: .. 6^ T) 'Trees shall be fertilized in the late fall (after October 1) or:the early �. cDARSE AGGREGATE �J'� his:;• ."-. .:...-... .: FILTERED -WATER. - �.y a / spring (from the time frost is out of the ground until"May 1). Fall apphcanons'are.preferred;;asahe nutrientswpl.be made-available over f FILTER aot}I: FILTER CLOTH �.:. ,. ...... a ion er. eriod%of time. COP TtON91 } -'' Ilii" Int ' _ -� g p (pawxsrREnaL'vlEw> !" c �,, ' : -_ _ PR 2) Fertilizer shall be a tied,to thesoil over the feeder roots see. Plate " coA OF AL 111} I 3.3 no case rid it C10 an 3 RSE -AGGREGATE SHALL 6E: Y0o7 13;. #357: ALR: #5 A i ['i vooT i = ff &9): In be applied ser th feet to the trunk, T # �F 1✓ ■ iu - 111 _ii11lI -- U'1 LE (PERSPECTIVE VIEW) COARSE: AGGREGATE s, Eoli+riJt II o �. The :root system of conifer$' extends some distance beyond the. drip SHEET FLO}q INSTALLATIOI3 _ line Increase the area to be fertilized by one fourth the area of the O FiOW i (PERSPECTIVE •VIE,V) T2" Crown.- 4 2. 3• � co}vcriETe cuTz£R U ,Y cuRe 1NLEr Source: Va, DSWC Plate 3.13..2 be ed u ved fertilization methods and A I I a: equipment--, ♦ 9 3) appli sing; appro l r s SPECIFIC APPLICATION Maintenance i I,IC. {91 4. � NI.O J?U O 4 : F illi o a 1'catia 1. Sediment°shall be removed:and the, 'restored to'its original'dimensi w 2-10 ACRES 0)± DRAINAGE AREA, f , � � } o ulati ns and application: rates.shail conform to the gmdeImespons hen4he � THIS :METHOD of INLET PROTECTION iS APPLICABLE AT CURS iNLETs I givertin Table 3 38 A sediment: has accumulated: to one half the design volume: of .the -wet: storage, # C1 .<; • �I WHERE PONDING','IN FRONT OF THE, STit1ICTURE:'is hOT iiOILY TD :CAUSE } � � � INCOiiVETHENCE OR DAMAGE= 1'0- AD7ACENT STiiti(:TURES •ANDUNE?i20TECTED Sediment tBmOYa1,;.frpIn::t}1e:ba51n:S17dll be (lepOSIted'llt:t Suitable aYea Snd in $U.Cii �S �('}�10 amanner that it not erode. and. cause.sedimentation robl ms. SIC)I � # � ( AREAS: Maintain aground cover. of organic:mulch around trees that is adequate to p e 9 ®� VAL # t ..:¢ .... :POINTS: A ".SHOULD FIE aLGIiER TITAN POINT B^ ... .. .. .. .. .. prevent erosion, protect roots,:and:iT,old-.water,. 4 d� GRAVEL S,nAT.L BE .YD¢T TI3;. $357' OIi, 5'; CAARSI:' AGGREGATE. 2 Filter stone shalt: be• regularly checked to: ensure that filtratibn:perfprinance is LICENSE # 040C 1 9x70 s, DR4INAGEHAY INSTALLATION FILTER, CLATIi (FRONT ELEVATION) maintained. Stone.�lapked with sediroentshall be removed and eleaped:orreglacM' (OPTIONAL) E source'.- Adapted from Installation of $traw arI4 Fabric Filter 3. The structure should be checked regularly: to'ensure that it is structuralt sound and PROFESSIONAL IN CHARGE _..,. Source: Va, DSWC; Plate; 3:07-6; Y g _ . Y q P Y g (DOWNSTREAM :VIEW). &amen fgr�edi�nt ntrol Slierwoad and Wyant Plate 3;OS-2 ,, has not been.dama ed b, erosion or'construcuon a ui meat. The het ht of:tbe: pOROJECUT MAMA Malntenai�g stone outlet should be, checked. to ensure that, its cepter us at least.1 foot,below:the VIIOT: #1 top c, the embankment MANAGER conRSE AG' .0 EGATE_ jv atnte i 1: Thesitvcture shalt;tie.inspectedafter,each rain and.repairs;made as needed: ANDRE PIMENTEL FLOW •1. 3, 1. Silt fences shall 6a inspected immediately.after eacti,rainfall and at leasi'da daily during 2; Sediment shall be removed and the trap. to Yts'origmal dimensions when the'_ QUALITY CONTROL prolonged rainfall:. Any required repairs shall be made;im nedWefly. sediment has accumulated to one:h' :the design. ;depth of ilte trap,..Removed ; STEPHEN POWERS A.E. sediments a] bed in a suitable area and iti.such: a manner t. ill not 2s Close attention shall be paid ta.the,:xepair;of dALmaged silt`fenco resulting from, end erode: DRAWN BY { nuns and undercutting.: KYLE PITZ. cWs. I RIPRA} _.� 3. Should the fabric an a sitz fence:decompose. or become ineffective prior to;the end 3 Structures shallbe.removed and the area .stabilized when: the remaining drainage Z -- area.has been stabilized. 4if`the expected usable' life and the battier `Brill .be necessary; the.fabric shall be Source Va. DSWC Plate:3:20 1' replaced promptly: PROJECT NAME 4. Sediment deposits should be removed after each: storm event They' must be a r+emaved wtien:.deposits reach approximately ane-half the Height a£ the:barrier.: SPACING BETWEEN EN C�IECK .DAMS _ TYPICAL ORI�.N7'ATI011tT Off' TYPICAL TREATM�'NT 1 TEXAS 5. Any sediment deposits remaining in place after the silt fence is no Ionger-required �T �? 7t�r�� e� �1 T T c r rIT DTT ,T�7 T BLANKET) �7 L� siliall:be dressed to conform with the existing grade, pTepared:and seeded. TR1:A. TM.1:� 1 Y" l: . - s-OI.L,r ;- .1 A.UI LI ,C�A,T l ON ,1.JLA1:v K.[,:r: T) L= THE DISTANCE SUCH THAT POINTS ��-ee r �r } r� r/� 7� 7 ROADHOUSE A. AND B''ARE OF EQUAL ELEVATION (ice OIL. STABILIZ I IO'1Y BLA:NI - I INSTALLATION CRITERIA SLa Eco ,•' {. - ;ANCHOR SLOT DIVERS-IONS � .N t� -CHNAPPROXIMATn.Y IJU STAPLES REQUIRED CHARLOTTESVILLE A B k: PER ,00 sa.'vDs of MATERIAL ROLL NE SIG. PR 'E ELOPESC V STRIPS OF _ PER 0 ,SLOI$, JUNCTION TRIAL 4 �" NETTING. A,RORECitVE-COVERWCS '4 W+Y. UE"AFPILiA hCR055, _ CHECK'SL TO, BE BURIED- G TO 12'., SLOPE.. _ _ TT' WY. �4:1 ,OR FLATTER- ..--• - - - - JUNCgON: SEATIF YA%• STEEPER 7,iN, A:1 �, I'--- VIRGINIA :lox sl;r,if.£NL'vj . .. '' 0^3 FREE HOARD .. .. ... 0 sN°4d�.Y JOINTS TiED . CIiECK SLOT THERE' S A BERN AT THE TOP ,OF�THE-SLOP.Ei (AM MESH WILLHAVE. F I BEHIND THE 8ERJ`L1L OVER : THE BERN ANfi AA'CHOR. li TERA6Nf1, rOLO STAPLED. P JOINT IN f Exu 1 I- - m __ HEfUND THE BERM. LI N7) 455 ALBEMARLE SQUARE -LAP . _. JOIN' 7, MN. ' ' i I-i _ I - i. :.. I _;.- .ilii tI 1 U Source: Va. DSWC Plate 320.2 .` ^' - - y BOR,. SLOT 5' MNx 4c1 OR RATTER 1 i s` ALBEMARLE COUNTY . 7 .MAX. STEEPER +. Maintenance TYPICAL PARABOLIC DIVERSION I TFIAN. 4;, ,ON SLOPES. APPLY -fr. TO IT G Check damsshauldbecheckedforsedlmentaccumuiatonafter:each runoff producingstorm PR°TreTNEc°''rRRwrROW EL ' e event. Sediment should be removed when ':ivreaches'one half:::of the original. h. eight of the To THEaaREcnDN. or Flrnv L AND ANCHOR SECURELY: o measurer 10T.Y SETTLEMENT . _ CHECK S.Ar i F , " 0:3' FREF DOARD �'' - - Regular' inspections should be made to in that the Center ofithc dam.is lower than-the tHECK SLOT :y edges. Erosion caused by high flows around the edges of the dam should: be corrected __ ±' DCACNiA� rl ..-1 ._ i +- 1 __ i t -�- r r immediately:_ T111_. _ i; 11 4 r 7n Tx; :6 Ta s: Ma. PLAN VIEW w _ i . I. I =-- I f - -' i iii.. .URNGN: MATERIAL DOWN A TO A LEVEL AREA BEFORE: .... ... .. : _.S� ' H .. .UNDER A"'N+3 STAPLE AT I;r UTERY?V.S,= _ DIAGRAM TEmururwc 7.E INsrAilAnnNr TURN 7HE::ENo STAPLiN STAPLE .FORMED FROM N0.11 STEEL: WIRE. ~CHECK SLOTS AT AKIN. .a - r,.. ...1 . s.. ...... SO' C-C. INTERVALS:: LENGTH o , TYPICAL TRAPEZOIDAL ,DIVERSION V s ASN, EEMTTHFoa or °ERR S� -coMBINATiON-eeLR,wALL KEE1S . ( DITCH:dui .SLOT TAMP "IT HES. APPLY PftOTECTKE CRIENING, 2. FIRMLY' g' 70 iz' TERM FOIL If MPD RAR �' DIVERSION DIKE BA CHECK u EQUIROF flOw.ED . Aolp y ',103 SETTLEUEI,"t"Yl�. .... ......... .... :` - tIG MA7EtitAC- til THE'CENiER; OF .. ... ,T T?NA f82MLY v.Y THE: ORCH tr: AF ALL-POSSIBLE.: - .. .0.3' FREE HOARD_^-;^ -a - - ii OE9Gx tiiir 4LFRt, _ Compacted, Suit �i PROJECT NUMBER 1e min .-Flow p ndg�dard' Plate 336x2 s _ _ r Source; Adapted from`' udlow Products Brochure Plate 3.36=1 Source, VDOT Road and B e' a TYPICAL VEE-SHAPED DIVERSION 20140710.0 I ,Maintenance. T - s,5' min. - •� .. SHEET TITLE All ':soil stabilization blankets: and matting should beinspected periodically following installation, particularly after iainstorins to check far erosion and. undermining, Airy; Source:: Va. DSWC Plate M271 dislocation or failure should be repaired immediately If washouts ocbreakage Occurs; to EROSION CONTROL p -install the..material a ter repairing damage to the slope or Ditch Continue to: monitor these Mamtenano areas until which time they :become petinanently stabilized, at,Ihai :time an annual: c inspection, should`be::adequate:. DETAILS Before`'final;stabilizaiiorl the; diyersioii s hould. bc, inspected after every rainfall and at, least once evlery two weeks:. Sediment shall be removed from the channel'and, repairs, made as: t necessary, :Seeded areas which fail: to establish a vegetative,cover shall be reseeded-.as Source:: Va;:DSWC Plate 3.09-1, necessagy: 8 M�,iNenance . S Y s The measure shall be inspected after every storm and repairs made to the. dike,. flow SHEET NUMBER outlet cc, l a storm event has occurredthemeau .shall beinspected repairs made if needed. Damages cuse constructionby, .tr ioother a:y be epaird before. the: end of each working "day: (� �� vi 3.0" HMA SURFACE (TWO 1.5" LIFTS) (VDOT SM-9.OA) TACK COAT (0.10 GALLON PER SQUARE YARD) /--PRIME COAT /-PRIME GALLON PER SQUARE YARD) 8" CRUSHED STONE -J 'COMPACTED SUBGRADE. CONTRACTOR (VDOT 21A) SHALL REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE STRUCTURAL FILL AS REQUIRED. HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE 3,0" HMA SURFACE (TWO 1.5" LIFTS) (VDOT SM-9.OA) TACK COAT (0.10 GALLON PER SQUARE YARD) PRIME COAT (0.35 GALLON PER SQUARE YARD) 6" CRUSHED STONE -J `--COMPACTED SUBGRADE, CONTRACTOR SHALL (VDOT 21A) REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE STRUCTURAL FILL AS REQUIRED. STANDARD DUTY ASPHALT PAVEMENT NOT TO SCALE 6" PORTLAND CEMENT CONCRETE (4,000 PSI) 4" CRUSHED STONE "COMPACTED SUBGRADE. CONTRACTOR (VDOT 21A) SHALL REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE STRUCTURAL FILL AS REQUIRED. RIGID PAVEMENT NOT TO SCALE NOTES: 1. PAVEMENT MATERIALS AND PLACEMENT SHALL CONFORM TO STATE DOT SPECIFICATIONS. 2. EACH LAYER OF PAVEMENT SECTION SHALL BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO PLACEMENT OF NEXT LAYER. 3. FINAL PAVEMENT DESIGN SHALL BE COORDINATED AND APPROVED BY GEOTECHNICAL ENGINEER,GENERAL CONTRACTOR AND OWNER PRIOR TO PAVEMENT CONSTRUCTION. 4. PAVEMENT DESIGN SHOWN MAY CHANGE PER GEOTECH ENG. RECOMMENDATIONS INCLUDING SUBGRADE PREPARATION AND BASE MATERIAL TYPE/OPTIONS. 5. OWNER MUST REVIEW AND APPROVE IN WRITING ANY CHANGES OF SPECIFICATIONS FOR ASPHALT/SUBBASE/SUBGRADE PREPARATION AND MATERIALS PRIOR TO COMMENCEMENT OF WORK AND PRIOR TO DEVIATION FROM APPROVED SPECIFICATIONS. ONSITE PAVEMENT DETAIL NOT TO SCALE ANCHOR WITH (2) 18" LONG #5 STEEL REINFORCEMENT BARS B A� _ A TiZK6' B PLAN VIEW , 6" DRAINAGE OPENING ANCHORING PIN HOLE (TYP) FOR #5 REBAR SECTION A -A (2) #3 STEEL REINFORCEMENT BARS (GROUT HOLE FULL) 6"` I 6" bn :R (2) #3 STEEL REINFORCEMENT BARS ANCHOR WITH (2) 18" LONG #5 STEEL REINFORCEMENT BARS SECTION B -B TOP OF ASPHAILT OR CONCRETE PAVEMENT (SEE PLANS AMD PAVEMENT DETAILS) TWO (2) NO. 4 CONTINUOUS STEEL REINFORCEMENT BARS ACROSS ALL UTILITY TRENCHES (SEE NOTE 6) CURB HEIGHT VARIES 2% MAXIMUM CROSS SLOPE (SEE GRADING PLAN) 1/2" NOTCH PER ADA REQUIREMENTS TOP OF ASPHALT OR MONOLITHIC CONCRETE BARRIER CONCRETE PAVEMENT CURB AND SIDEWALK (SEE PLANS AND PAVEMENT DETAILS) SLOPE PER PLANS Q»-6, , `� �: , u? ; ; •x ".a .' Z, 7, X�' 4" VDOT No 21A CRUSHED AGGREGATE BASE COURSE UNDER SIDEWALK COMPACTED SUBGRADE (SEE NOTES 1 AND /i w 2) CONTRACTOR SHALL REMOVE ALL z c2 UNSUITABLE SUBGRADE AND REPLACE WITH 18" LONG NO. 8 EPDXY COATED N m SUITABLE STRUCTURAL FILL AS REQUIRED STEEL DOWEL BAR AT ALL EXPANSION JOINTS (SLEEVE ONE END) NOTE 1. SEE GEOTECHNICAL ENGINEERING REPORT FOR SUBGRADE COMPACTION AND PREPARATION REQUIREMENTS. 2. THE TOP 24 INCHES OF EXISTING UNDOCUMENTED FILL SHALL BE REPROCESSED, MOISTURE CONDITIONED, PLACED, AND COMPACTED IN ACCORDANCE WITH THE PROJECT DOCUMENTS, 3. ALL PORTLAND CEMENT CONCRETE SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH PROJECT SPECIFICATIONS. 4. PROVIDE INTEGRAL BLACK COLORED CONCRETE SIDEWALK PER PROJECT SPECIFICATIONS WHERE INDICATED ON THE PLANS. 5. CONTROL JOINTS SHALL BE INSTALLED AT FIVE (5) FEET ON CENTER FOR SIDEWALKS AND TEN (10) FEET ON CENTER FOR CURBS UNLESS OTHERWISE NOTED, 6. EXPANSION JOINTS SHALL BE INSTALLED AT FIFTY (50) FEET ON CENTER, CURB AND SIDEWALK RADIUS POINTS, ALL LOCATIONS WHERE NEW CONCRETE SIDEWALKS OR CURBS ADJOIN EXISTING CONCRETE AND FIVE (5) FEET ON EACH SIDE OF ALL UTILITY CASTINGS ADJACENT TO NEW CONCRETE. 7. INSTALL TWO (2) CONTINUOUS NO. 4 STEEL REINFORCEMENT BARS PERPENDICULAR TO AND CENTERED OVER ALL UTILITY TRENCH CROSSINGS SO BARS EXTEND A MINIMUM OF FIVE (5) FEET BEYOND TRENCH. MONOLITHIC CONCRETE CURB AND SIDEWALK DETAIL NOT TO SCALE 1 " 1 "R—TYP. 6" ALL CURBS 6"(OR AS NOTED) to I SEE PAVEMENT SECTION DETAIL g„ NOTES: 1. 1 CONCRETE SHALL BE 3,000 P.S.I - 2" SLUMP. 2. SIX (6") INCH FACE TO BE PROVIDED ON CURB, UNLESS OTHERWISE NOTED. 3. PROVIDE PREFORMED BITUMINOUS FIBER EXPANSION JOINTS, 1/2" THICK AT 20'-0" INTERVALS (MAX.). PROVIDE DUMMY JOINTS (FORMED) MIDWAY , BETWEEN EXPANSION JOINTS. CONCRETE CURB DETAIL NOT TO SCALE M PRECAST CONCRETE WHEEL STOP SIDEWALK ADJACENT TO DEPRESSED CURB 6„ TOP OF ASPH&LT OR MONOLITHIC CONCRETE CONCRETE PAVIEMENT CURB AND SIDEWALK (SEE PLANS AND � � 21 - PAVEMENT ' PAVEMENT DETAILS) v X. PRECAST CONCRETE WHEEL STOP ADJACENT TO MONOLITHIC CURB AND SIDEWALK CONCRETE WHEEL STOP DETAIL NOT TO SCALE PAVING TOOLED PAVING — GRASS/FART CONCRETE SIDEWALK - ALTERNATE BROOM FINISH DIRECTION EVERY JT PORTLAND CEMENT CONCRETE (4,000 PSI) TOOLED EDGE 2% SLOPE (MAX.) FINISH GRADE FLUSH W/ TOP OF WALK FOR a Q` SEEDED LAWNS, FINISH GRADE 1" BELOW TOP OF WALK FOR SODDED LAWNS 14 4" COMPACTED GRANULAR SUBBASE MATERIAL, COMPACTED SUBGRADE SOILS, PER GEOTECHNICAL REPORT. A -A SECTION MONOLITHIC CONCRETE CURB Dr1DTl AAUI PrIACAIT P rIkIr'DCTC FLUSH CONDITION) - CONCRETE SIDEWALK - BROOM FINISH TOOLED EDGE FINISH GRADE FLUSH W/ TOP OF WALK FOR SEEDED LAWNS, FINISH GRADE 1" BELOW TOP OF WALK FOR SODDED LAWNS - 4" COMPACTED GRANULAR SUBBASE MATERIAL. COMPACTED SUBGRADE SOILS, PER GEOTECHNICAL REPORT. 7— 177 PAVING B -B A -A CONCRETE CURB PLAN NOTE: WHERE TRANSITIONS FROM CURB TO FLUSH CONDITIONS ARE PROPOSED REVEAL WILL NOT BE 6" SEE SIDEWALK DETAIL (#1), SECTION 'B -B' AND CURB TRANSITION DETAIL (#4), AND REFER TO THE GRADING PLAN FOR THE LOCATION OF THE PROPOSED TRANSITIONS AND FLUSH CONDITION. SIDEWALK DETAIL .NOT TO SCALE VARIES SEE SITE PLAN -EXPANSION JOINT rnv[M.7 SECTION DETAIL CURB TRANSITION. DETAIL NOT TO SCALE APPLY TRACK COAT ALONG SAWCUT SAWCUT TRENCH NEW ASPHALT PAVEMENT, MATCH EXISTING EXISTING PAVEMENT PAVEMENT THICKNESS, BUT NOT I.ESS THAN STANDARD GEOTECHNICAL SPECIFICATION 8" CRUSHED STONEOa qL�& y,a c VDOT 21A 9.69 ;60 _apo oes c� -a s ( es& a:x� is is 6 .oFS .r9 E$�: iTti3 tri 4:? k3 PS FULL DEPTH PAVEMENT REPAIR DETAIL NOT TO SCALE EXISTING ASPHALT SURFACE TO BE MILLED 1' TO 1.5 PRIOR TO OVERLAY (VDOT SM -9.0A) CLEAN AND SEAL ALL EXISTING ASPHALT CRACKS AFTER MILLING. TACK COAT (0.14 GALLON PER SQUARE YARD) /-- EXISTING PAVEMENT EXISTING AGGREGATE BASE -J `-EXISTING SUBGRADE ASPHALT CONCRETE OVERLAY DETAII NOT TO SCALE OreenheRFarrew 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSUV6AL`-,SEA& of, e� P301ul"N 11 HOUR' 1) 70 4'�. lOMAL �f• LICENSE # 04020151e 4P 'VI NNONNNIN PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ, PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARILE SQUARE ALBEMARLE COUNTY CONSTRUCTION DETAILS SHEET NUMBER C7.0 GRASS/EARTH CJ INTERNAL TO MATCH WIDTH EJ EVERY 50' UNLESS OTHERWISE NOTED �� FINISH: BROOM FINISH - INTERIOR W/ TOOLED �a EDGE -"WINDOW FRAME" 7— 177 PAVING B -B A -A CONCRETE CURB PLAN NOTE: WHERE TRANSITIONS FROM CURB TO FLUSH CONDITIONS ARE PROPOSED REVEAL WILL NOT BE 6" SEE SIDEWALK DETAIL (#1), SECTION 'B -B' AND CURB TRANSITION DETAIL (#4), AND REFER TO THE GRADING PLAN FOR THE LOCATION OF THE PROPOSED TRANSITIONS AND FLUSH CONDITION. SIDEWALK DETAIL .NOT TO SCALE VARIES SEE SITE PLAN -EXPANSION JOINT rnv[M.7 SECTION DETAIL CURB TRANSITION. DETAIL NOT TO SCALE APPLY TRACK COAT ALONG SAWCUT SAWCUT TRENCH NEW ASPHALT PAVEMENT, MATCH EXISTING EXISTING PAVEMENT PAVEMENT THICKNESS, BUT NOT I.ESS THAN STANDARD GEOTECHNICAL SPECIFICATION 8" CRUSHED STONEOa qL�& y,a c VDOT 21A 9.69 ;60 _apo oes c� -a s ( es& a:x� is is 6 .oFS .r9 E$�: iTti3 tri 4:? k3 PS FULL DEPTH PAVEMENT REPAIR DETAIL NOT TO SCALE EXISTING ASPHALT SURFACE TO BE MILLED 1' TO 1.5 PRIOR TO OVERLAY (VDOT SM -9.0A) CLEAN AND SEAL ALL EXISTING ASPHALT CRACKS AFTER MILLING. TACK COAT (0.14 GALLON PER SQUARE YARD) /-- EXISTING PAVEMENT EXISTING AGGREGATE BASE -J `-EXISTING SUBGRADE ASPHALT CONCRETE OVERLAY DETAII NOT TO SCALE OreenheRFarrew 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 PROFESSUV6AL`-,SEA& of, e� P301ul"N 11 HOUR' 1) 70 4'�. lOMAL �f• LICENSE # 04020151e 4P 'VI NNONNNIN PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ, PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARILE SQUARE ALBEMARLE COUNTY CONSTRUCTION DETAILS SHEET NUMBER C7.0 eA 0 a ACCESSIBLE PARKING SIGN NDTE: 1. SYMBOL SHALL BE CENTERED ON WIDTH, OF PARKING STALL AND PAINTED WHITE ON BLUE BACKGROUND UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. ACCESSIBLE PARKING SYMBOL DETAIL NOT TO SCALE ' 5' (SEE NOTE #3) NOTES: 1, ALL PAVEMENT STRIPING SHALL BE YELLOW UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. 2. MAXIMUM SLOPE WITHIN ALL HANDICAP ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ACCESS AISLE WIDTH SHALL BE 8' FOR VAN ACCESSIBLE STALLS (SEE PLANS FOR LOCATIONS). ACCESSIBLE PARKING STALL DETAIL NOT TO SCALE , PROP. "STOP SIGN' R3 1 (PER MUTCD) $ k LANE WIDTH 0 R1-1 W11-2 30% 30" 30"x 30" NOTES: *(FLUORESCENT YELLOW—GREEN OPTION) 1. PAINT SHALL BE WHITE THERMOPLASTIC. NOTES:: 1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINTED TRAFFIC MARKINGS NOT TO SCALE SIGN DETAILS. NOT TO SCALE `-SIGNAGE STATING $250 FINE TO BE USED AT .VAN ACCESSIBLE PARKING STALLS (SEE NOTE 2) (I GALVANIZED METAL U -CHANNEL SIGN POST (SEE NOTE 1) I I I I 4"0 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW WHEN SIGN IS 3'-0" ( LOCATED IN PAVED AREA I I FINISHED GRADE I .I (SEE PLANS) II 77 II m s : 3'-0" k .� MIN. ' CONCRETE FOOTING 18"0 NOTES: 1. ACCESSIBLE PARKING SIGNS SHALL BE CENTERED AT THE FRONT OF EACH PARKING STALL AND INSTALLED WITH A MINIMUM HEIGHT OF FIVE (5) FEET ABOVE FINISHED PAVEMENT OR GRADE ELEVATION UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. 2. CONTRACTOR SHALL VERIFY FINE AMOUNT WITH LOCAL BUILDING CODES PRIOR TO INSTALLATION. ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE CAP UNIT ADHERES TO TOP UNIT WITH ADHESIVE I r- FINISHED GRADE 0 STEEL POST CAP -CONCRETE FILL 060 STEEL PIPE; (3000 PSI, TYPE 1) 0 PAINTED WITH RED EXTERIOR ENAMEL 0 SIGN POST [GALVANIZED STEEL OR ANCHOR PIPE IN c° 0 OTHER MATERIAL (U—CHANNEL)] CONCRETE FOOTING 2'-O"x2'-O"x2,_6" DP 0 (3000 PSI, TYPE 1) 4'-6" ANCHOR & SLEEVE ASSEMBLY SEALANT FINISHED GRADE O 0 CLASS "C" CONCRETE BASE r? v; - FOUNDATION .4 0 EXISTING GRADE 2 —0 I s 7TTS .a I ISI (-- 2'-0" 6„ z O I—_. - STEEL PIPE BOLLARD DETAIL NOT TO SCALE PLACE TAPE OVER 12 MIN...-- HOLES AND END OF TUBING PRIOR TO PLACEMENT OF CONCRETE. SIGN POST DETAIL NOT TO SCALE 2" O.D. TOP RAIL AND BOTTOM RAIL TYP. 1 1/2" O.D. POST 6'-0" O.C., MAX, 1 1/2" O.D. MID R -»—TJ'— -0—"�- � SPEC�IGAXiONSHEET E`ICTRA-H1r.AVY-OU-N DRAIN TA `r� 1 Ounensional oma ;;Z and E r m U are sutyeci t6 Marwfaetw ng Tok anies am Change wdhw uat I FIN. GRADE �— -- 012 [3fl5] -j l 09,[229] --- I *RAILING TO BE EMBEDDED TO 12 11 `- .= TO CONCRETE SIIDEWALK/WALL `o a I s *RAILING TO BE EMBEDDED TO ELEVATION IPERPENDICULAR TO BANK i ! TO CONCRETE SIDEWALK/WALL u Eek GEOTEXTILE t FABRIC Z '"` EXTEND RAILS 12" PARALLEL j WIDTH OF ROADWAY _ 1 wt. Lis qre"a 5q to ' + Apprax Grate,OPan ENG1idEEERINGSPECIFECATEAN ZURNZ50B9[2291Diameterfap;'dfalli,��- t € �— W/LANDING (TYP.) A- P+pa See. in. Dura Caatedcastiron tii iiywith bottom cullet, seepage pan antl wmtitnahori / NOTES: lkL [qm>I membranefiashingdampandfrarrie.:tor,extra tieavydu}y.�aSlirondeep WiEge 4" MIN �'` GRAVEL TYP. 12' 1. PAINT SHALL BE (WHITE) THERMOPLASTIC [51-7a-1021 z 1161 siyttedgrafe; 5" R --- a _ _ OT+Cit?NS(Check/specifyapprgpriateapUpns); � F > " PEDESTRIAN CROSSWALK DETAIL ! 2 O.D. TOP RAIL FEFE5tZE ($pegyslze/tppeJ,OUTLET E 6ot)YtiT D1Ai, FINISHED 0 6 AND BOTTOM RAIL 2-3.4[Si 76-1021 is Inside Caulk 3341951 2 -3 -41st Ts1oz� l� insldecauticwJsealtra sm: sak01; GRADE COMPACTED TYP. NOT TO SCALE 2 3 4.[St 76-1021 !P Threaded 2 314 (MI. 12" - 28-k[5176=1021 hH nio-Hue a4[iz,l —¢ ?- SUBGRADE . 8 [1621 NH "t ipd tub SIN133! z-za[51-7E�-ozj — f i�eo-Eoc 3ra"[ssj`� i 1 1/2" O,D. POST (TYP.) FREEIXE& p:CCi.,Body' E ;€ t 1.,�1 E io 6'-0" Q.C., MAX. W. To P' Z8 D:C C f Body wlih PofistsOd Bronze Top (Add 3116 j5J td'21511 Dim.) I ` 2N D:C C i 9ady Wdh Polisfi'ed Ninlcei Bronze Top (Add 317&,[5] 0z 1411 PEm,) GRAVEL BASE SUFFIXES AR AcidResistiagEpgkyCQatedCaslirori TC Neo-t-ocTest Gap Gasket I DG t7uFesistGraie (2 (51[-41102] NL 901tom Outtet 9n p -F. Fait 09PFrdme rs Topsecu�edv+nhstattetl;5crews NOTE: RETAINING WALL DETAIL SHOW o ($pecifyTotaiHelghtReq'd) V eat kvraterYaive(See2,g99)^ RETAINING WALL e, GaivanizedC3stEYoa vP VagdaiP000fSecgredTyp FOR PERMITTING PURPOSES, FINAL i Ir r HP Heel-ProofGrafe. Y sediment Bucket NOT TO SCALE DESIGN BY OTHERS -P TtaPPlimerComeaton 90 901Thn;aded S4e 4utlef;E igdy �- S . SeamdaryShainer.,. {2.thru4[5l.:ihrui02jj ,_;; -uC SoEEdCoVerw+lt►t.iitYEand4e _ ^ I SO SgHdGasketedCOvetwifhi EfCHdrtdl@ REV -C; /)ATE: MW4 CMA0, 9id56 REQUtI+ALYEURNISHEDUNlE930THERWI9ESPEgIEIED DWd..NO 5$324 PRODUCTNO:ZS0S, - - - .731rW NOIXiTA1FS INC '< BMftATfON OMNACE gPERAT" 4 l/a1 PltisW* Am i'Mk PA 11624 - -- Phonf:814'¢�da21.�Fnis Blfdt6479,28�1'Oefld N56e WeA www nm.tom I In Git)ada ,TURN 1Hplr6TRE6 1l�ifrE4'r ;641 Na>! r OiAae Ilpssltsauya Orn/ b 4049, Piq x: 996t408ZTS Piic 9V5ti061292 - HEAVY DUTY DUMPSTER DRAIN FIN. GRADE NOT TO SCALE I I *RAILING TO BE EMBEDDED TO € TO CONCRETE SIDEWALK/WALL TT �i---3' ELEVATION PARALLEL TO BANK F U TOP RAIL �6 PLAN PIPE HANDRAIL NOT TO SCALE U Greenberghrrew 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE—PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 026/16 PERMIT SET R-2 PROFESPQNAI. SEAL ° 4,, ` h Z Al � • Lie No 019570 0 �► ss10NAL k�L LICENSE �Q90�2>�195�OAa► �j PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMA►RLE SQUARE ALBEMARLE (COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C 7 S7 (SEE DETAIL) CONCRETE WHEEL STOP NATIONAL STANDARD HANDICAP SYMBOL & WHEN FRONT OF STALL IS "VAN" MARKINGS PAINTED ON PAVEMENT 1'-D"� R7-8 HANDICAP ACCESSIBLE RESERVED ADJACENT TO SIDEWALK PARKING SIGN 6' (SEE DETAIL) RESERVED PARKING 2� MAXIMUM 1'-6n a SLOPE 2" .�--► R7 -8A SIGNAGE STATING 'VAN ACCESSIBLE" L�J# WHERE VAN ACCESSIBLE PARKING STALLS ARE SHOWN ON THE PLANS. IF PARKING I I STALL IS NOT A DESIGNATED VAN ACCESSIBLE STALL, SIGNAGE STATING $250 FINE -SHALL BE USED (SEE NOTE 2) 2" NDTE: 1. SYMBOL SHALL BE CENTERED ON WIDTH, OF PARKING STALL AND PAINTED WHITE ON BLUE BACKGROUND UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. ACCESSIBLE PARKING SYMBOL DETAIL NOT TO SCALE ' 5' (SEE NOTE #3) NOTES: 1, ALL PAVEMENT STRIPING SHALL BE YELLOW UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. 2. MAXIMUM SLOPE WITHIN ALL HANDICAP ACCESSIBLE PARKING STALLS SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ACCESS AISLE WIDTH SHALL BE 8' FOR VAN ACCESSIBLE STALLS (SEE PLANS FOR LOCATIONS). ACCESSIBLE PARKING STALL DETAIL NOT TO SCALE , PROP. "STOP SIGN' R3 1 (PER MUTCD) $ k LANE WIDTH 0 R1-1 W11-2 30% 30" 30"x 30" NOTES: *(FLUORESCENT YELLOW—GREEN OPTION) 1. PAINT SHALL BE WHITE THERMOPLASTIC. NOTES:: 1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST.MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAINTED TRAFFIC MARKINGS NOT TO SCALE SIGN DETAILS. NOT TO SCALE `-SIGNAGE STATING $250 FINE TO BE USED AT .VAN ACCESSIBLE PARKING STALLS (SEE NOTE 2) (I GALVANIZED METAL U -CHANNEL SIGN POST (SEE NOTE 1) I I I I 4"0 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW WHEN SIGN IS 3'-0" ( LOCATED IN PAVED AREA I I FINISHED GRADE I .I (SEE PLANS) II 77 II m s : 3'-0" k .� MIN. ' CONCRETE FOOTING 18"0 NOTES: 1. ACCESSIBLE PARKING SIGNS SHALL BE CENTERED AT THE FRONT OF EACH PARKING STALL AND INSTALLED WITH A MINIMUM HEIGHT OF FIVE (5) FEET ABOVE FINISHED PAVEMENT OR GRADE ELEVATION UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. 2. CONTRACTOR SHALL VERIFY FINE AMOUNT WITH LOCAL BUILDING CODES PRIOR TO INSTALLATION. ACCESSIBLE PARKING SIGN DETAIL NOT TO SCALE CAP UNIT ADHERES TO TOP UNIT WITH ADHESIVE I r- FINISHED GRADE 0 STEEL POST CAP -CONCRETE FILL 060 STEEL PIPE; (3000 PSI, TYPE 1) 0 PAINTED WITH RED EXTERIOR ENAMEL 0 SIGN POST [GALVANIZED STEEL OR ANCHOR PIPE IN c° 0 OTHER MATERIAL (U—CHANNEL)] CONCRETE FOOTING 2'-O"x2'-O"x2,_6" DP 0 (3000 PSI, TYPE 1) 4'-6" ANCHOR & SLEEVE ASSEMBLY SEALANT FINISHED GRADE O 0 CLASS "C" CONCRETE BASE r? v; - FOUNDATION .4 0 EXISTING GRADE 2 —0 I s 7TTS .a I ISI (-- 2'-0" 6„ z O I—_. - STEEL PIPE BOLLARD DETAIL NOT TO SCALE PLACE TAPE OVER 12 MIN...-- HOLES AND END OF TUBING PRIOR TO PLACEMENT OF CONCRETE. SIGN POST DETAIL NOT TO SCALE 2" O.D. TOP RAIL AND BOTTOM RAIL TYP. 1 1/2" O.D. POST 6'-0" O.C., MAX, 1 1/2" O.D. MID R -»—TJ'— -0—"�- � SPEC�IGAXiONSHEET E`ICTRA-H1r.AVY-OU-N DRAIN TA `r� 1 Ounensional oma ;;Z and E r m U are sutyeci t6 Marwfaetw ng Tok anies am Change wdhw uat I FIN. GRADE �— -- 012 [3fl5] -j l 09,[229] --- I *RAILING TO BE EMBEDDED TO 12 11 `- .= TO CONCRETE SIIDEWALK/WALL `o a I s *RAILING TO BE EMBEDDED TO ELEVATION IPERPENDICULAR TO BANK i ! TO CONCRETE SIDEWALK/WALL u Eek GEOTEXTILE t FABRIC Z '"` EXTEND RAILS 12" PARALLEL j WIDTH OF ROADWAY _ 1 wt. Lis qre"a 5q to ' + Apprax Grate,OPan ENG1idEEERINGSPECIFECATEAN ZURNZ50B9[2291Diameterfap;'dfalli,��- t € �— W/LANDING (TYP.) A- P+pa See. in. Dura Caatedcastiron tii iiywith bottom cullet, seepage pan antl wmtitnahori / NOTES: lkL [qm>I membranefiashingdampandfrarrie.:tor,extra tieavydu}y.�aSlirondeep WiEge 4" MIN �'` GRAVEL TYP. 12' 1. PAINT SHALL BE (WHITE) THERMOPLASTIC [51-7a-1021 z 1161 siyttedgrafe; 5" R --- a _ _ OT+Cit?NS(Check/specifyapprgpriateapUpns); � F > " PEDESTRIAN CROSSWALK DETAIL ! 2 O.D. TOP RAIL FEFE5tZE ($pegyslze/tppeJ,OUTLET E 6ot)YtiT D1Ai, FINISHED 0 6 AND BOTTOM RAIL 2-3.4[Si 76-1021 is Inside Caulk 3341951 2 -3 -41st Ts1oz� l� insldecauticwJsealtra sm: sak01; GRADE COMPACTED TYP. NOT TO SCALE 2 3 4.[St 76-1021 !P Threaded 2 314 (MI. 12" - 28-k[5176=1021 hH nio-Hue a4[iz,l —¢ ?- SUBGRADE . 8 [1621 NH "t ipd tub SIN133! z-za[51-7E�-ozj — f i�eo-Eoc 3ra"[ssj`� i 1 1/2" O,D. POST (TYP.) FREEIXE& p:CCi.,Body' E ;€ t 1.,�1 E io 6'-0" Q.C., MAX. W. To P' Z8 D:C C f Body wlih PofistsOd Bronze Top (Add 3116 j5J td'21511 Dim.) I ` 2N D:C C i 9ady Wdh Polisfi'ed Ninlcei Bronze Top (Add 317&,[5] 0z 1411 PEm,) GRAVEL BASE SUFFIXES AR AcidResistiagEpgkyCQatedCaslirori TC Neo-t-ocTest Gap Gasket I DG t7uFesistGraie (2 (51[-41102] NL 901tom Outtet 9n p -F. Fait 09PFrdme rs Topsecu�edv+nhstattetl;5crews NOTE: RETAINING WALL DETAIL SHOW o ($pecifyTotaiHelghtReq'd) V eat kvraterYaive(See2,g99)^ RETAINING WALL e, GaivanizedC3stEYoa vP VagdaiP000fSecgredTyp FOR PERMITTING PURPOSES, FINAL i Ir r HP Heel-ProofGrafe. Y sediment Bucket NOT TO SCALE DESIGN BY OTHERS -P TtaPPlimerComeaton 90 901Thn;aded S4e 4utlef;E igdy �- S . SeamdaryShainer.,. {2.thru4[5l.:ihrui02jj ,_;; -uC SoEEdCoVerw+lt►t.iitYEand4e _ ^ I SO SgHdGasketedCOvetwifhi EfCHdrtdl@ REV -C; /)ATE: MW4 CMA0, 9id56 REQUtI+ALYEURNISHEDUNlE930THERWI9ESPEgIEIED DWd..NO 5$324 PRODUCTNO:ZS0S, - - - .731rW NOIXiTA1FS INC '< BMftATfON OMNACE gPERAT" 4 l/a1 PltisW* Am i'Mk PA 11624 - -- Phonf:814'¢�da21.�Fnis Blfdt6479,28�1'Oefld N56e WeA www nm.tom I In Git)ada ,TURN 1Hplr6TRE6 1l�ifrE4'r ;641 Na>! r OiAae Ilpssltsauya Orn/ b 4049, Piq x: 996t408ZTS Piic 9V5ti061292 - HEAVY DUTY DUMPSTER DRAIN FIN. GRADE NOT TO SCALE I I *RAILING TO BE EMBEDDED TO € TO CONCRETE SIDEWALK/WALL TT �i---3' ELEVATION PARALLEL TO BANK F U TOP RAIL �6 PLAN PIPE HANDRAIL NOT TO SCALE U Greenberghrrew 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE—PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 026/16 PERMIT SET R-2 PROFESPQNAI. SEAL ° 4,, ` h Z Al � • Lie No 019570 0 �► ss10NAL k�L LICENSE �Q90�2>�195�OAa► �j PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMA►RLE SQUARE ALBEMARLE (COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C 7 S7 ROOF DRAIN COLLECTOR PIPE - (SEE PLANS FOR PIPE MATERIAL, SIZE AND SLOPE) ROOF DRAIN PIPE--\ (SEE PLANS FOR LOCATIONS) 45' BEND -` WYE FITTING NOTE: 1. CONTRACTOR SHALL PROVIDE RISER PIPE AND ADDITIONAL FITTINGS AS NECESSARY TO CONNECT ROOF DRAIN LEADERS TO ROOF DRAIN COLLECTOR PIPE. ROOF DRAIN WYE CONNECTION_ DETAIL IF 1 I I i I I I I I I I I ( ( ( I FLOW CONTROL WALL - I STONE BASE STANDARD H2O GRATE INLET I I 8" PIPE INLET L NOT TO SCALE 42'-A" ------------ - SP I I I IV IV EP I I ( I I I i I I I I I I I a. SP D i I I I11 t. UUILLI - 15". HDPE PIPE HEAVY DUTY CAST IRON FRAME WITH PVC PIPE SDR 35, THREADED CLEAN OUT PLUG 'C.O.' CAST IN COVER SEE PLANS FOR BRANCH SIZE: FINISHED GRADE (SEE PLANS FOR ELEVATION) MH -1 FRAME 6" THICK CONCRETE PAD AND CQVER INTERLOCK''& L BE; PROVIDED BY. T' DIAMETER HOLES 3""OVA :SLOT :OR OTHER, VDOT AIPROVED METH 4.. PVC PIPE SDR 35. SEE FLOW / ` �' ,� / FOR 4 sTEEL DOWELS: CENTERS TO. BE 180•APART: PLANS FOR BRANCH SIZE. rK3TE.8,. PVC 2-22.S BENDS OR 45' \' �� �/dNOTCH; DOWELS, KE YS, OR OTHER:.VDOT-.APPROVED fln FACE OF BUILDING PVC 2-22.5' BENDS ��/ �\/i MEANS.OF'PROVIDING POSITIVE WTERLOCK':'ARE TO SWEEP. ROTATE AS REQUIRED OR 45' SWEEP. BE INCLUDED IN FLAT, SU:B•TOPS".USED, IN x; _ a SPACER UNIT DOWNSPOUT PER ROTATE AS REQUIRED PIPE EXTENSION TO BE SAME SIZE AS Col a"CTloN xaTN..cuRe. DROP INLETS:. z tpS RE sgED> ARCHITECT DRAWINGS SEWER UP TO 6"0 LENGTH VARIES u„I STS ADS NYLOPLAST WYE AS REQUIRED j ( ) HOLE.OF Tva ( ( j FITTING. SEE NOTES FLUSH PVC TEE W PLUG SEE a tns'I:EtrD:r W/PLUG PART CODE \ i COMBINATION 45' WYE BRANCH AND sTEPs ADS NYLOPLAST PLANS 45' ELBOW OR LONG SWEEP 90' 2" 1As REO D.) 1 " ABOVE FINSHED GRADE TO MATCH LBRANCH INV. YUYE FITTING ELBOW (REDUCING TYPE FITTINGS 5 a`` s" I ,.. -'` EXISTING DOWNSPOUTS WHERE REQUIRED) :> FINISHED GRADE PVC PIPE SECTION AS FLAT SLAB TOP :UNIT'""�" 15 HDPE PIPE {NV. / 1 s >ari.: ! REQUIRED TO EXTEND TO BRANCH INVERT. _ . . _.'.. SEE PLANS FOR SEWER :.,•,; PIPE MATERIAL, SIZE SERVICE LINE FLOW DIRECTION 5v s 2'-O" MIN. ;ti CONNECT TO STORM SEWER. 15" HpPE PIPE AND ELEVATION UNLESS NOTED SEE GRADING AND DRAINAGE -- t01!1CRETETAPER: "UNIT ECCENTRIC TAPER UNIT PLAN FOR MATERIAL AND ON PLAN ''• CONTINUATION NOTES' SECTION VIEW PLAN VIEW ��lJ 1 SEE GEHERAI:NOTES FOi2 AODtTK)NN IrFORMATTON,ON 8• SPACER UNITS SHOWN HEREON PCE ALSO KNOWN AS ;',yUILD�tJIG 4 -_ WEEP HOLES STEP REOUffiEMEHTS;"tY tlRi F.TyFOR GI3ASE RINGS" OR ADJUSTMENT"RINGS NOTES: 7. WHEN: SPACER,TTS ARE .RE rrz. "rr Ls Ta.BE '2 ;ALL.SPA:CER UNITS FLAT:'SLAEI TOPS AND TAPER UNITS : MEASURED FRM THE ;TOP OF Tt£ XCRMOS7 SPACER-1PLUG WYE IF SERVICE ARE TO SE`INACCORDANCE WITH .THE REQUIREAfENTS 2 45' WIDE SWEEP ELBOWS, 1. FOR A" BRANCH CONNECTION USE NYLOPLAST ADS WYE FITTING 15'X4" CODE 1501 AG OF AASHTO'MI99 " 8. SPACER LOT:Is TO BE DOwELEa-oR MORTARED TG {) LINE DOES NOT CONTINUE rnPER uWIT OR FLAT' SLAB TOP. ASSURE CLEARANCE OF FOOTING NOTE: 3. CONCRETE s)+ALL eE aooD PSI 2. FOR 6" BRANCH CONNECTION USE NYLOPLAST ADS WYE FITTING 15°X6" CODE 1502 AG 4. FOR STEP JPAT'SEe:sTArmARD §t-1: 1. SEE APPLICABLE DETAIL FOR PIPE BEDDING AND BACKFILL REQUIREMENTS. 5. DIMENSIONS,. HOWN aRE;turlhllfM. ACTUAL DIMENSIONS MAY. VARY ,WTiH+:AiATA/FACTURER. DOWNSPOUT LEADER DETAIL WYE BRANCH CONNECTION DETAIL SEWER CLEAN OUT DETAIL NOT TO SCALE NOT TO SCALE NTS vDOT -- N .. SPECIFHCATTON kOAD ANA:;BRIDGE-STANDARDS .STANDAR:D PRECAST MANHOLE TOP JNITS REFERENCE StffEi 1'OF':1 REVISION WE fD3 VIRGINIA DEPARTMENT';OF TRANSPORTAT)ON: 302 -STANDARD H2O MANHOLE COVER PROVIDE 13" MIN. COVER JOINT WRAP, SEE NOTE 2F PROVIDE 3.75' MAX, COVER MAX, FINISHED GRADE 290.75 TYPE IV MODULE MIN. FINED GRADE 289.00 487.00 A cr, ,' 486.50 J4 TYPE 11 MODULE TYPE 11 MODULE TYPE IV MODULE 4 33 Mfi'~ w.. _,._. _.. .. A ! ..... 482.50 I FE 24„ m I.EXTEND STONE FOUNDATION r MIN. BEYOND STORMTRAP MODULES ON " ALL SIDES. BACKFILL MATERIAL. 3 MIN, LAYER OFA CRUSHED ANGULAR FI IN SITU SOIL 3000 PMIN. NG CAPACITY STONE WITH NO FINES. SEE NOTE 2B TO BE FIVERRIFIEIFLE D 15" MIN. LAYER OF 3" CRUSHED ANGULAR STONE WITH NO FINES. SEE NOTE 2B NOTES: TYPICAL SECTION 1. DIMENSION OF STORMTRAP SYSTEM ALLOW FOR A 3/4" GAP BETWEEN EACH UNIT. 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS. 3. SOIL BORING TESTS PERFORMED GEOTECHNICAL CONSULTANT. DID NOT FIND GROUNDWATER WITHIN 10' FROM THE SURFACE. 4. FOR STRUCTURAL CALCULATIONS, GROUNDWATER WAS ASSUMED TO BE BELOW INVERT ELEVATION (282.5). IF THIS IS NOT THE CASE CONTACT THE MANUFACTURER AND THE ENGINEER IMMEDIATELY, 15'-4" Fl� STANDARD 4' SINGLE TRAP TYPE IV N.T.S. 5" T -DI -1 STANDARD DI -1 TOP FRAME. & GRATE ALTERNATE TOP #4 BIARS:Q4" C -C `-T-W DIIfl�(�II� f1�D��flO �! fl�nOfl�D�n��flfl��fl 04 DIAGONAL BAR: TYMCAtQRNERS I I I 4''10" DIAMETER 1; SEE; GEr€RAL NOTES`FOR N)DITIONAL IAFORMATION ONWEEP HOLES: STEP REQUIREMENTS,; (LIN FT,,EOR MANHOLES) DIMENSIONS etc: 01-1, 1A PC RECOMMENDED MINIMUM HEIGHT CHART PIPE - - H DIMENSION SIZE CONCRETEI CORR. METAL 12" 2'-8" 2'-5" 15" 2'-9!/4" 21-6-- 18" '-8"18" 37-072-2''11" 21" 3'-3 ' LI 24" 3`7', 3'-5l, N. 8" DOWELS 12 5' LONG IgD o LBS. GROUT 15 -BARS (WITHOUT GRATE) t8 3 NOTES. I. SEE GENERAL NOTESPRECAST FOR ADDITIONAL. DETAILS. 2• CONCRETE TO SE.4000 PSIMWWUM. NOTES: 3. REINFORCING STEEL IN ACOORDANCE WITH ASTM C-478, ASTM A-497 I. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM 1-615. iREWFORCWG OARS). APPROVAL OF THE ENGINEFR. JOINTS ARE TO 8E SEALED. WITH. MORTAR, OR 4. CONCRETE COVER, AND GRATE ARE TO BE ; '4RNISHED AS A SINGLE: UNIT. O-RING GASKETS OR BUTYL RUBBER. 5. SEE STPNDA2D DI 1,:tA FOR, DETAILS OF FRAME AND GRATE. 2. ALTERNATE JOINT DETAILS APPLY TO ;ALL PRECAST UNITS. 6 DIMENSIONS SHOWN .ARE MINIMUM, ACTUAL DIMENSIONS MAY VARY 'WITH ALTERNATE JOINT 'DETAILS MANUFACTURER. ,. ... .1VDQ'I� ... .. .. ... SPECtFICATtON RTnAD AND BRIDLE STANDARDS STANDARD PRECAST' TOP UNITS REFERENCE 105 103,030F 1 REVISION DATE, VIRGINIA DEPARTMENT OF TRANSPORTATION. 233 ;Bc1,:Ii=z WEEP HOLE f [:f STEPSItAS^ALIO.).• 1 AS REQ'0,) AS REQ'D,7' Li I ALTERNATE JOINT -DETAIL' GreenherUfarrow 153 Cordaviiie Road, Suite 210 Southborough, MAGI 772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07126/16 PERMIT SET R-2 PROFESS191j41,,�E L a• ",��AL"fli Uf o41 � TIN T{. ptSIZ� ) C+ 4 Lie C. No. t' LICENSE # 04�i1�01�3�7D PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT NIANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMA►RLE SQUARE ALBEMARLE COUNTY t _ lJ A S - ROADHOU5E 17 PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C7.2 O -: , RINKGRCIUT,, , ::- �-•-----------•-- W 1; SEE; GEr€RAL NOTES`FOR N)DITIONAL IAFORMATION ONWEEP HOLES: STEP REQUIREMENTS,; (LIN FT,,EOR MANHOLES) DIMENSIONS etc: DIMENSIONS. ACCESS OPENING SPECIFICATIQN' 2. ALL BASE th`ATS. ARE TO:BE, tN' ACCORD.MICE WfTH THE REQUIREMENTS OF' MI.SHTt1':MtO :.x . y SUGGESTED r+BSOIUTE' i.. E STD, P SYSTEM ARE 94 IN DIAMETER, TYPLCALACCESSOPENING&:FOR.TI1, ANTRA ACCESS OPENINGS LARGER THAN 2' t7° 1N NAM ESR NEFA TQ BE`ARP,ROVEO BY; A-' v. 8 . i 12 UNDERGROUND STORAGE 3, CO NCRETE.SHALL.BE'4000 RS1, 4. YNIiERE'OBENkiGS,ARE'REOU9iED FOR PWE,7FIEY SHALL:BE ioliA(ED,DRIIlEL1OR PIEAIkY CU f. UM: MINIMUM MAX;:PIPE SIZE. MAXIMUM,2"f. W,48.. 5,.. ZL. 27 „ STORMTRAP: ALL OPENINGS M.U.ST RETAIN AT LFAST I -0" OF CLEARANCE iN ALL " ' . SYSTEM OUTLET PIPE AS -APPROVED BY THE':ENGINEER: THE CONTRACTOR SHALL FURNISH'THE:FABRICATOR WITH THE -4 CLES BETWEEN VERT HE S THE'ANGdES BETWEEN CEHTEfi.L@IES,THE;tINVERT EtEVATK)NSAt� Tiff SIZE;OF' ALL PIPES -.TO NS,:A DIRECTION$ FROM'TtE EDGE OF THE STORM! RAP :UNITS: -. _ ._ . _ E: HOLES ARE TO.:BE .I M, oF• 4" MA E B^. LARGER': T" THE'::OUTSiDL'OIAMETER OF TtIE`PROPOSED'PHPE: 72„ s" s" 4s 54" 2, :PLASTIC.COATED STET L. STEPS PRODUCED BY MA: INDUSTRIES PART -PFG PFC (SEE DETAILTO=THERIGi `ARE PROVIDEDINSIREANY.UNIT'WHEREDEF-MEt)NECESSARY. THE LTO 15'-4" r� +�7 STANDARD SINGLE s.., ]DIMENSIONS. SHOWN ARE Mlr�asM hcTu DENslotrS' MAY VARY WITH. nIMIIAeruRER.. 84' r �' B &" .. ss' ... 72° ... , HIGHESTM-'DM, iNGIi ..LINITIS'TO;BEPL:ACEDA:DISTANCEorTAY.-FROMTHEINSIDMEfEDGE:. OF T14E STORMTRAP t)NCTS. ALL ENSUING STEPS SHALL BE PLACED. WITH.A'MAXI M TRAP END PANEL..DEPm B: mDe is b10MIr7AL DIAMETER. .n� OF 3a',DuuzER BASE urIT:RESTRICTED' . DISTANCEOF 1' h'. BETWEEN FF1EM. 5TEP.S MAY. BE MOVE© QR ALTEii D TO AVOID ..:: " NOTCH LIN FOUNDATION 7:, NIN''THE' EVENT-THE:INVERT OF •TTS: OUTFALL POE IS HIGHER THAN THE BOTTOM- OF THE- STRUCTURE,. T44' O!' MAXIMUM, 7THEINYERT...OF,THE. STRUCTURE .SIULL BE SHAPED WITH CEMENT MORTAR;:TO PREVENT'STANDNC: ,. OPENINGSL7R OTHER tRREGUiAR1TIES IN THE GNtT:` TOAILQW.iiNVERr:F:FIIPE - -15'-q" £flR.;PONDlr{G'OF WATER w THE STRUCTURE: J~f.ONE�VIED9'P+PE ONLY (Ot�:P�'E EI�TEf ::1�:. oNE P)I SIG :sTT;uG oral. 3, STORMTRAP: LIFTING INSERTS MAY BE RELOCATED TO..COINCIDE WITH THE;ACCESSb:, TOMEET THEiNX-0-1 -OF .UNDATIiiN: THIE FOUNDATION PIPE CiC}NNEC TION EL 384.50 .. ;TroNGUE ArT GROOYE<' JOINT 'ARE TD: BE OF:FABR}CATOR'S DESIGN MEET�IG VDOT APPRQVAt.. Jro ITS_ E' To sE D NnT,M IIoRTAR o-Reac c1.sKErs, DR euTY RLHBBER: OP. ENING, OR,TFiE BENT: R OF,CRAVITY OF THE;UNITAS,NEEDED,; :BE 4..STORMTRAP'ACCESS:OPENINGS:MAY BE'RELOCATED TO AVOID INTERFERENCE. WITH INLET (0 ANDIOR OUTLET.PIPE OPENINGS SO PLACEMENT OF STEPS: IS ATTAINABLE. EL 384.00 5. ACCESS Of?SNINGS b'kb.bt:D BE LOCATEDaN QADEA'MEETTHE`APPROPRIATE . _. MUNICIPAL:REQUIREM,ENtS STORM 'RAP RECOMMENDS ATL.EAST:ONE ACCESS:: OPENING HER,SYSTEM, FORACCESS,ANO:jNIST'EOTION. z 1v�T STANDARD PRECAST :BASE UNITS SPECIFICATiOtq: T?EFERENcE !ROAD AND: BRIDGE STANDARDS 6'.: USE:PRECAST:AD,IUSTINGAINGSAS:NEEDEDTOMEE'I.GRADE. 5TORMITR'APRE;COMMENDS SKEET t OF:I: REVISION DATE.. 7Q5. EOR:COVER:OVEFf2'TOUSEPREI;AST.BARREi:OF3COtVE$ECTIQNS.{t3,Y.OTHERS},-" ORTA VIRGINIA.DEPAftThtNT OF.7RAN5P TKtrt 302 FRAME &.GOVER_AS,:. EL 381.00 � o3al PRECAST {CON0AETE ADJUSTING' RINGS,; SPECIFIED Y ENGINEER` BARRELOrr2GONESECTIONS ASNEEDED . ;' ($YOTitERS); RECO ENDED, `BEE RECGOMMENDED AcicE8s C IPENING s�>:crl �caT oto Hoa tB1.Yo71 t�Rs : GENERAL NOTES: - PRECAST PIPS OPENING SPECiF1CATIQN 1 S !,'•:;.. 4 �.•, '+ '..:.'�= 21.5 5 " " 48" 5" fPREC'ASX,STRUCTURES ;WILL .CONFORM TO::SECTION:302:Or THE SPECIFICATIONS. '3" D,AMETEt2,WEEP- 'Ht)CES WILL. : -8E REOtNRED-7N:�PR£CAST--.STRUCTURE'S tOCA7ED"-. 9:: PIPE OPENINGS BINDLE MAINTAiN:A MINIMUM 1 0 OF CLEARANCE FROM A VERTICAL EDGE -. .,., TIE:. AtANUFaCTUftEt?'4fILL..tiaYE INE:OPTKIN,OF.,SELECTWO.THE'COMBINATION;OF ADJACENT Tp; THE 'PAVEMEENT:TO';ORAIN THE.S(J86ASE:' PGACEWNT:OF VeEEP::HOLES IN UNITS'' TO' C MPLETE :'A° TRUCTUREf'U C SS::OTH RwIS N TED: -ON :TH THE; .R CAST UNIT WILCBE .DETERF,tINEO THE: PROAM.I . Of :THE .STRUCTURE" i PREc nsT Q .., , s N E... : E:.. E. o e P E BY. TY .,....... ... - 'TO ...,.,, ,. .. ..,:,....- ,.:,:.:, ...:,, .., ;.::.._..;. . , ._.:.., ... .... ©FTHESTORMTRAP.UNIT.. _. ,N.OI?LSHEi,fNK'GF'�O.l:}'T' .. ,; . ;..:; c TOP EL. 486.50 iP.L'AN5 ... .. THE:SUBITASE:: WEEP.HDLES'XSitY:"Al.$Q ;B£ REQUIRED- IN:OTHER: STRUCTURES.. WHEN .CALLED, FOR;ON.THE: PLANSo.OR OIREC'TED. BY 'THE ENGINEER. 2.: ,.. _.._... ...... ` ' 'EJC ` ,..... .. , . .: MAXIMUM ,OPENING SIZE TO;BE DETERMINED BY UNIT HEIGHT. PREFERREd QPENINQ:StZE' tD OW OR :' ..'.. '• '. .._, - .''. ".s• ' ; ' : � . " - 6 O ORIFICE INV -485.00 i THE. 'H" ; DNEAk, FEET FDR' MANHOLES) DIMENSION, sHOWN oNi THE STANDARDS I ANO. SPEGIFIED;:QN THE': PLANS: t4iCL'BE MEASURED: aROM; THE fNVERT OF THE:- _ WEEP HOLES WILL HAVE: 12 .:t i2" :PLASTIC' HARDWARE .CLOTH.'A MESH 'THE PLAN ^H"; BROUGHT TO THEA NTIO OF:STQRMTRAP,'FOR-REVIEW: BROUGHT: Tri~ N <' `, °. F' fGUTF'ALL PIPE TO :T:OP' OF THE MASONARY: STRUCTURE. 0[M£NSlOttS OR GALVANIZED STEEL WIRE,')dINI't' OV -WRE D°AMHTEE2::O:03'; NUMBER 4 MESH. IiARDWARECLQStI,gNGHORED FIRMLY.'T.O.pll750E OF STRUCTURE. .• 3: - - - r +. - :.: : CONNECTING PIP.ESiSHALL:BE,INSTALLED WITH Ai Q>CQNCRETECOLLAR,ANDAAGGREGATE: - .. .' --_:. ---. .. '..:. „ •. ,+ : • "• " 2 ORIFICE INV 4$2.5D ISRAEL DE R.ETER�tlNEO. 8Y THE -CONTRACTOR; FROM F`.IEL'D:,COND)TtONS... _ _ .. """ -' - ' - `' " ' - - PRECAST. UNITS'LO.CATED ADJgc£NT' TOCAST=ItJ-PLACE_GQNCRETE, ITEI.fS; SUCH .. LEAST N GTS'AS-SHOWN;-A-STFIL.IGTURAL-GRAL}E%ONCRETEi�R. CRADLE AT O . E PIPE LEN _ , : ..-is-:�i: i - ,'<•�,�.' ',; .' '` M ihEEVENT THE -INVERT OF; THE'�OU FALL--"PIP-IS.HICHER`.THAN THE 86TTOM_OF' qS'.FLl1AtES:-0ITCHES.:GCITTERS:AND, 54DEWALKS SHALL:-.BE:'CONNECTED"TO:,THE 'CEMENT -,MEAN$ BE U5 GROUT.WLTH.A;MINIMUM 28;DAY COMPRIE SS S. STREAICTti-OE 3000. P51 SHALL.... USED. .,.:..... :::... ._..:. .,. .;...- ., ,....>.. .. ... ,_... - , `....... , r. '". ........ #'4 ':;' MEETS ... ..........:.. .; ': :c...---.. -. .. ...- .+ . : `x;" - A - ,:, .. '` `., ITHE. STRUCTURE.•<THE„INVERT OF: THE $TR€/GTUR£ SFiAk.l: BE SHAPED: WITH AD.,sACErIT UNIT BY OF `N0:.4, SMOOTH. STEEL;:DOWELS. SPACED, ON', iMORTAR 7D, PREVENT'ST"NG 0 ::PO GN G:,GF WATER IN'THE,S1RUCTURE. THIS � .PROXfiA TELY� l2"SCENT RS: THROUCHOOT� THE ;CONTACT"LENGTH AND EXTENDING .. R. N n... s AP E u..T .... - 4. THEANNU LAR CE:BETWEEN' HE PIPE.AN0 THE.HOLE.SHALL BE':FILL.ED WITH. T_ OB5S.13�a1:08:OZ'. BNO': Q '. .' M4 = •' <" ^:: ' _ BOTTOM EL. 482.5 0 1INIL,L APPLY :TO ALI.:STRUCTURES MEETING TH15:; ONDiTION AND: IS NOT TO BE AT. kEA5T�i•,;INTO,:E<OTHJ HE PRECAST UNIT �To RECENE--THE.. ., fCDNFUSEO:. WITH STAND?RO iS s THE; COST FOR• uwVER,T SHAPING SHALL 9E JNCLUDEQ. DOWELS, THEY :$HAIL HCl? .E E£p- D7AAiET,ER,, ,SPA NON-SHRINK:GROUT; , 31�f7 - - ASTM G4%S 2 ASTM D=4.iD1:95b: 4+-4° R. �'-' •� : r . < lIN; THE RRICE:BIO.FOR THE'STRUC1; 'E, THE STANDARD SAFETY-. SLAB ;(SL -1),S TO :BE USED, 0N_ -Y'. WHEN, SPECW,ED:IN THE: IWHEN SPE6FIEO ON, THE:PLANS THE:INVERY. IS Tq BE :SHAPED IN',:ACCORDANCE PLANS ON :THE DRAINACE SUMMARY, SHEET, ANP/OR THE DRANAGE..flESCRIPTION. 1111TH 1S11: COST„OF FURNISHING. ANO"pLtiCING ALL;:!AA7 ER)ALS REFER TO STANDARD- SL--f:F.OR SAFETY •S.LA>3 INFORMATION; •: '. .STANDARD .THE' IINCtOENTAL'T0� THE:SHAPING IS: 7p 8E -.INCLUDE THE--.PRHCE BS ��FOR::_TH£- AASHTt M^1 J' 1, " " 6 CONCRETE END PANEL WITH INSTALL 6 CONCRETE SPLASH PAD ?STRUCTURE; X"'. CHANFER MAY SE' A,ROVIDED :ON ALL EDGES AT 'MAWUF,AC TUREWS'OP.110 V., RECOMMENDED RE INSTALLATION: INSTRUCTIONS, INSTALL ASThnAt'' �°-5112": 101/2" �___ - OUTLET OW CON ORIFICES FL CONTROL RI ES UNDER INLET AND OUTLET STORMTRAP MODULES TO PREVENT PSFMIniMUM'CoreR£T,. Oil PRECAST'.<5TRUCTURES -TO '4000 . ;stens w a�coRDu,e£ W,TH srarDwD ST.,I ME, To.BE, PROVIDED ,N uL MANHOLE* O .! �U !ANO IN ALL: DROP. INLETS: WITH hN, !ii OfME11SI0N nF`a',D:. OR Ct�EATER: _ 1`�d:3/4° ` ; ; " T' STONE BASE WASHOUT. 1. CLE AND L{GH TLY LUBRi0AiE'ALL OF PIPE TO BEll :INSERTED INTO STORMTRAR, SfPEGIFICATION' V CDC7T 2 IF.PIPE IS.CUTi CARE SHOULD BETAKEN TO ALLOYV NO SHAAP EDGES: BEVELAND ` _ ( STAIR DETAIL (REFERENCE GENERAL NOTES - 'PRECAST'- ROAD -AND t3RI'DGE sTANDA}as LUBRICATE EAD ErvR c E PtPF: ;RISER. OUTLET CONTROL PANEL IN TYPE SPIV TRAP SHEET '1 1 3 ALIGN CENTER OF PIPE TO CORRECT ELENI, AND INSERT INTO t3P1✓NlNG:: STEP DETAIL N.T.S. VIRGINIA DEPARTMENT OF TRANSPORTATION REYiSIONDAT a7„2 OF OUTLET STRUCTURE GreenherUfarrow 153 Cordaviiie Road, Suite 210 Southborough, MAGI 772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07126/16 PERMIT SET R-2 PROFESS191j41,,�E L a• ",��AL"fli Uf o41 � TIN T{. ptSIZ� ) C+ 4 Lie C. No. t' LICENSE # 04�i1�01�3�7D PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT NIANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMA►RLE SQUARE ALBEMARLE COUNTY t _ lJ A S - ROADHOU5E 17 PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C7.2 .FRAME .& COVER, ,(SEE FIG.; SLOPED AREA�;y�; STREET :SURFACE OR; NON -PAVED AREA ;1'-0" MAX RUBBER"COATED STEEL STEPS CAST IN PLACE3'-O" MIN PRECAST REINFORCED CONCRETE SECTIONS a �`w' MAX RING SEALS MINIMUM ELEVATION DIFFERENCE ACROSS M H.. 5, 4'-0" FROM. INLET TO OUTLET SHALL BE, 0:20 FEET:- DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE; l ,FILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER_ ` a A FILLETED INVERT FOR- A ISMQOTH a ' • " 12 TRANSITION, OF FLOW BETkEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN: 6' BEDDING NOTE W/ NO. 6.8 STONE 1; BEDDING THICKNESS. REQUIREMENT :SHOWN IS MINIMUM AND. SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT` FOR THE SOIL CONDITIONS: 2. THE. CONSULTANT WILL DETERMINE WHETHER. MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED -BASES: 3: ALL JOINTS, LIFT HOLES, 'INLETS, -;OUTLETS TO BE:.SEALED .& GROUTED` INSIDE AND OUT: TYPICAL MANHOLE SECTION SHOWING. BRANCH. TIE -!N N;T•S FIG. S. -(-A; TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE,A SEWER' SERVICE LATERAL :CONNECTS TO A MANHOLE AND ,NO INVERT ELEVATION EOR._ THE SERVICE LATERAL IS, JNDI.CATE0 ,, THE TOP, (CROWN) ELEVATION, OF THE .SERVICE. L/1TERAL PIPE SHALL BE AT LEAST.0.2' .HIGHER THAN, THE TOP .(CROWN} £LEV/iTION OF THE .THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2: SEWER LATERALS TAPPED INTO AN EXISTING SEWER 'MAIN SHALL. BE: CONNECTED' USING A PIPE: SADDLE. 3: MINIMUM GRADE FOR SEWER ,SERVICE CONNECTION'SHALL'BE 2% .(1/4" PER FOOT } 1 C ALL SEWER LATERALS SHALL HAVE A MINIMUM'COVER 2'' MIN n I DIAMETER: OF 4": S:: ALL 'SEWER _LATERALS. SHALL: 'HAVE A MINIMUM COVER OF .3 FEET: LT. T REATED .FINISHED GROUND. x .4. MARKER PLUG END OF MAIN LINE LINE ., SERVICE LATERAL SECTION 45.0.0" IN LINE WYE -.TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION WT:S, FIG; S-2 TD -31 W z 12,, r ). . 3000 PSI CONC.. BASE BENCH- SLOPED TO: FLOW CHANNEL_ 1-/4" 1' "MIN �i BRANCH' FLEXIBLE CONNECTION -Ai N0' WITH STAINLESS STEEL ALL CONNECTIONS TO. I BAND EXISTING: ,MANHOLES SHALL 'BE CORED AND A FLEXIBLE CONNECTION ' BOOT:" INSTALLED ar TYPICAL MANHOLE PLAN SROWING BRANCH, TE - IN NTS TD -27 NOTE 1: `OPEN GUTS ,IN PAVED AREAS WITHIN EXISTING VDOT RIGHT=OF.-WAY SHALL: BE BACKFILLED. ENTIRELY WITH NO 21A STONE;: 2. FOR: DUCTILE, IRON PIPE THE BOTTOM ,OF THE TRENCH SHALT_ _BE SCRAPED AND .COMPACTED,. AND ALL STONES REMOVED ORA 4' BEDDING OF NO.:68 :STONE SHALL 'BE PROVIDED' 3: WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON. "A MINIMUM 6." 'BEDDING OF NQ. 68"STONE TYPICAL SEWER PIPE I.NSTALLATON IN TRENCH NTS FIG. S.-3 TD -32 TP -29 REMOVE BENCHING, IF NECESSARY, BEFORE DRILLING HOLE -+-.—•-J e EXISTING MANHOLE STRUCTURE STAINLESS STEEL INTERNAL EXPANDING BAND SECTION PIPE TWO (2) STAINLESS STEEL EXTERNAL BANDS NOTES: 1. CORE—DRILL CIRCULAR OPENING IN MANHOLE WALL OF DIAMETER TO FIT THE REQUIRED BOOT SIZE. 2. KOR—N SEAL FLEXIBLE RUBBER BOOT (MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC. OR AS APPROVED BY THE ENGINEERING DEPARTMENT) SHALL BE USED FOR WATERTIGHT CONNECTION. 3, CUT, SHAPE AND SLOPE NEW INVERT CHANNEL IN THE EXISTING CONCRETE BENCH FOR SMOOTH FLOW FROM NEW DRAIN PIPE CONNECTION. 4. CLEAN EXISTING MANHOLE OF ANY DIRT, CONCRETE OR DEBRIS WHICH MAY ACCUMULATE DURING THE CONSTRUCTION PROCESS. STORM/SANITARY SEWER CONNECTION TO EXISTING STRUCTURE Greenherghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for ony purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 05/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/216 PERMIT SET R-2 PROFESSIONAL SEAL 6 Lic. No. LICENSE Q9pp 31Q5179►" 'V1 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 1 19 REMAINING BACKFILL .SHALL . NOT CONTAIN ROCK ;MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION INTIAL BACKFILL* (6"' LIFTS) EMBEDMENT , * THOR9Q.GHLY COyIPACTED SPRING LINE BY HAND .OR APPROVED. MECHANICAL TAMPER OF PIPE HAUNQHING. N0, 6$ STONE. BEDDING 6" max 4•Fain FOUNDATION: (SHALL BE:. NOTE 1: `OPEN GUTS ,IN PAVED AREAS WITHIN EXISTING VDOT RIGHT=OF.-WAY SHALL: BE BACKFILLED. ENTIRELY WITH NO 21A STONE;: 2. FOR: DUCTILE, IRON PIPE THE BOTTOM ,OF THE TRENCH SHALT_ _BE SCRAPED AND .COMPACTED,. AND ALL STONES REMOVED ORA 4' BEDDING OF NO.:68 :STONE SHALL 'BE PROVIDED' 3: WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON. "A MINIMUM 6." 'BEDDING OF NQ. 68"STONE TYPICAL SEWER PIPE I.NSTALLATON IN TRENCH NTS FIG. S.-3 TD -32 TP -29 REMOVE BENCHING, IF NECESSARY, BEFORE DRILLING HOLE -+-.—•-J e EXISTING MANHOLE STRUCTURE STAINLESS STEEL INTERNAL EXPANDING BAND SECTION PIPE TWO (2) STAINLESS STEEL EXTERNAL BANDS NOTES: 1. CORE—DRILL CIRCULAR OPENING IN MANHOLE WALL OF DIAMETER TO FIT THE REQUIRED BOOT SIZE. 2. KOR—N SEAL FLEXIBLE RUBBER BOOT (MANUFACTURED BY NATIONAL POLLUTION CONTROL SYSTEMS, INC. OR AS APPROVED BY THE ENGINEERING DEPARTMENT) SHALL BE USED FOR WATERTIGHT CONNECTION. 3, CUT, SHAPE AND SLOPE NEW INVERT CHANNEL IN THE EXISTING CONCRETE BENCH FOR SMOOTH FLOW FROM NEW DRAIN PIPE CONNECTION. 4. CLEAN EXISTING MANHOLE OF ANY DIRT, CONCRETE OR DEBRIS WHICH MAY ACCUMULATE DURING THE CONSTRUCTION PROCESS. STORM/SANITARY SEWER CONNECTION TO EXISTING STRUCTURE Greenherghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for ony purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15 PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 05/02/16 LL/PRE-PERMIT REVIEW SET 06/06/16 BID SET 07/22/16 LANDLORD RESPONSE 07/216 PERMIT SET R-2 PROFESSIONAL SEAL 6 Lic. No. LICENSE Q9pp 31Q5179►" 'V1 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER 1 19 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC,. SHALL NOT. HE LOCATED WITHIN THE: RIGHT DF WAY,. VARIES WATER SEWER- 3 � E7 CT' d { LOCATION OF OTHER LITIWTIES: 5A$, ELECTRIC: TELEPHONE, CAELE, ETC.) EASEMENT WIDTHS, WATER OR. SEWER. ONLY MINIMUM`, WATER i:- SEWER' 36' MINIMUM W SEE PART ;3,.PARAGRAPH Dl SEPARATION OF WATER &' SEWER `SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE: AT 90' TO THE .RIGHT OF WAY.. UTILITY LOCATIONS &, EA EMENT VVIDTHS NTS FIG, W-1 TD -1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS. MiICN IS THE LQCAL STANDARD. A. .LENGTH OF-BRANCH'VARIES 6' MIN 2 0 -10` (270) ALvE:SO 7 CU. FT, i #68 STONE' 42 'MIN - •", 6" GATE `. r ..I VALVE. 2500 P;S.I. CONCRETE BASE AND THRUST SLOCK'.AGAINST UNDISTURBED STABLE SOIL, :STEEL PILE '�'�'�j . I RESTRAINED ;JOINT FITTINGS - 'WHEN THE SOILIS DISTURBED OR 1YHEN- _-- A HYDRANT IS. LOCATED IN A FILL :IN .ADDITION TO POURING CONCRETE, .A STEEL PILE, ,S,1 1. BE:USED. AS 'ADDITIONAL: SUPPORT. NOTE 1 -..SURROUND. WEEP HOLES WITH :GRAVEL -AND .KEEP :FREE'OF CONCRETE. 2, MAINTAIN A 311/2' MIN. COVER'FROM THE MAIN To THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHAD_ SLOPE AWAY S FROM THE FIRE HYDRANT AND VALVE 'BOX, _ 4: THE GALE VALVE.IS ALLOWED IN SHOULDER. OR BEHIND THE DITCH. ITIS NOT?ALLD WEO'iN'THE: DITCH. .5. FIRE; HYDRANTS SHALL: BE INSTALLED AT LOCATIONS WHERE: WEEP HOLES ARE'ABOVE THE.PREVAiLWO GROUNDWATER ELEVATION.. IF REQUIRED TO BE.:IN.WET AREAS, THE WEEP HOLES SHALL BE:. PLUGGED AND THE HYDRANT. SHALT, .BE PUMPED DRY,'. TYPICAL FIRE. HYDRANT ASSEMBLY DETAIL NTS. FIG. W-4 TO -8 4 . -.4.r uly. o 17;5' .,.1 W MIN. ----�� 1 4 ' (22.5' FOR COMPOUND METER) e A �.. _i 4 o . ' 4 (22.5• FOR COMPOUND METER) 1a MIN. s 37' MIN, 12' MIN. YANONUT. LmRiNG ASSEMBLY l BYPASS NOTES: 1. PROVIDE A 6 TIACK GRAVEL SED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL :BE 8". 3. THE OUTSIDE OF THE' VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG, w -7C TD -16 GOOD FOUNDATION .'MATERIAL ROCKY' FOUNDATION MATERIAL INITIAL. BACKFILL 6" BEDDING: #68 STONE: STABLE: SOIL. ROCK: * SCRAPE THE BOTTOM OF THE TRENCH;. REAiOVE ALL STONES TO. INSURE THE PIPE DOESN'T REST ON R.00K:AND THEN: COMPACT- THE' •S,OIL OR PROVIDE A '4°" BEDDING OF' #6B STONE: D FOUNDATION.IN Poon solL UN_ ER -:CUT .CONDI TION 4 `I -INITIAL BACKFILL 4 i UNSTABLE I SOIL M0.11A.1- MIN. MIN MIN. #CS STONE. & RANULAR FILL.A5, . j APPROVED BY SA r\... ST I, � STABLE SQIL'OR ROCK_ ZiGI(?: NOTE 1 NO:;ROCKS SHALL `BE ALLOWED WITHIN 24'' OF TME WATER LINES. 2. NO kb(CKS LARGER THAN. 6" IN .ANY DIMENSION :SHALL BE ALLOWED. ABOVE, THP. INITIAL ,BACKFILL, 3.THE INITIAL BACKFiLL SHALE. OE PLACED AND:.COMPACTED. IN 61 LIFTS.. 4.. NO ,ORGANIC OR .FROZEN MATE. RIAL,'OR DEBRIS. SHALL, i3E ALLOWED. IN THE TRENCH. 5. $ELL HOLES: SHALL BE DUG: OUT IN ;ALL CASES. DUCTILE IRON WATER PIPE 'INSTALLATION & BEDDING NTS FIG, W-2 TD -2 PLACE' V GALVANIZED "`WITNESS ".;POST WITH. CAPPED ENDS: PAINTED SW,Ef)N,'REMOTE AREAS. Q1 AS: DIRECTED.,' MARKER LOCATION MAY :BE SUBJECT i T0' HIGHWAY DEPARTMENT A01PROYAL:. FINISHED : GRADE (I T ADJUSTABLE VALVE:BOX:YY% LID. U L-1 d/ 1a-9 PART 111 GENERAL G,`ONDITIONS. A. GENERIAL INFORMATION This setction outlines miscellaneous. conditions for .water and, sewer construction; B. SAFETIYoFPUBLIC Construlctionoperations shali:be scheduled. so as to interfere as tittle as possible with tpublic trayet, whether vehicular or, pedestrian. Whenever it. is necessary to ctross or interfere with roads, driveways, and walks, whether public or private, suif<able and safe bridges, detours, or other temporary provisions for the accommoidation. of public and private travel shall be provided' and maintained: Reasonable ' notice shall be given to owners of privatedriveways before disturb"sing the driveway.. The contractor: shall designate a safety officer from his staff tb,b,e responsible for his operation,. C. PROTECTION OF EXiSTING FACILITIES All cons;tructi n operations in: the vicinity of. other existing facilities shalt be performed. with greaLcare to.prevent damage to these utilities. Prior to construction.ofperations all utility companies shall be requested to:verify location oftheir utililie�, In the field. Any, damaged utility,'.Rh ll be repaired with, new materials and rrestored to its original condition; in acceirdance with the Underground Utility Damage Prevention Act and specifically Se4ct1on 56-265.17. of the Virginia, Co e no Rerson shall begin or make excavation or demolition without making required notification. "Miss.'ss. Ltiliry" of Virginia is the notification: control center and can. be reached at 1£800-552-7001 for osf utilities. Forb-ei h (48); hours notice is required. Existing} Utilities:. It shall be the Contractors responsibility to conduct the work in such ea.manner asto avoid damage to, or interference .with; utilities. If damage or initerruption of service occurs as a result of his work, it is the Contracloes:rEasponsibility to promptly notify the inspector and the utility andto repair or cortrect: it immediately at the Contractor's expense and: to the safisfaction of I the ACSA and owner of the utility, GC -1 i' COMPRESSION. x 3/4" WALE PIPE GOUP.iNC OR APPROVED EQUAL . V TYPE 'K, SOFT cDPPFR ' FOR. USE ON ATTACHED-S.',NOIE FAMILY RESIDENTIAL SERVICES -CR. QUAL. RESIDENTIAL .. ANO IRRIGATION SERNCE& t.,l.,0. TEE , Q° NOTE: t / NO STfAIEp. flT11NOS. t` QUAL SERVICE R 1' COMPRESSION % 3/47 HALE: PIPE COUPUNL,: OR APPRQt•ED EQUAL TYPE''K' SOFT COPPER FOR USE ON OETACNED.SINGLE FAMILY RESiOENTW.. SETMCE. VAIERE .AN N. . METER iS NOP PRQN. Wp. - SINGLE SERVICE NOTE: I) SAOOLE6 SNAIL BE USED ON PVC PIPE. . IRRIGATIOSALL cAss IRON: uD rwlsHEo GRADE io'-ts• loacvANc taETER yy sox (INLET 4 - OUTLET) COPPER6ETTER 3¢' NII/, - ,La Sam uwpuNG� �s . METER - CORPORATION STOP BRICK A5. NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG SIZE 45' a 4' -. 6 -Yr9 V-3"27-6' 1- 2'-0' 1. 11,V 10" -8-' Max L 17 1/4. '1.D' 2=9 3-9 T-6 Y-0 3'- 2' '3'-3 s o 5'-9' 2 t/z' 6'-0 7=3 i 1 z' 12' S-0 4-3 Y-0. z -3 3'=6' . 2" 1S". S-6 5'-6' S- . 3V -O -s•=6. 2 1/2' C. 4'' - 6 2-6- Y- 2'-W 1-6 2'-a' CHART FOR UPPER 45' m 22 I/2' 10 ` S-3 5 3'-0 7..9. 3-T 0 ^ ma . a ' S_S '6'-1 4=1 2' IW PLUG. T 4' - 6. S -r 6'-0 31-0 3 -Y 3* -Y 2 7/4' N.T.S. B' 3:-6 6 6 1'-0 Y-8* S -D' 2 1/4 45' T 1 FOR ALL BENDS. FOR TEE OR, WYE" ITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHORIF mto REQUIRED. . BEnoiNc As: M , . ' . W -6A REQUIRED I PLUG qq MIN Mi .. T... 3x33 3 58 :.2 95 T , SECTION 1-1 4.00 283: SECTION 2-2 PIPE DEGREE SEND QIMENSIONS VOL. AND, PLUGS :VOL SIZE OF 11 11/4 1.83 YD; FEET Cu YD. BEND C. H .. T. U... H...- ...T .. 90 '1.54 :2.50 :.3:01 0:24' & g" 45 , 211/2 Z.00 1,50 2.25 2 OD 2 60 `2 52 0r15 0,10 200 2125 2.50, 016 11.'f/g. . 1.50 200. -:250 .0:10'.. . . _.. .. 90 3,66 3-116 321 0.48: 8" 45 221/2 2..66 7.66 2.66 •216 ;2.77 269 (i,26 i 0:13 3.16 2:91 �26s o.32 1t •i/4 1:66 2.16 4.62 0.13. 90 d;83 383 .342 0;83; 10.' 4 L THRUST BLOCKS :ARE WHENEVER THE:P.IPELINE : CHANCES: DIRECTION, :CHANGES .;REQUIRED SIZE, DEAD :ENDS, AND AT.VALVES, 2., USE 2500 R.S.I. CONCRETE. 3; No. CONCRETE SHALL, BE POURED. ;ON ANY PART OF THE -JOINT. 4: THE, CONSULTING. ENGINEER SHALL BE'RESPONSIBLE 40' THE VERIFY :THE TYPE:& SIZE OF Alit. -THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS,. i' COMPRESSION. x 3/4" WALE PIPE GOUP.iNC OR APPROVED EQUAL . V TYPE 'K, SOFT cDPPFR ' FOR. USE ON ATTACHED-S.',NOIE FAMILY RESIDENTIAL SERVICES -CR. QUAL. RESIDENTIAL .. ANO IRRIGATION SERNCE& t.,l.,0. TEE , Q° NOTE: t / NO STfAIEp. flT11NOS. t` QUAL SERVICE R 1' COMPRESSION % 3/47 HALE: PIPE COUPUNL,: OR APPRQt•ED EQUAL TYPE''K' SOFT COPPER FOR USE ON OETACNED.SINGLE FAMILY RESiOENTW.. SETMCE. VAIERE .AN N. . METER iS NOP PRQN. Wp. - SINGLE SERVICE NOTE: I) SAOOLE6 SNAIL BE USED ON PVC PIPE. . IRRIGATIOSALL cAss IRON: uD rwlsHEo GRADE io'-ts• loacvANc taETER yy sox (INLET 4 - OUTLET) COPPER6ETTER 3¢' NII/, - ,La Sam uwpuNG� �s . METER - CORPORATION STOP BRICK A5. NECESSARY TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG SIZE A B C' D E :F ........ . .. ... ' : } :.. 4' -. 6 -Yr9 V-3"27-6' 1- 2'-0' 1. 11,V 10" -8-' :2'-3 3''O 2'-6 , =6 7-6' , 1/4' 17 1/4. '1.D' 2=9 3-9 T-6 Y-0 3'- 2' '3'-3 s o 5'-9' 2 t/z' 6'-0 7=3 i 1 z' 12' S-0 4-3 Y-0. z -3 3'=6' . 2" 1S". S-6 5'-6' S- . 3V -O -s•=6. 2 1/2' C. 4'' - 6 2-6- Y- 2'-W 1-6 2'-a' CHART FOR UPPER SECTION VERTICAL.BLOCKING 22 I/2' 10 ` S-3 5 3'-0 7..9. 3-T 0 SOLIS TO.FACE.CENTER.OF BLOCKS:, 12' S_S '6'-1 4=1 2' IW 5'-0 7-6' W -S 4x0 V -W 2 1/2' 4' - 6. S -r 6'-0 31-0 3 -Y 3* -Y 2 7/4' N.T.S. B' 3:-6 6 6 1'-0 Y-8* S -D' 2 1/4 45' . W -6A 12" 45 3x33 3 58 :.2 95 .0:43. 3.83. 4.00 283: :0.52 221,/2: 233 2.58 286 ! 0;24- 11 11/4 1.83 2;33 2.84 :- 0.98 m-aG GreenherUFarrow D. SEPARATION OF WATER AND SEWER SYSTEMS 1, General There shall. be no physical connection between drinking water supplies and sewers or. appurtenances. Nos ewer shall pass within 100 feet of a potable water 'supply well 'or other .potable 'water supply source: 'or -structure unless special construction and/or pipe: materials are used to obtain adequate protection. Na water pipe shat/ pass through or come in contact with.anypadof. a sewer manhole. AarallelInstallatio 2. ns: Water tines shall be laid at least tett (10)feet horizontallyfrom a seweror sewer manhole whenever' possible; the distance shall - be measured edgy -to -edge. When local condi#onsprevent'.a horizontal separation. often (10) feet; the waterline may be. laid Closer to a sewer orsewer manhoW provided that: a. The bottom (invert) of. the water main shall be at least eighteen. (18) inches above the'top (crown) of the sewer. b, Where this.verticat separation.cannot be -obtained, the sewer shall be: constructed :of AWWA: approved::t]uctile (ran water pipe, pressure tested in, place wthout leakage piriorlto backfilling.. c: The sewer manhole shall be of watertight construction and tested in place. 3. Crossing Installations Water lines crossing sewers shag be laid to provide a separation of at least eighteen: (18) inches between the bottom of the water line and the top of the: sewer whenever possible. When Ioca I conditions P reuentthis veru' cal separation; the following construction shall be used: a. Sewers: passing Oyer or under water lines shalt be constructed: of AWWA approved Ductile iron water pipe and pressure`tested in place withoutleakage'prior to backfilling. b. Water lines passing under sewers shali,'in addition, be protected by providing: 1. A vertical separation of at least eighteen' (18). inches between: the.bottom of the sewer and the top:afahe water line;. GC -2 FOR BENDS. 8",& SMALLER..-, USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER UNE OF BEND, USE BRACING FOR :BENDS 1.0" THROUGH 12� .' / ALL PIPE USE 2 STRAPS ON BENDS """ ADJACENT TO BELLS. --FOR 18" BEND USE 3 STRAPS. AS SHOWN. til 6`i. 4. -BARS 0 12' ON :CENTER j FOR 12- SEND$.4 LARvGER B CONCRETE CL ELEVATION PAINT, ALL EXPOSED :STEEL. WITH.2 ;GOATS :OF BITUMINOUS PAira BEND SIZE A B C' D E :F ........ . .. ... ' : } :.. 4' -. 6 -Yr9 V-3"27-6' 1- 2'-0' 1. 11,V 10" -8-' :2'-3 3''O 2'-6 , =6 7-6' , 1/4' 17 1/4. '1.D' 2=9 3-9 T-6 Y-0 3'- 2' '3'-3 s o 5'-9' 2 t/z' 6'-0 7=3 i 1 z' 12' S-0 4-3 Y-0. z -3 3'=6' . 2" 1S". S-6 5'-6' S- . 3V -O -s•=6. 2 1/2' C. 4'' - 6 2-6- Y- 2'-W 1-6 2'-a' CHART FOR UPPER SECTION VERTICAL.BLOCKING 22 I/2' 10 ` S-3 5 3'-0 7..9. 3-T 0 SOLIS TO.FACE.CENTER.OF BLOCKS:, 12' S_S '6'-1 4=1 2' IW 5'-0 7-6' W -S 4x0 V -W 2 1/2' 4' - 6. S -r 6'-0 31-0 3 -Y 3* -Y 2 7/4' N.T.S. B' 3:-6 6 6 1'-0 Y-8* S -D' 2 1/4 45' . W -6A m-aG GreenherUFarrow D. SEPARATION OF WATER AND SEWER SYSTEMS 1, General There shall. be no physical connection between drinking water supplies and sewers or. appurtenances. Nos ewer shall pass within 100 feet of a potable water 'supply well 'or other .potable 'water supply source: 'or -structure unless special construction and/or pipe: materials are used to obtain adequate protection. Na water pipe shat/ pass through or come in contact with.anypadof. a sewer manhole. AarallelInstallatio 2. ns: Water tines shall be laid at least tett (10)feet horizontallyfrom a seweror sewer manhole whenever' possible; the distance shall - be measured edgy -to -edge. When local condi#onsprevent'.a horizontal separation. often (10) feet; the waterline may be. laid Closer to a sewer orsewer manhoW provided that: a. The bottom (invert) of. the water main shall be at least eighteen. (18) inches above the'top (crown) of the sewer. b, Where this.verticat separation.cannot be -obtained, the sewer shall be: constructed :of AWWA: approved::t]uctile (ran water pipe, pressure tested in, place wthout leakage piriorlto backfilling.. c: The sewer manhole shall be of watertight construction and tested in place. 3. Crossing Installations Water lines crossing sewers shag be laid to provide a separation of at least eighteen: (18) inches between the bottom of the water line and the top of the: sewer whenever possible. When Ioca I conditions P reuentthis veru' cal separation; the following construction shall be used: a. Sewers: passing Oyer or under water lines shalt be constructed: of AWWA approved Ductile iron water pipe and pressure`tested in place withoutleakage'prior to backfilling. b. Water lines passing under sewers shali,'in addition, be protected by providing: 1. A vertical separation of at least eighteen' (18). inches between: the.bottom of the sewer and the top:afahe water line;. GC -2 FOR BENDS. 8",& SMALLER..-, USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER UNE OF BEND, USE BRACING FOR :BENDS 1.0" THROUGH 12� .' / ALL PIPE USE 2 STRAPS ON BENDS """ ADJACENT TO BELLS. --FOR 18" BEND USE 3 STRAPS. AS SHOWN. til 6`i. 4. -BARS 0 12' ON :CENTER j FOR 12- SEND$.4 LARvGER B CONCRETE CL ELEVATION PAINT, ALL EXPOSED :STEEL. WITH.2 ;GOATS :OF BITUMINOUS PAira BEND SIZE A B C' D E :F ........ . .. ... ' : } :.. 4' -. 6 -Yr9 V-3"27-6' 1- 2'-0' 1. 11,V 10" -8-' :2'-3 3''O 2'-6 , =6 7-6' , 1/4' 17 1/4. '1.D' 2=9 3-9 T-6 Y-0 3'- 2' '3'-3 s o 5'-9' 2 t/z' 6'-0 7=3 i 1 z' 12' S-0 4-3 Y-0. z -3 3'=6' . 2" 1S". S-6 5'-6' S- . 3V -O -s•=6. 2 1/2' C. 4'' - 6 2-6- Y- 2'-W 1-6 2'-a' CHART FOR UPPER SECTION VERTICAL.BLOCKING 22 I/2' 10 ` S-3 5 3'-0 7..9. 3-T 0 SOLIS TO.FACE.CENTER.OF BLOCKS:, 12' S_S '6'-1 4=1 2' IW 5'-0 7-6' W -S 4x0 V -W 2 1/2' 4' - 6. S -r 6'-0 31-0 3 -Y 3* -Y 2 7/4' N.T.S. B' 3:-6 6 6 1'-0 Y-8* S -D' 2 1/4 45' CRIMP AND. ROLL END OF COPPER PIPING: T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL \\\ 24" MIN, SHUT -:OFF CORPORATION STOP TYPICAL. SERVICE TAP ABANDONMENT NTS FIG, W-66 111-11 ti. Adequate structural support for the sewers to prevent excessive deflection "of the joints and ahe settling on and breaking of the waterline; Ill. That the length of. the waterline be. centered at the point of the. crossing so #hat' joints shall: be equidistant and as far as possible from the. sewer. The: length of sewer pipe shall also be centered at: the point of crossing, :so that joints shall be equidistant to qu andas far as possible from the water fine: E. :PIPELINE INSTALLATION UNDER' EXISTING PUBLIC HIGHWAYS 1. "General Work: in public highway rights-of-way- be subject to VDOT approval. A Land Use Permit must :be obtained from the Department Vir inia of Virginia Transportation before beginning the work: Permit requirements are outlined -in the Land Use Permit Manual, Virginia Department :of Transportation, Richmond, Virginia," current revision. No work will be authorized by the ACSA that has not been, approved by VDOT. Specifications of VDOT governing work within public highway rights-of-way shalt govern this work. Where there is a conflict between. the VDOT specifications and these specifications, the more stringent requirement shall apply. Construction. operations in. -public streets, roads, or alleys. Shallbe. confined to as small.a working space as practical,so as not. to ca a ndue inconvenience to Vne public or to adjacent properties. At the time of undertaking the work, Me'contractor snail notify VDOT and the: project engineer twenty-four (24) hours in edya ice of construction. 2. Pipeline Installation Main water distribution lines and sanitarysewer lines under existing Public highways shall be.installed bY oPen rrttin9if approved by VD.O T. If, not approved'they shall be installed by bore and jacking inside with a spiral -welded steel: casing pipe with a minimum thickness of. one-quarter (1114) .inch. The casingpipe shall: extend from curb:to back of curb, or beyondConcrete. Pp or paved ditches; oraminimum of five (5? feet beyond the edge of pavement, Whichever is greater, The steel casing pipe shall be no less than twice the. diameter of the carrier pipe`for waterfnstallations and: no fess than three.times the diameter of the. carrier pipe. for sewer installations...All:carrier pipe installed in steel casings shall be ductile iron and shall-be.supparted with steel casing spacers. For steel; sleeves. under roadways see Part VII, Figure W40, and: Figure $75. GC -3 ASTM 'A36 AN,D'HEx ASn4 A5aB; (TMP) •..• UNDISTURBED. EARTH. - UNDISTURBED. sol/ (TMP). - 3/A":DIA .L-THREAD:.ROD ,:•.e• ViAT'ER MAA c' 24'MIN UNDISTURBED EARrri- FAAU z 1A55 A-3 CONCRETE MIN P•! ••.h>EGA l;UC ac� f fz a a SECTi6;i� - NOTE, I• ALL RODS AND ,FASTENERS SHALL-'BE'GIYEN TWO `COATS OF ASPHALTIC. PAINT AFTER ASSEMBLY.. `. 2. CONTRACTOR $tALLL ENSURE THAT THE.COCLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION -SHOWN. .. - . . 3. -DIMENSIONS SHOWN BEYOND THE TRENCH:_WIDTH ARE ABSOLUTE MINIMUM, IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLA,fI:oIMENSIONS SHALL INCREASE ACCQROINGLY,, QRO�S ANCHOR RESTRAINTS FOR` VALVES, NTS Fig, W-�Q TD- 6 VARIES VALVE BOX TO METER BOX. (SEE FIG. W-8. THRU W -7E), t ARIES 2" COPPER V WATER MAIN M.J: FITTING 2" CORP, STOP 4" DIP 4" PLUG `THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS. NOTES: • GATEVALVE.WILLBE4' UNLESS OTHERWISESPECIFIEDBY:THEACSA;: • SERVICE UNE TO CONNECT ATMAIN WITHX'X4"'TEE. • REFERTO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.. . REFER TO FIG. W-5 FOR THRUST -BLOCK DETAILS AND DEPTH OFCOVIER ONGATE VALVE, • NO CONCRETE SHOULD BE POURED ON:ANY-PART OF: THE RESTRAINIED JOINT. USE PtASTICSHEETING AS PROTECTION FOR BOLTS. USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -6C TD -12 Bora and 1ackin9 of peQr tonnelin9, u d rave ent shall: be done onlyI Y i ll upon prior written approval ;bythe ACSA, Ifany DIED g S Instad in thisannex.. e m , the contractor shall submit a detailed schedule of (operation, and shall: show the equipment and.the exact.methodto be used. 3. Pavement & Shoulder Replacement The work includes the replacement of all pavement and shoulders removed or damaged b . the contractor the course of construction,ction. All work replaced shall match the existing_ work as nearly as, practicable. Materials to be replaced shall be as required in the •LandWse Permit",..but no less than one and -one-half 1 h times the thickness a cam anent layers removed ( ) m thlckn of the p y and shall be in accordance with the Virginia Department of Transportation Road and Bridge Specifications, latest revision. F. PIPELINE INSTALLATION UNDER. EXISTING RAILROADS Local: railway companies: require permits for any construction within the confines of their right-of-way limits or properties. All requirements relative to design and construction mustibe met prior to approval by the ACSA: Notioe:or verification of meeting such requirements shall be submitted to the ACSA With the construction plans. Mainwater'.and sewer distribution dines under railroads shall be installed and sleeved in accordance with the "AREA Manual for Railway Engineering - Part 5, Pipelines," current revisiom. Approvals by .the railway company involved and the.ACS.A are: necessary, prtior-to. authorization O work to commence. For steel n sleeves under railroads seeo Part VN,Fi ore W 11 and ... 9 Figure S-6: G. BLASTING Blasting, where required, shall be done witlh;care in accordance With all applicable Federal,. State, and local laws; ordinanaces,: rules and regulations of the authorities having jurisdiction and -by skilled eand expenencediblasters. A' blasting permit must 1e obtained. from the Aibemarie Cou' nty Department of Fire. & Rescue .prior to commencing the work. AM Federal, State, and local regulations governing consituction safety shall be adhered to and any violation of such regulations shall be deemed` the sole rwsponsibiliiy of the contractor. and/or developer. Proper notification. shall be givern:to the:ACSA and the public prior to the commencement of giastiog operatioons. Blasting. on Saturdays, Sundays, and holidays will be permitted -only witIn written permission from the ACSA. Precautions shall be taken to prevent injuny to.persons and damage: to property. No blasting shall be .done within kWenty--five (25)= feet: of any completed work ;or adjacent:to any. other strictures unless proper;precautions aretaken. Ends of utility lines adjacent to the blassting arewshail be covered to GC -4 FINISHED GRADE -ITI= n ---n 1=1T rT. ,D r--1Tl _i R=� r=lTl-7 rr TRENCH. o' REDUCER �eQ -2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED -f^-- ------^------- NCISTURBED-SOI4 18" MR PROFILE VIEW UNDISTURBED SOIL - EDGE '' 24" MR --- OF TRENCH_-_--�_� - ° REDUCER 8, MR d � a" 14 :tea 2,500 P.S.I. CONCRETE THRUST BLOCK ---- I-' {4. eMIR _--._..-..-._----.- -7 .:.p. J - UNDISTURBED SOIL - EDGE �- - - - - - - OF TRENCH e"' 247 MR NOTES:. PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED. ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' 'MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH,: OR AS APPROVED BY THE ACSA.. • 3' MINIMUM: VERTICAL PENETRATION' INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER: THRUST BLOCK NTS FiG, W -3D TO -7 COVER LIFT NOTCH 14 1/2' /2^ 12 3/8" 1z 1 WATER CAST IRON LID 18" METER BOX z 1 2 . ti 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8''-1" METERS) NTS FIG. W-7 TO -13 avoid d debris and d dams e. Whenever blasting will ie undertaken in the vicinityitY of an existing utility; 4 shalt..onty be done with direct "onsite" supervision. -of the: ACSA Any damage as. a result of blasting operations shall be the sole. responsibility of the contractor and/or developer. H. RESTORATION The Contractor shall restore all surfaces disturbed by his operations to a. condition at least :equal to that which existed prior to ,commencement of the work. Restoration work shalt' be commenced Immediately following the completion of the work on: any section of the project: AIG drainage structures: shall be restored using likematenals and details. All ditches :shall, be restored.to the, prior existing grade and cross section. All pavement, Walks, curbs, gutters, and entrances removed or damaged by the Contractor shall bere placed_ to equal or better condition.; All,public streets; roads, and highways shall:be restored as required by VDOT. Ail piivatestreets shali:be restored. to VDOT standards with .materials . one and one-half.:(%) times the thickness of the surface disturbed. :Work perforned.:on private property shall be confined to the easements obtained and the, area shall be seeded or sodded. Landscaping, fences or other improvements shall be restored, where:applicabie, to their onginal,condition. The contractorshalt be res nsib a for al restoration necessary Po..... I I on n essa as a. result of his,operations for the:period of. one 0) year following acceptance of the work by the ACSA. L :EROSION ROS( N CONTRO L Prior to beginning any land disturbing activity, equal to or:greater than one acre, the Contractor shall obtain a Virginia - Stormwater Mana gemen t Program (vSMP)Perit from the Albemarle County De ar#menf of Community Development. The Contractor Shall also submit an Erosion -Control Plan to the Albemarle County :Departmentof:CommunityDevetopmentforany construction activity disturbing=in excess, of '10,000 square feet to acquire a Soil Erosion Control Permit. Special precatkion shall be taken: for activities occurring within the drainage basin of any, water supply impoundment. J. ' UTILITIES 1MTHiN'STREETS'OF PLANNED DEVELOPMENTS UtilWesAo, be installed in planned subdivisions may be installed within Streets, subject to approval of.`VDOT, where such streets are to bededicated to. VDOT for:public use. Guidelines have been developed to assist in planning ufilityanstallatione. The following guidelines.are for proposed:utility placement GC -5 within the right-of-way in the Culpeper, District forsubdivision streets: 1. Waterlines wiil:be.atlowed under the pavement.five (5) feet from, the -outside edge of, the pavement or seven (7) feet from the face of curb on: undivided roadways. This guideline will be recognized unless, as determined by VDOT, there are compelling design or safety issues which would demand consideration of ao alternate location. 2. Watedines.greater than:twerity-four (24) Inches:inAiameter under the payerrient.paraile6With the: roadway alignment will be reviewed on a case-by-case basis. 3. Sanitary.manholes and surfacestructures should be located outside. the roadway shoulder and ditch line or beyond the :back, of the roadway curb Connecting lines between manholes will: be: allowed under the pavement around curves and at crossings However, these scenarios will :be minimized by the guidelines herein. Special situations beyond these guidelines will be reviewed on a case - by - case basis. GC -6 153 Cordaviiie Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This 'drawng i I s the property of the above referenced -Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15- PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/15 PERMIT SET R -i 06/02/16 LL/?RE-PERMIT REVIEW SET. os/os/ts BiD SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 L�A- U NC)NAI. F>1 i 714 LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZA[? P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TExas ROADHOUSE HARL C OTTESVILLE VIRGINIA 455 ALBEM�ARLE SQUARE ALBEMARLE COUNTY r. TEXA25 - ROA DH0U5E 17 PROJECT NUMBER 20140710,0 SHEET TITLE!C7N4 CONSTRUCTION DETAILS SHEET NUMBER ........ . .. ... ' : } :.. 10" 4'-6 Y 6 3'-0 4' 3 5'-0. 2 4 4' ' L 4.'BARS 9-"121 IPL '3'-3 s o 5'-9' 2 t/z' 6'-0 7=3 i 1 z' ON CENTER FO 12" .SENDS ,& CONCRETE CLASS "B" C. CHART FOR UPPER SECTION VERTICAL.BLOCKING 'N..QZET STANDARD' 90' HOOK -ON,END OF, ANCHOR: SOLIS TO.FACE.CENTER.OF BLOCKS:, CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG...W=3A CRIMP AND. ROLL END OF COPPER PIPING: T 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL \\\ 24" MIN, SHUT -:OFF CORPORATION STOP TYPICAL. SERVICE TAP ABANDONMENT NTS FIG, W-66 111-11 ti. Adequate structural support for the sewers to prevent excessive deflection "of the joints and ahe settling on and breaking of the waterline; Ill. That the length of. the waterline be. centered at the point of the. crossing so #hat' joints shall: be equidistant and as far as possible from the. sewer. The: length of sewer pipe shall also be centered at: the point of crossing, :so that joints shall be equidistant to qu andas far as possible from the water fine: E. :PIPELINE INSTALLATION UNDER' EXISTING PUBLIC HIGHWAYS 1. "General Work: in public highway rights-of-way- be subject to VDOT approval. A Land Use Permit must :be obtained from the Department Vir inia of Virginia Transportation before beginning the work: Permit requirements are outlined -in the Land Use Permit Manual, Virginia Department :of Transportation, Richmond, Virginia," current revision. No work will be authorized by the ACSA that has not been, approved by VDOT. Specifications of VDOT governing work within public highway rights-of-way shalt govern this work. Where there is a conflict between. the VDOT specifications and these specifications, the more stringent requirement shall apply. Construction. operations in. -public streets, roads, or alleys. Shallbe. confined to as small.a working space as practical,so as not. to ca a ndue inconvenience to Vne public or to adjacent properties. At the time of undertaking the work, Me'contractor snail notify VDOT and the: project engineer twenty-four (24) hours in edya ice of construction. 2. Pipeline Installation Main water distribution lines and sanitarysewer lines under existing Public highways shall be.installed bY oPen rrttin9if approved by VD.O T. If, not approved'they shall be installed by bore and jacking inside with a spiral -welded steel: casing pipe with a minimum thickness of. one-quarter (1114) .inch. The casingpipe shall: extend from curb:to back of curb, or beyondConcrete. Pp or paved ditches; oraminimum of five (5? feet beyond the edge of pavement, Whichever is greater, The steel casing pipe shall be no less than twice the. diameter of the carrier pipe`for waterfnstallations and: no fess than three.times the diameter of the. carrier pipe. for sewer installations...All:carrier pipe installed in steel casings shall be ductile iron and shall-be.supparted with steel casing spacers. For steel; sleeves. under roadways see Part VII, Figure W40, and: Figure $75. GC -3 ASTM 'A36 AN,D'HEx ASn4 A5aB; (TMP) •..• UNDISTURBED. EARTH. - UNDISTURBED. sol/ (TMP). - 3/A":DIA .L-THREAD:.ROD ,:•.e• ViAT'ER MAA c' 24'MIN UNDISTURBED EARrri- FAAU z 1A55 A-3 CONCRETE MIN P•! ••.h>EGA l;UC ac� f fz a a SECTi6;i� - NOTE, I• ALL RODS AND ,FASTENERS SHALL-'BE'GIYEN TWO `COATS OF ASPHALTIC. PAINT AFTER ASSEMBLY.. `. 2. CONTRACTOR $tALLL ENSURE THAT THE.COCLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION -SHOWN. .. - . . 3. -DIMENSIONS SHOWN BEYOND THE TRENCH:_WIDTH ARE ABSOLUTE MINIMUM, IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLA,fI:oIMENSIONS SHALL INCREASE ACCQROINGLY,, QRO�S ANCHOR RESTRAINTS FOR` VALVES, NTS Fig, W-�Q TD- 6 VARIES VALVE BOX TO METER BOX. (SEE FIG. W-8. THRU W -7E), t ARIES 2" COPPER V WATER MAIN M.J: FITTING 2" CORP, STOP 4" DIP 4" PLUG `THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS. NOTES: • GATEVALVE.WILLBE4' UNLESS OTHERWISESPECIFIEDBY:THEACSA;: • SERVICE UNE TO CONNECT ATMAIN WITHX'X4"'TEE. • REFERTO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.. . REFER TO FIG. W-5 FOR THRUST -BLOCK DETAILS AND DEPTH OFCOVIER ONGATE VALVE, • NO CONCRETE SHOULD BE POURED ON:ANY-PART OF: THE RESTRAINIED JOINT. USE PtASTICSHEETING AS PROTECTION FOR BOLTS. USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W -6C TD -12 Bora and 1ackin9 of peQr tonnelin9, u d rave ent shall: be done onlyI Y i ll upon prior written approval ;bythe ACSA, Ifany DIED g S Instad in thisannex.. e m , the contractor shall submit a detailed schedule of (operation, and shall: show the equipment and.the exact.methodto be used. 3. Pavement & Shoulder Replacement The work includes the replacement of all pavement and shoulders removed or damaged b . the contractor the course of construction,ction. All work replaced shall match the existing_ work as nearly as, practicable. Materials to be replaced shall be as required in the •LandWse Permit",..but no less than one and -one-half 1 h times the thickness a cam anent layers removed ( ) m thlckn of the p y and shall be in accordance with the Virginia Department of Transportation Road and Bridge Specifications, latest revision. F. PIPELINE INSTALLATION UNDER. EXISTING RAILROADS Local: railway companies: require permits for any construction within the confines of their right-of-way limits or properties. All requirements relative to design and construction mustibe met prior to approval by the ACSA: Notioe:or verification of meeting such requirements shall be submitted to the ACSA With the construction plans. Mainwater'.and sewer distribution dines under railroads shall be installed and sleeved in accordance with the "AREA Manual for Railway Engineering - Part 5, Pipelines," current revisiom. Approvals by .the railway company involved and the.ACS.A are: necessary, prtior-to. authorization O work to commence. For steel n sleeves under railroads seeo Part VN,Fi ore W 11 and ... 9 Figure S-6: G. BLASTING Blasting, where required, shall be done witlh;care in accordance With all applicable Federal,. State, and local laws; ordinanaces,: rules and regulations of the authorities having jurisdiction and -by skilled eand expenencediblasters. A' blasting permit must 1e obtained. from the Aibemarie Cou' nty Department of Fire. & Rescue .prior to commencing the work. AM Federal, State, and local regulations governing consituction safety shall be adhered to and any violation of such regulations shall be deemed` the sole rwsponsibiliiy of the contractor. and/or developer. Proper notification. shall be givern:to the:ACSA and the public prior to the commencement of giastiog operatioons. Blasting. on Saturdays, Sundays, and holidays will be permitted -only witIn written permission from the ACSA. Precautions shall be taken to prevent injuny to.persons and damage: to property. No blasting shall be .done within kWenty--five (25)= feet: of any completed work ;or adjacent:to any. other strictures unless proper;precautions aretaken. Ends of utility lines adjacent to the blassting arewshail be covered to GC -4 FINISHED GRADE -ITI= n ---n 1=1T rT. ,D r--1Tl _i R=� r=lTl-7 rr TRENCH. o' REDUCER �eQ -2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED -f^-- ------^------- NCISTURBED-SOI4 18" MR PROFILE VIEW UNDISTURBED SOIL - EDGE '' 24" MR --- OF TRENCH_-_--�_� - ° REDUCER 8, MR d � a" 14 :tea 2,500 P.S.I. CONCRETE THRUST BLOCK ---- I-' {4. eMIR _--._..-..-._----.- -7 .:.p. J - UNDISTURBED SOIL - EDGE �- - - - - - - OF TRENCH e"' 247 MR NOTES:. PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED. ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' 'MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH,: OR AS APPROVED BY THE ACSA.. • 3' MINIMUM: VERTICAL PENETRATION' INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER: THRUST BLOCK NTS FiG, W -3D TO -7 COVER LIFT NOTCH 14 1/2' /2^ 12 3/8" 1z 1 WATER CAST IRON LID 18" METER BOX z 1 2 . ti 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8''-1" METERS) NTS FIG. W-7 TO -13 avoid d debris and d dams e. Whenever blasting will ie undertaken in the vicinityitY of an existing utility; 4 shalt..onty be done with direct "onsite" supervision. -of the: ACSA Any damage as. a result of blasting operations shall be the sole. responsibility of the contractor and/or developer. H. RESTORATION The Contractor shall restore all surfaces disturbed by his operations to a. condition at least :equal to that which existed prior to ,commencement of the work. Restoration work shalt' be commenced Immediately following the completion of the work on: any section of the project: AIG drainage structures: shall be restored using likematenals and details. All ditches :shall, be restored.to the, prior existing grade and cross section. All pavement, Walks, curbs, gutters, and entrances removed or damaged by the Contractor shall bere placed_ to equal or better condition.; All,public streets; roads, and highways shall:be restored as required by VDOT. Ail piivatestreets shali:be restored. to VDOT standards with .materials . one and one-half.:(%) times the thickness of the surface disturbed. :Work perforned.:on private property shall be confined to the easements obtained and the, area shall be seeded or sodded. Landscaping, fences or other improvements shall be restored, where:applicabie, to their onginal,condition. The contractorshalt be res nsib a for al restoration necessary Po..... I I on n essa as a. result of his,operations for the:period of. one 0) year following acceptance of the work by the ACSA. L :EROSION ROS( N CONTRO L Prior to beginning any land disturbing activity, equal to or:greater than one acre, the Contractor shall obtain a Virginia - Stormwater Mana gemen t Program (vSMP)Perit from the Albemarle County De ar#menf of Community Development. The Contractor Shall also submit an Erosion -Control Plan to the Albemarle County :Departmentof:CommunityDevetopmentforany construction activity disturbing=in excess, of '10,000 square feet to acquire a Soil Erosion Control Permit. Special precatkion shall be taken: for activities occurring within the drainage basin of any, water supply impoundment. J. ' UTILITIES 1MTHiN'STREETS'OF PLANNED DEVELOPMENTS UtilWesAo, be installed in planned subdivisions may be installed within Streets, subject to approval of.`VDOT, where such streets are to bededicated to. VDOT for:public use. Guidelines have been developed to assist in planning ufilityanstallatione. The following guidelines.are for proposed:utility placement GC -5 within the right-of-way in the Culpeper, District forsubdivision streets: 1. Waterlines wiil:be.atlowed under the pavement.five (5) feet from, the -outside edge of, the pavement or seven (7) feet from the face of curb on: undivided roadways. This guideline will be recognized unless, as determined by VDOT, there are compelling design or safety issues which would demand consideration of ao alternate location. 2. Watedines.greater than:twerity-four (24) Inches:inAiameter under the payerrient.paraile6With the: roadway alignment will be reviewed on a case-by-case basis. 3. Sanitary.manholes and surfacestructures should be located outside. the roadway shoulder and ditch line or beyond the :back, of the roadway curb Connecting lines between manholes will: be: allowed under the pavement around curves and at crossings However, these scenarios will :be minimized by the guidelines herein. Special situations beyond these guidelines will be reviewed on a case - by - case basis. GC -6 153 Cordaviiie Road, Suite 210 Southborough, MA 01772 t: 508 229 0032 COPYRIGHT NOTICE This 'drawng i I s the property of the above referenced -Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 07/02/15- PERMIT SET 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 05/11/16 COORDINATION SET 05/27/15 PERMIT SET R -i 06/02/16 LL/?RE-PERMIT REVIEW SET. os/os/ts BiD SET 07/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 L�A- U NC)NAI. F>1 i 714 LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZA[? P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY KYLE PITZ. PROJECT NAME TExas ROADHOUSE HARL C OTTESVILLE VIRGINIA 455 ALBEM�ARLE SQUARE ALBEMARLE COUNTY r. TEXA25 - ROA DH0U5E 17 PROJECT NUMBER 20140710,0 SHEET TITLE!C7N4 CONSTRUCTION DETAILS SHEET NUMBER S 0 'I \ h • f i € .......... \< •l / yc% Mic '_, ,,irii aa/a, iia/ oart.. c�i p, , y...._ aaa x:r� " .a/ar Baa iai,/an iz /ai /';� e E ;w;' E p_ '.-..... .. t i - 10) RAGCA(1) �. I °� ° H ri,. �.�:::la -�,ui i �/a/ ae, raiiai , ;r../.ria/ax e� ter, t�.� ua >�a//i �o�, . „/ i� /G/.eiG. //a/� �"///./� d�/////// ,...:;/ G.,i� %b////L$ �CS/a S✓/6/ria �:%�, �%i� Q �7, ,✓ � ,,, cG., z^ j///'�h.'• i s I _ w 1 1 I ..: .... \` // < ° ./ ,\\_ /l �° .°\<, •ll � >°\\ it � • • •/ E I E c f . O ° € • - i ,JJ vv II \ I\ I , • i ° \ M , \ _,, 11 E — I °�nnnn�°c �• I I' ;x� ; a (3)JW (4)JB (3)JW p I I i `�I I I JJ'uV011 '44 n 8 Q y��Mn��`cc \\ • I I ,...,€ I I a ?' I' ..?i I I I IB Q 1 PO-,qxI uV i c i \11An10 `` I I ' , ,I 71 T CV A IC E L — \17 '74 A A -\J Y V 7)A[) i //1 P�5 �- (15) FG E EXISTING TRANSFORMER z TO REMAIN 1 . .... ... ir. t .3 ... ..... ... LANDSCAPE CALCULATIONS: REQUIRED: PROVIDED: STREET TREES SEMINOLE TRAIL/ 6 LARGE TREES 2 LARGE TREES ENTRANCE CORRIDOR (211 LF/35=6.03) 5 MEDIUM TREES 5 MEDIUM TREES (211 LF/40=5.28) 5 FLOWERING ORNAMENTAL TREES 3 FLOWERING ORNAMENTAL TREES (TREES SHOULD BE INTERSPERSED AMONG THE LARGE SHADE TREES REQUIRED) ALBEMARLE SQURE 3 LARGE TREES 0 LARGE TREE* (147 LF/50=2.94) 4 MEDIUM TREES 0 MEDIUM TREES* (147 LF/40= 3.67) *TREES MAY NOT BE PLACED DIRECTLY OVER UNDERGROUND FACILITY PER EMAIL FROM DAVE COVINGTON [DATED 08/19/15 PARKING AREA LANDSCAPE AREA TREES FOUNDATION LANDSCAPING TREE CANOPY COVERAGE SHRUBS ALONG PUBLIC STREES SEMINOLE TRAIL ALBEMARLE SQUARE REQUIRED: 5% OR 464 SF (9,274)(.05)=463.70 SF 4 MEDIUM TREES (33 PARKING SPACES/10=3.3) YES 10% OR 5,920 (59,200)(.10)=5,920 YES YES PROVIDED: 9% OR 848 SF (848/9,274)=.0914 1 MEDIUM TREE, 3 LARGE TREE YES 14% OR 8,408 (8,408/59,200=.1420) YES YES NORTH BGM (15) 1 NJ 0 10 20 30 feet 7"LrLr7--7�7 SCALE: 1 " = 10' LOCATION MAP REFERENCE NOTES SCHEDULE G�'11�1 ���L:L+Yy:�li�[�7► 3" DEPTH CEDAR MULCH ON WEED BARRIER IN ALL ISLANDS TYPICAL UNLESS OTHERWISE NOTED ON PLAN. INSTALL RIVER ROCK 5"-7" LENGTH ON WEED BARRIER IN PLANT BEDS ADJACENT TO BUILDING FOUNDATION AND WHERE INDICATED ON PLAN. RIVER ROCK TO BE "HAND -PLACED" AROUND ALL SHRUBS SO AS NOT TO DAMAGE MATERIAL. INSTALL NEAR FLUSH TO TOP OF SIDEWALK. SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS BLEND COMMON TO LOCALITY. 3", SCHEDULE 40 PVC IRRIGATION SLEEVE ANY DAMAGE TO ADJACENT PROPERTY OR AREAS OF WORK BY OTHERS IS TO BE REPAIRED TO ITS ORIGINAL CONDITION WITH NO ADDITIONAL COST TO OWNER. CULTIVATED BEDLINE 4" DEPTH. FULL SITE TO BE IRRIGATED. PLANT SCHEDULE GreenberUFarrow CoA#: 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and Is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE 08/31/16 LANDSCAPE REVISIONS LARGE STREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. PROFESSIONA'rL+ `SEAL OGP 1 Ginkgo biloba'Princeton Sentry' Princeton Sentry Ginkgo B & B 2.5"Cal 14 4 •9.,+& ,;;g PO 4 Platanus occidentalis American Sycamore B & B 2.5"Cal 1253 MEDIIUM STREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. 0 AA 4 Acer rubrum'Autumn Flame` Autumn Flame Maple B & B 3.5"Cal 177 cat ilk pp&& > �Ji) ,mac C1es� V CA t Celtis laevigata'AII Seasons' Sugar Hackberry B & B 2.5"Cal 397 i_ r .• SP 1 Sophofajaponica'Princeton Upright' Princeton Upright Scholartree B & B 2.5"Cal 302 3PE .' ORNAMENTAL TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. CO 3 Cercis canadensis'Oklahoma' Oklahoma Redbud B & B 6'-8' HT. MIN. 124 08-31-16 SHRUBS CODE QTY BOTANICAL NAME COMMONNAME CONT HEIGHT SPREAD PROFESSIONAL IN CHARGE AD 30 Abelia x grandiflora'Dwarf Dwarf Abelia Cont. 18"-24" Ht. PROFESSIONAL LANDSCAPE ARCHITECT BGM 56 BuuxCus4x`GreenMountain' Boxwood Cont. 24"-36" Ht. z LICENSE N0. Ira:.`wy CB 6 Caryopterisxclandonensis'LongwoodBlue' Blue Mist Shrub Cont. 24"Ht. Min. PROJECT MANAGER TCC: 10 { .• ; FG 38 Fothergilla gardenii Dwarf Fothergilla Cont. 24" Ht. Min. �ty„+7 TCC: 3 QUALITY CONTROL IB 4 Ilex meserveae'Blue Princess' TM Blue Princess Holly Cont. 4'-6' Ht. TCC: 23 `-]_.'PiF`J POA1ES 31 Juniperus chinerisis'Blue Point' Blue Point Juniper Cont. 36" Ht. Min. DRAWN BY' TCC: 11 . ' JW 21 Juniperus scopulomm'Wichita Blue' Wichita Blue Juniper B & B 7' Min. Ht. V TCC: 1 t PN 17 Picea abies `Nidiformis' Nest Spruce Cont. 24"-30" Ht. Min. PROJECT NAME Tee: 9 TEXAS O RAG 10 Rhus aromatica'Gro-Low Gro -Low Fragrant Sumac Cont. 24" Ht. Min. z ROADHOUSE POA 3,696 sf Seed Kentucky 31 Tall Fescue and Bluegrass seed SHRUB HEIGHT MEASUREMENTS ARE TO BE AS CHARLIOTTESVILLE MEASURED FROM TOP OF ROOTBALL (TYP.) VA GENERAL NOTES: 455 ALBEMARLE SQUARE 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. ALBEMARLE COUNTY 2. CONTRACTOR TO REPAIR AND REPLACE ANY PLANT MATERIAL DAMAGED BY THIS CONSTRUCTION OUTSIDE PROJECT LIMITS. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO OWNER OR TENANT. 3. TWO MEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR APPRCOVAL. IF REQUESTED, BY THE OWNER„ THE LANDSCAPE ARCHITECT WILL TAG THE MATERIAL. 4. EACH PHOTO SHALL CLEARLY SHOW THE SIZE, FORM, AND BRANCHING STRUCTURE AND QUALITY OF THE PLANT. 5. EACH PHOTO SHALL HAVE THE PLANT NAME, SIZE AND SPECIFICATIONS LABELED ON THE PHOTO. — TEXAS.-- 6. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. ROADHOUSE 7. NO PARTIAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL. 8. SAMPLES OF RIVER ROCK COBBLESTONE ARE TO BE PROVIDED TO OWNER/TENANT FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTTRUCTION. NO COBBLESTONE IS TO BE INSTALLED WITHOUT PRIOR APPROVAL FROM TEXAS ROADHOUSE. 9. CONTWACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. LANDSCAPE IRRIGATION TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS). SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO PROJECT NUMBER NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. %01 4071 10.0 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SHEET TITLE MAINTENANCE OF LANDSCAPING: THE OWNER, TENANT, OR AGENT, IF ANY, SHALL BE RESPONSIBLE FOR PROVIDING, PROTECTING AND MAINTAINING ALL LANDSCAPING IN HEALTHY GROWING CONDITIONS, REPLACING IT WHEN NECESSARY TO ENSURE CONTINUOUS CONFORMANCE WITH THESE GUIDELINES AND KEEPING IT FREE FROM REFUSE AND DEBRIS. MAINTENANCE SHALL INCLUDE THE REPLACEMENT OF ALL DEAD PLANT MATERIAL WITHIN THE GUARANTEED CONTRACT PERIOD. LANDSCAPE PLAN SHEET NUMBER L I ■ 0 CUT AWAY ALL PLASTII COVERINGS AND ALL P CORD, PRUNE OUT ENOUGH WHOLE .BRAN TO REDUCE FOLIAGE I 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES 2" PRESSURE TREATE LODGEPOLE STAKES (OR EQUAL) CROWN OF ROOTBALL BE 1"-2" ABOVE TOF OF FINISH GRADE. CUT BURLAP FROM U 1/2 OF ROOTBALL. 2X DIAMETER OF ROOTBALL TREE PLANTING DETAIL NOT TO SCALE HOSE GUARD- NEW/"�""""�� RUBBER OR PLASTIC ONE COLOR. CUT AWAY ALL PLAS COVERINGS AND ALL CORD TURNBUCKLES 6" G, ON CADMIUM PLATE( FITTED WITH SCREW€ GUYING CABLES MIN 5 STRAND STEEL Ci 3 PER TREE. CEDAR STAKE 2"X2' CUT BURLAP FROM UPPER 1/2 OF RO( 1A ulANm I m ur R V I ONLL NOTE: PLANTING BEDS AROUND TOP OF ROOTBALL TEXAS ROADHOUSE BUILDING TO TO MATCH FINISH HAVE 4"-6" LENGTH GRADE WITHIN 1 " COBBLESTONE HAND PLACED AROUND ALL SHRUBS. INSTALL 3" DEPTH MULCH ON WEED BARRIER. SHREDDED BARK MULCH 4" SOIL SAUCER PLANTING MIX UNDISTURBED SOIL 2XMOF WOMMI TREE WRAP 4 SHRUB PLANTING DETAIL - F ROOTBALL NOT TO SCALE 329333.16-01 TCH FINISH (. WITHIN 1" �\ Z GROUNDCOVER TO BE PLANTED _PTH MULCH ON EQUIDISTANT TRIANGULAR SOIL SAUCER �\,� � A GRID l - LANTING MIX **SEE PLAN FOR REQUIRED SPACING SPACING "D" ROW WIDTH "A" N0. OF PLANTS/SF •URBED SOIL 6" O.C. 5.20" 4.61 8" O.C. 6.93" 2.60 10" O.C. 8.66" 1.66 12" O.C. 10.44" 1.15 15" O.C. 13.00" .738 18" O.C. 15.60" .512 24" O.C. 20.80" .330 GROUNDCOVER PLANTING DETAIL 329343.39-01 OF ROOTBALL IATCH FINISH IE WITHIN 1" )EPTH MULCH SOIL SAUCER PLANTING MIX 3TURBED SOIL EVERGREEN TREE PLANTING DETAIL 329343.46-01 CUT AWAY ALL PLASTIC - COVERINGS AND ALL NYLON CORD, PRUNE OUT ENOUGH WHOLE BRANCHING TO REDUCE FOLIAGE BY 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES 2" PRESSURE TREATED - LODGEPOLE STAKES (OR EQUAL) PLANT PIT TO BE TIMES DIAMETER OF ROOTBALL AND MUST BE 50% BUILT OUT ON SLOPE - CROWN OF ROOTBALL TO BE 1 "-2" ABOVE TOP OF FINISH GRADE. CUT BURLAP FROM UPPER 1/2 OF ROOTBALL. 6- MIN, TREE PLANTING DETAIL (SLOPE) NOT TO SCALE TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" -3" DEPTH MULCH -4" SOIL SAUCER PLANTING MIX NATIVE SOIL COMPACTED TO CONTAIN 50% OF ROOTBALL BUILT OUTON SLOPE NOT TO SCALE r r_nr� DECIDUOUS TREE -SEE TREE PLANTING DETAIL MULCH OR GROUND. COVER - SEE LANDSCAPE PLAN DECIDUOUS TREE -SEE TREE PLANTING DETAIL �-- CROWN ISLANDS 6" ABOVE TOP OF CURB FOR POSITIVE DRAINAGE. ASPHALT PAVING --CONCRETE CURB . . • . . BACKFILL WITH CLEAN FRIABLE TOPSOIL SECTION COMPACTED SUBSOIL (SCARIFY) 30" EXCAVATION OF SUBGRADE TYPICAL ISLAND PLANTING DETAIL NOT TO SCALE 3' MIN. 329343.69-01 4' HIGH SAFETY FENCE WHEN PROPOSED WALKS, CURBS OR. BUILDINGS ENCROACH ON TREE DRIP LINES, INSTALL FENCING 3' BACK OF PROPOSED STRUCTURE, OTHERWISE ENCIRCLE ENTIRE DRIP LINE TREE PROTECTION DETAIL NOT TO SCALE STING TREE VCE TO BE OUTSIDE OF IP LINE OF TREES HIGH SAFETY FENCE WITH 14" REROD 8' O.C. (ISTING GRADE 3' DEPTH 329343.67-� 1 1. INSTALL 5"-7" LENGTH RIVER ROCK COBBLE, ON WEED BARRIER. 2. HAND -PLACE COBBLE AROUND PLANT MATERIAL TO AVOID DAMAGE. 3. INSTALL NEAR FLUSH WITH TOP OF SIDEWALK. DO NOT CREATE "BIRDBATHS" BY TRAPPING WATER AROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS a a ° a." d COMPACTED SUB -GRADE, SEE CIVIL ENGINEERING PLANS SEE SHRUB PLANTING DETAIL 5"-7" LENGTH RIVER ROCK COBBLE DETAIL 1 1/2" = 1'-0" 321313.13-11 NOTES: LANDSCAPE PLANTING 1. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE CONDITIONS AND VERIFY THEM TO HIS SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE CONDITIONS AND DO THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN. 2. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. SHOULD THE LANDSCAPE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES HE SHALL MAKE NECESSARY REPAIRS AS QUICKLY AS POSSIBLE WITHOUT ADDITIONAL COMPENSATION. 3. ALL PLANT MATERIAL SIZES AND MEASUREMENTS, INCLUDING TRUNK, HEAD, AND SPREAD SIZES, CONTAINER AND ROOTBALL SIZES, QUALITY AND CONDITION SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" (ANS1160.1). 4. ALL PLANT MATERIAL ARE SUBJECT TO THE APPROVAL BY THE OWNER, AND MAY BE INSPECTED AT THE PLACE OF GROWTH OR ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL WHICH IS. NOT TO HIS SATISFACTION. 5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING WORK (INCLUDING WATERING, SPRAYING FOR INSECTS AND DISEASE, MULCHING, MOWING, FERTILIZING, CULTIVATING, EDGING AND WEEDING) FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. 6. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK AND MATERIALS FOR A PERIOD OF ONE (1) FULL YEAR FROM THE DATE THE WORK HAS BEEN APPROVED BY THE OWNER AS INSTALLED. ALL PLANT MATERIAL NOT HEALTHY GROWING CONDITION SHALL BE REMOVED IMMEDIATELY AND REPLACED AS SOON AS POSSIBLE WITH LIKE KIND AND SIZE AT NO CHARGE TO THE OWNER. 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOIL SAMPLES FROM SOIL AND NATIVE OR FILL SOILS AT THE SITE AND SUBMITTING THEM TO AN APPROVED SOIL TESTING LABORATORY, AND OBTAIN ANALYSES AND RECOMMENDATIONS FOR AMENDING THESE SOILS AND FERTILIZATION OF SPECIFIED PLANT MiNTERIAL AT A MINIMUM ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12 LBS. /1000 SF OF 10-10-10 FERTILIZER. 8. ALL. PLANTING AREAS, SHRUB BEDS AND TREES SHALL BE MULCHED WITH A MINIMUM COMPACTED DEPTH OF THREE (3) INCHES OF MULCH AS SPECIFIED. PRIOR TO MULCHING APPLY A PRE -EMERGENT HERBICIDE (APPROVED BY OWNER) AS RECOMMENDED BY THE MANUFACTURER, TO PREVENT RECURRING WEED AND GRASS GROWTH. 9. PLANT BEDS ADJACENT TO TEXAS ROADHOUSE BUILDING ARE TO HAVE 5-7" LENGTH COBBLESTONE INSTALLED ON WEED BARRIER. STONES TO BE HAND PLACED SO AS NOT TO DAMAGE PLANT MATERIAL DURING INSTALLATION. 10. CONTRACTOR IS TO TAKE SPECIAL CARE WHEN INSTALLING NEW PLANT MATERIAL SO AS NOT TO DISTURB ANY ECISTING PLANTINGS DESIGNATED TO REMAIN. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COST TO OWNER. TURF AND LAWNS 11. TALL DISTURBED AREAS SHALL RECEIVE 4" MINIMUM OF TOPSOIL (COMPACTED) AND GRASSED WITH SOD OR SEED AS INDICATED ON PLAN. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH OTHER TRADES REGARDING FINISH GRADING. IF AVAILABLE CONTRACTOR IS TO USE STOCKPILED TOPSOIL ONSITE. IF NOT AVAILABLE THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR IMPORTING THE TOPSOIL NECESSARY TO MEET FINISH GRADE. 12. TOPSOIL, SHALL BE FERTILE, FRIABLE AND REPRESENTATIVE OF LOCAL PRODUCTIVE SOIL, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH AND FREE OF CLAY LUMPS, SUBSOIL, NOXIOUS WEEDS OR OTHER FOREIGN MATTER SUCH AS STONES, ROOTS, STICKS AND OTHER EXTRANEOUS MATERIALS: NOT FROZEN OR MUDDY. PH OF TOPSOIL TO RANGE BETWEEN 5.5 AND 7.5. 13. SODDED AREAS SHALL BE GRASSED KENTUCKY BLUEGRASS SOD. SOD SHALL BE LAID WITH CLOSE, TIGHT FITTING JOINTS, WHICH SHALL BE LAID IN ROWS PARALLEL TO THE CONTOUR LINES. ALL SODDED AREAS SHALL BE ROLLED TO ACHIEVE A SMOOTH, UNIFORM LAWN. 14, SEEDED AREAS SHALL BE GRASSED WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS AT A RATE OF (51) POUNDS PER 1000 SQ. FT. OF GRASSED AREA. SEED MAY BE APPLIED EITHER BY A MECHANICAL SPREADER OR HYRDROSEEDING. WHICHEVER METHOD IS CHOSEN A THICK STAND OF GRASS SHALL BE ACHIEVED WITHIN 21 DAYS OR A SECOND OVERSEEDING WILL BE REQUIRED, 15. FERTILIZATION AND SOIL AMENDMENTS FOR ALL GRASSED AREAS SHALL BE AS PER LABORATORY ANALYSIS. HYDROSEEDING MAY BE SUBSTITUTED FOR MECHANICAL SEEDING BY MIXING SEED, FERTILIZER AND PULVERIZED MULCH IN WATER, USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION, MIX UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULIC APPLICATION. APPLY UNIFORMLY AT A RATE AS REQUIRED TO OBTAIN SPECIFIED SEEDING RATE. 16. ANY EXISTING LAWN AREA DISTURBED BY CONSTRUCTION IS TO BE REPAIRED TO ITS ORIGINAL CONDITION BY SEEDING. TREES AND SHRUBS 17. ALL TREES LOCATED IN GRASSED AREAS SHALL BE PLANTED AS PER DETAIL AND MULCHED WITH AT LEAST FOUR (4) FOOT DIAMETER OF SHREDDED BARK MULCH, TO A MINIMUM 3" DEPTH. 18. SHRUB BEDS SHALL BE MOUNDED WITH TOPSOIL A MINIMUM OF 6" ABOVE TOP OF CURB AND SHALL BE MULCHED WITH A 3" DEPTH OF SHREDDED BARK MULCH. 19. TREES SHALL BE PLANTED NO CLOSER THAN FIVE (5) FEET FROM BACK OF SIDEWALK OR BUILDING SITRUCTURE. 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 21. AILL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. AILL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. AILL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HIEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Oreenherghrrow CoA#: 153 Cordaville Road, Suite 210 Southborough, MAO 1722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE PROFESSIONAL SEAL 0400, 10 VA Cat Na 1859 %oZi4fS AV - 08 -31-16 PROFESSIONAL IN CHARGE JOSEPH VAUGHN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAH DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 201 4071 0.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER CUT AWAY ALL PLASTI COVERINGS AND ALL I CORD, PRUNE OUT ENOUGH WHOLE .BRAN TO REDUCE FOLIAGE I 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES 2" PRESSURE TREATE LODGEPOLE STAKES (OR EQUAL) CROWN OF ROOTBALL BE 1"-2" ABOVE TOP OF FINISH GRADE. CUT BURLAP FROM U 1/2 OF ROOTBALL. 2X DIAMETER OF ROOTBALL TREE PLANTING DETAIL NOT TO SCALE HOSE GUARD-NEW/REINFORCED RUBBER OR PLASTIC HOSE -ALL ONE COLOR. CUT AWAY ALL PLASTIC COVERINGS AND ALL NYLON CORD TURNBUCKLES 6" GALVANIZED - ON CADMIUM PLATED STEEL FITTED WITH SCREWEYES. GUYING CABLES MINIMUM-,, 5 STRAND STEEL CABLE 3 PER TREE. CEDAR STAKE 2"X2"X3'--\ CUT BURLAP FROM UPPER 1/2 OF ROOBALL 6" 2X DIAMETER OF EVERGREEN TREE PLANTING DETAIL 1" = 1" CUT AWAY ALL PLASTIC COVERINGS AND ALL NYLON CORD, PRUNE OUT ENOUGH WHOLE BRANCHING TO REDUCE FOLIAGE BY 1/5 (NOT END TIPS) TREE TIES (4 REQ'D) CINCH TIES 12" APART NAILED TO STAKES 2" PRESSURE TREATED- LODGEPOLE STAKES (OR EQUAL) PLANT PIT TO BE TIMES DIAMETER OF ROOTBALL AND MUST BE 50% BUILT OUT ON SLOPE - CROWN OF ROOTBALL TO BE 1 "-2" ABOVE TOP OF FINISH GRADE. CUT BURLAP FROM UPPER 1/2 OF ROOTBALL. 6' MIN. � TREE PLANTING DETAIL (SLOPE) NOT TO SCALE TREE WRAP F ROOTBALL TCH FINISH WITHIN 1" :PTH MULCH OIL SAUCER LANTING MIX URBED SOIL 329343.39-01 TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" -3 DEPTH MULCH -4" SOIL SAUCER PLANTING MIX UNDISTURBED SOIL 329343.46-01 li��i�'►�1�T'r' TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" -3" DEPTH MULCH -4" SOIL SAUCER ---PLANTING MIX NATIVE SOIL COMPACTED TO CONTAIN 50% OF ROOTBALL BUILT OUTON SLOPE 329343.39-02 NOTE: PLANTING BEDS AROUND TOP OF ROOTBALL TEXAS ROADHOUSE BUILDING TO TO MATCH FINISH HAVE 4"-6" LENGTH GRADE WITHIN 1" COBBLESTONE HAND PLACED AROUND ALL SHRUBS. INSTALL 3" DEPTH MULCH ON WEED BARRIER. SHREDDED BARK MULCH 4" SOIL SAUCER PLANTING MIX UNDISTURBED SOIL 2XMOF NMI SHRUB PLANTING DETAIL NOT TO SCALE 329333.16-01 AZ\8-/' �f ON EQUIDISTANT TO 8E PLANTED ON EQUIDISTANT TRIANGULAR GRID I L-nr• DECIDUOUS TREE -SEE TREE PLANTING DETAIL MULCH OR GROUND COVER - SEE LANDSCAPE PLAN DECIDUOUS TREE -SEE TREE PLANTING DETAIL -- CROWN ISLANDS 6" ABOVE TOP OF CURB FOR POSITIVE DRAINAGE. -ASPHALT PAVING �-CONCRETE CURB BACKFILL WITH CLEAN FRIABLE TOPSOIL SECTION COMPACTED SUBSOIL (SCARIFY) 30" EXCAVATION OF SUBGRADE TYPICAL ISLAND PLANTING DETAIL NOT TO SCALE 3' MIN. I 329343.69-01 4' HIGH SAFETY FENCE WHEN PROPOSED WALKS, CURBS OR BUILDINGS ENCROACH ON TREE DRIP LINES, INSTALL FENCING 3' BACK OF PROPOSED STRUCTURE, OTHERWISE ENCIRCLE ENTIRE DRIP LINE TREE PROTECTION DETAIL NOT TO SCALE STING TREE VCE TO BE OUTSIDE OF IP LINE OF TREES HIGH SAFETY FENCE WITH 14" REROD 8' O.C. (ISTING GRADE 3' DEPTH 329343.67-01 1. INSTALL 5"-7" LENGTH RIVER ROCK COBBLE, ON WEED BARRIER. 2. HAND -PLACE COBBLE AROUND PLANT MATERIAL TO AVOID DAMAGE. 3. INSTALL NEAR FLUSH WITH TOP OF SIDEWALK. DO NOT CREATE ABIRDBATHS BY TRAPPING WATER ROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS a • 4 a a : COMPACTED SUB -GRADE, SEE CIVIL ENGINEERING PLANS SEE SHRUB PLANTING DETAIL 5"-7" LENGTH RIVER ROCK COBBLE DETAIL 1 1/2" = 1'-0" 321313.13-11 Oreenherghrrew NOTES: CoA#: 153 Cordaville Road, Suite 210 Southborough, MAO 1722 LANDSCAPE PLANTING t: 508 229 0032 1. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE CONDITIONS AND VERIFY THEM TO PROJECT TEAM HIS SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE CONDITIONS AND DO THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN. 2. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILCfIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. SHOULD THE LANDSCAPE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES HE SHALL MAKE NECESSARY REPAIRS AS QUICKLY AS POSSIBLE WITHOUT ADDITIONAL COMPENSATION. 3. ALL PLANT MATERIAL SIZES AND MEASUREMENTS, INCLUDING TRUNK, HEAD, AND SPREAD SIZES, CONTAINER AND ROOTBALL SIZES, QUALITY AND CONDITION SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" (ANS1160.1). 4. ALL PLANT MATERIAL ARE SUBJECT TO THE APPROVAL BY THE OWNER, AND MAY BE INSPECTED AT THE PLACE OF GROWTH OR ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL WHICH IS . NOT TO HIS SATISFACTION. 5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING COPYRIGHT NOTICE WORK (INCLUDING WATERING, SPRAYING FOR INSECTS AND DISEASE, MULCHING, MOWING, FERTILIZING, This drawing is the property of the above refCULTIVATING, EDGING AND WEEDING) FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. for any encedpurpfoseonal otherdthan be specificd project and site named herein, and cannot 6. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK AND ex reproduced in any manner without the express written permission from the Professional MATERIALS FOR A PERIOD OF ONE (1) FULL YEAR FROM THE DATE THE WORK HAS BEEN APPROVED BY THE OWNER AS INSTALLED. ALL PLANT MATERIAL NOT HEALTHY GROWING CONDITION SHALL BE REMOVED IMMEDIATELY ISSUE/REVISION RECORD AND REPLACED AS SOON AS POSSIBLE WITH LIKE KIND AND SIZE AT NO CHARGE TO THE OWNER. DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOIL SAMPLES FROM SOIL AND NATIVE 12/31/15 ARB RESUBMITTAL OR FILL SOILS AT THE SITE AND SUBMITTING THEM TO AN APPROVED SOIL TESTING LABORATORY, AND OBTAIN 01/22/16 ARB RESUBMITTAL ANALYSES AND RECOMMENDATIONS FOR AMENDING THESE SOILS AND FERTILIZATION OF SPECIFIED PLANT 03/25/16 PERMIT SET MATERIAL AT A MINIMUM ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12 LBS. /1000 SF OF 10-10-10 04/06/16 ARB RESUBMITTAL FERTILIZER. 05/11/16 COORDINATION SET 8. ALL PLANTING AREAS, SHRUB BEDS AND TREES SHALL BE MULCHED WITH A MINIMUM COMPACTED DEPTH OF 05/27/16 PERMIT SET R-1 THREE (3) INCHES OF MULCH AS SPECIFIED. PRIOR TO MULCHING APPLY A PRE -EMERGENT HERBICIDE 06/06/16 BID SET (APPROVED BY OWNER) AS RECOMMENDED BY THE MANUFACTURER, TO PREVENT RECURRING WEED AND GRASS 06/22/16 LANDSCAPE REVISION GROWTH. 07/22/16 LANDLORD RESPONSE 9. PLANT BEDS ADJACENT TO TEXAS ROADHOUSE BUILDING ARE TO HAVE 5-7" LENGTH COBBLESTONE INSTALLED ON WEED BARRIER. STONES TO BE HAND PLACED SO AS NOT TO DAMAGE PLANT MATERIAL DURING INSTALLATION. 10. CONTRACTOR IS TO TAKE SPECIAL CARE WHEN INSTALLING NEW PLANT MATERIAL SO AS NOT TO DISTURB ANY E)CISTING PLANTINGS DESIGNATED TO REMAIN. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COST TO OWNER. TURF ANO LAWNS 11. TALL DISTURBED AREAS SHALL RECEIVE 4" MINIMUM OF TOPSOIL (COMPACTE=D) AND GRASSED WITH SOD OR SEED PROFESSIONAL SEAL AS INDICATED ON PLAN. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH OTHER TRADES REGARDING FINISH GRADING. IF AVAILABLE CONTRACTOR IS TO USE STOCKPILED TOPSOIL ONSITE. IF NOT T. AVAILABLE THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR IMPORTING THE TOPSOIL NECESSARY TO MEET FINISH GRADE. lot GEX 12. TOPSOIL, SHALL BE FERTILE, FRIABLE AND REPRESENTATIVE OF LOCAL PRODUCTIVE SOIL, CAPABLE OF' A SUSTAINING VIGOROUS PLANT GROWTH AND FREE OF CLAY LUMPS, SUBSOIL, NOXIOUS WEEDS OR OTHER Cut Na law FOREIGN MATTER SUCH AS STONES, ROOTS, STICKS AND OTHER EXTRANEOUS MATERIALS: NOT FROZEN OR MUDDY. PH OF TOPSOIL TO RANGE BETWEEN 5.5 AND 7.5. 13. SODDED AREAS SHALL BE GRASSED KENTUCKY BLUEGRASS SOD. SOD SHALL BE LAID WITH CLOSE, TIGHT FITTING 11*40,04 JOINTS, WHICH SHALL BE LAID IN ROWS PARALLEL TO THE CONTOUR LINES. ALL SODDED AREAS SHALL BE 08-31-16 ROLLED TO ACHIEVE A SMOOTH, UNIFORM LAWN. PROFESSIONAL IN CHARGE 14. SEEDED AREAS SHALL BE GRASSED WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS AT A RATE OF JOSEPH VAUGHN (51) POUNDS PER 1000 SQ. FT. OF GRASSED AREA. SEED MAY BE APPLIED EITHER BY A MECHANICAL PROFESSIONAL LANDSCAPE ARCHITECT SPREADER OR HYRDROSEEDING. WHICHEVER METHOD IS CHOSEN A THICK STAND OF LICENSE N0. 1859 GRASS SHALL BE ACHIEVED WITHIN 21 DAYS OR A SECOND OVERSEEDING WILL BE REQUIRE=D, PROJECT MANAGER ANDRE PIMENTEL 15. FERTILIZATION AND SOIL AMENDMENTS FOR ALL GRASSED AREAS SHALL BE AS PER LABORATORY ANALYSIS. QUALITY CONTROL HYDROSEEDING MAY BE SUBSTITUTED FOR MECHANICAL SEEDING BY MIXING SEED, FERTILIZER AND STEPHEN POWERS PULVERIZED MULCH IN WATER, USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION, MIX DRAWN BY UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULIC APPLICATION. APPLY SARAH DREIER UNIFORMLY AT A RATE AS REQUIRED TO OBTAIN SPECIFIED SEEDING RATE. 16. ANY EXISTINGPROJECT NAME LAWN AREA DISTURBED BY CONSTRUCTION IS TO BE REPAIRED TO ITS ORIGINAL CONDITION BY SEEDING.TEXAS TREES AND SHRUBS ROADHOUSE 17. ALL TREES LOCATED IN GRASSED AREAS SHALL BE PLANTED AS PER DETAIL AND MULCHED WITH AT LEAST FOUR (4) FOOT DIAMETER OF SHREDDED BARK MULCH, TO A MINIMUM 3" DEPTH. 18. SHRUB BEDS SHALL BE MOUNDED WITH TOPSOIL A MINIMUM OF 6" ABOVE TOP OF CURB AND SHALL BE CHARLOTTESVILLE MULCHED WITH A 3" DEPTH OF SHREDDED BARK MULCH, VA 19. TREES SHALL BE PLANTED NO CLOSER THAN FIVE (5) FEET FROM BACK OF SIDEWALK OR BUILDING SITRUCTURE. 455 ALBEMARLE SQUARE 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. ALBEMARLE COUNTY 21. AILL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. AILL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. AILL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HIEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TCY A� TO SUPPORT THE OVERALL HEALTH OF THE PLANT. = = PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER z **SEE PLAN FOR REQUIRED SPACING SPACING "D" ROW WIDTH "A" N0. OF PLANTS/SF 6" O.C. 5.20" 4.61 8" O.C. 6.93" 2.60 10" O.C. 8.66" 1.66 12" O.C. 10.44" 1.15 15" O.C. 13.00" .738 18" O.C. 15.60" .512 24" O.C. 20.80" .330 GROUNDCOVER PLANTING DETAIL I L-nr• DECIDUOUS TREE -SEE TREE PLANTING DETAIL MULCH OR GROUND COVER - SEE LANDSCAPE PLAN DECIDUOUS TREE -SEE TREE PLANTING DETAIL -- CROWN ISLANDS 6" ABOVE TOP OF CURB FOR POSITIVE DRAINAGE. -ASPHALT PAVING �-CONCRETE CURB BACKFILL WITH CLEAN FRIABLE TOPSOIL SECTION COMPACTED SUBSOIL (SCARIFY) 30" EXCAVATION OF SUBGRADE TYPICAL ISLAND PLANTING DETAIL NOT TO SCALE 3' MIN. I 329343.69-01 4' HIGH SAFETY FENCE WHEN PROPOSED WALKS, CURBS OR BUILDINGS ENCROACH ON TREE DRIP LINES, INSTALL FENCING 3' BACK OF PROPOSED STRUCTURE, OTHERWISE ENCIRCLE ENTIRE DRIP LINE TREE PROTECTION DETAIL NOT TO SCALE STING TREE VCE TO BE OUTSIDE OF IP LINE OF TREES HIGH SAFETY FENCE WITH 14" REROD 8' O.C. (ISTING GRADE 3' DEPTH 329343.67-01 1. INSTALL 5"-7" LENGTH RIVER ROCK COBBLE, ON WEED BARRIER. 2. HAND -PLACE COBBLE AROUND PLANT MATERIAL TO AVOID DAMAGE. 3. INSTALL NEAR FLUSH WITH TOP OF SIDEWALK. DO NOT CREATE ABIRDBATHS BY TRAPPING WATER ROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS a • 4 a a : COMPACTED SUB -GRADE, SEE CIVIL ENGINEERING PLANS SEE SHRUB PLANTING DETAIL 5"-7" LENGTH RIVER ROCK COBBLE DETAIL 1 1/2" = 1'-0" 321313.13-11 Oreenherghrrew NOTES: CoA#: 153 Cordaville Road, Suite 210 Southborough, MAO 1722 LANDSCAPE PLANTING t: 508 229 0032 1. THE LANDSCAPE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE SITE CONDITIONS AND VERIFY THEM TO PROJECT TEAM HIS SATISFACTION. THE LANDSCAPE CONTRACTOR SHALL ACCEPT THE SITE CONDITIONS AND DO THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN. 2. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILCfIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING CONSTRUCTION. SHOULD THE LANDSCAPE CONTRACTOR CAUSE DAMAGE TO ANY UTILITIES HE SHALL MAKE NECESSARY REPAIRS AS QUICKLY AS POSSIBLE WITHOUT ADDITIONAL COMPENSATION. 3. ALL PLANT MATERIAL SIZES AND MEASUREMENTS, INCLUDING TRUNK, HEAD, AND SPREAD SIZES, CONTAINER AND ROOTBALL SIZES, QUALITY AND CONDITION SHALL CONFORM TO THE STANDARDS SET FORTH IN THE CURRENT ISSUE OF "AMERICAN STANDARDS FOR NURSERY STOCK" (ANS1160.1). 4. ALL PLANT MATERIAL ARE SUBJECT TO THE APPROVAL BY THE OWNER, AND MAY BE INSPECTED AT THE PLACE OF GROWTH OR ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL WHICH IS . NOT TO HIS SATISFACTION. 5. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING COPYRIGHT NOTICE WORK (INCLUDING WATERING, SPRAYING FOR INSECTS AND DISEASE, MULCHING, MOWING, FERTILIZING, This drawing is the property of the above refCULTIVATING, EDGING AND WEEDING) FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY THE OWNER. for any encedpurpfoseonal otherdthan be specificd project and site named herein, and cannot 6. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL LANDSCAPE PLANTING WORK AND ex reproduced in any manner without the express written permission from the Professional MATERIALS FOR A PERIOD OF ONE (1) FULL YEAR FROM THE DATE THE WORK HAS BEEN APPROVED BY THE OWNER AS INSTALLED. ALL PLANT MATERIAL NOT HEALTHY GROWING CONDITION SHALL BE REMOVED IMMEDIATELY ISSUE/REVISION RECORD AND REPLACED AS SOON AS POSSIBLE WITH LIKE KIND AND SIZE AT NO CHARGE TO THE OWNER. DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 7. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING SOIL SAMPLES FROM SOIL AND NATIVE 12/31/15 ARB RESUBMITTAL OR FILL SOILS AT THE SITE AND SUBMITTING THEM TO AN APPROVED SOIL TESTING LABORATORY, AND OBTAIN 01/22/16 ARB RESUBMITTAL ANALYSES AND RECOMMENDATIONS FOR AMENDING THESE SOILS AND FERTILIZATION OF SPECIFIED PLANT 03/25/16 PERMIT SET MATERIAL AT A MINIMUM ALL PLANTING AREAS SHALL BE FERTILIZED WITH 12 LBS. /1000 SF OF 10-10-10 04/06/16 ARB RESUBMITTAL FERTILIZER. 05/11/16 COORDINATION SET 8. ALL PLANTING AREAS, SHRUB BEDS AND TREES SHALL BE MULCHED WITH A MINIMUM COMPACTED DEPTH OF 05/27/16 PERMIT SET R-1 THREE (3) INCHES OF MULCH AS SPECIFIED. PRIOR TO MULCHING APPLY A PRE -EMERGENT HERBICIDE 06/06/16 BID SET (APPROVED BY OWNER) AS RECOMMENDED BY THE MANUFACTURER, TO PREVENT RECURRING WEED AND GRASS 06/22/16 LANDSCAPE REVISION GROWTH. 07/22/16 LANDLORD RESPONSE 9. PLANT BEDS ADJACENT TO TEXAS ROADHOUSE BUILDING ARE TO HAVE 5-7" LENGTH COBBLESTONE INSTALLED ON WEED BARRIER. STONES TO BE HAND PLACED SO AS NOT TO DAMAGE PLANT MATERIAL DURING INSTALLATION. 10. CONTRACTOR IS TO TAKE SPECIAL CARE WHEN INSTALLING NEW PLANT MATERIAL SO AS NOT TO DISTURB ANY E)CISTING PLANTINGS DESIGNATED TO REMAIN. ANY EXISTING PLANT MATERIAL DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIAL OF SIMILAR SPECIES AND SIZE AT THE CONTRACTOR'S EXPENSE AND NO ADDITIONAL COST TO OWNER. TURF ANO LAWNS 11. TALL DISTURBED AREAS SHALL RECEIVE 4" MINIMUM OF TOPSOIL (COMPACTE=D) AND GRASSED WITH SOD OR SEED PROFESSIONAL SEAL AS INDICATED ON PLAN. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH OTHER TRADES REGARDING FINISH GRADING. IF AVAILABLE CONTRACTOR IS TO USE STOCKPILED TOPSOIL ONSITE. IF NOT T. AVAILABLE THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR IMPORTING THE TOPSOIL NECESSARY TO MEET FINISH GRADE. lot GEX 12. TOPSOIL, SHALL BE FERTILE, FRIABLE AND REPRESENTATIVE OF LOCAL PRODUCTIVE SOIL, CAPABLE OF' A SUSTAINING VIGOROUS PLANT GROWTH AND FREE OF CLAY LUMPS, SUBSOIL, NOXIOUS WEEDS OR OTHER Cut Na law FOREIGN MATTER SUCH AS STONES, ROOTS, STICKS AND OTHER EXTRANEOUS MATERIALS: NOT FROZEN OR MUDDY. PH OF TOPSOIL TO RANGE BETWEEN 5.5 AND 7.5. 13. SODDED AREAS SHALL BE GRASSED KENTUCKY BLUEGRASS SOD. SOD SHALL BE LAID WITH CLOSE, TIGHT FITTING 11*40,04 JOINTS, WHICH SHALL BE LAID IN ROWS PARALLEL TO THE CONTOUR LINES. ALL SODDED AREAS SHALL BE 08-31-16 ROLLED TO ACHIEVE A SMOOTH, UNIFORM LAWN. PROFESSIONAL IN CHARGE 14. SEEDED AREAS SHALL BE GRASSED WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS AT A RATE OF JOSEPH VAUGHN (51) POUNDS PER 1000 SQ. FT. OF GRASSED AREA. SEED MAY BE APPLIED EITHER BY A MECHANICAL PROFESSIONAL LANDSCAPE ARCHITECT SPREADER OR HYRDROSEEDING. WHICHEVER METHOD IS CHOSEN A THICK STAND OF LICENSE N0. 1859 GRASS SHALL BE ACHIEVED WITHIN 21 DAYS OR A SECOND OVERSEEDING WILL BE REQUIRE=D, PROJECT MANAGER ANDRE PIMENTEL 15. FERTILIZATION AND SOIL AMENDMENTS FOR ALL GRASSED AREAS SHALL BE AS PER LABORATORY ANALYSIS. QUALITY CONTROL HYDROSEEDING MAY BE SUBSTITUTED FOR MECHANICAL SEEDING BY MIXING SEED, FERTILIZER AND STEPHEN POWERS PULVERIZED MULCH IN WATER, USING EQUIPMENT SPECIFICALLY DESIGNED FOR HYDROSEED APPLICATION, MIX DRAWN BY UNTIL UNIFORMLY BLENDED INTO HOMOGENEOUS SLURRY SUITABLE FOR HYDRAULIC APPLICATION. APPLY SARAH DREIER UNIFORMLY AT A RATE AS REQUIRED TO OBTAIN SPECIFIED SEEDING RATE. 16. ANY EXISTINGPROJECT NAME LAWN AREA DISTURBED BY CONSTRUCTION IS TO BE REPAIRED TO ITS ORIGINAL CONDITION BY SEEDING.TEXAS TREES AND SHRUBS ROADHOUSE 17. ALL TREES LOCATED IN GRASSED AREAS SHALL BE PLANTED AS PER DETAIL AND MULCHED WITH AT LEAST FOUR (4) FOOT DIAMETER OF SHREDDED BARK MULCH, TO A MINIMUM 3" DEPTH. 18. SHRUB BEDS SHALL BE MOUNDED WITH TOPSOIL A MINIMUM OF 6" ABOVE TOP OF CURB AND SHALL BE CHARLOTTESVILLE MULCHED WITH A 3" DEPTH OF SHREDDED BARK MULCH, VA 19. TREES SHALL BE PLANTED NO CLOSER THAN FIVE (5) FEET FROM BACK OF SIDEWALK OR BUILDING SITRUCTURE. 455 ALBEMARLE SQUARE 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. ALBEMARLE COUNTY 21. AILL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. AILL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. AILL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HIEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TCY A� TO SUPPORT THE OVERALL HEALTH OF THE PLANT. = = PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER FINISHED GRADE. M� ISI I a TURF POP UP HEAD. 1/2" MARLEX STREET ELLS. 0 w m Z CLEAR TO FENCE OR 3" HARDSCAPE WHERE APPLICABLE. lIIIIIIIII SCHEDULE 80 PVC NIPPLE, SET AT 45 DEGREE ANGLE. LATERAL LINE AND PVC TEE. TURF SPRAY MARLEX ASSEMBLY �- INSTALL ASSEMBLY 0 1 " TO 1 1 /2"ABOVE FINISHED GRADE. 0 M DO NOT USE SIDE INLET. HIGH POP HEAD. z 1 /2" MARLEX STREET ELL. BARB ELL X MIPT. :y 1/2" MARLEX STREET ELL. 4" TO CURB WALK. LATERAL ___/ LINE. PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REj) QUIRED. t SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. 1OX15 RECTANGULAR VALVE BOX. REMOTE CONTROL VALVE, ONE PER BOX. PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. w OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. 111� 0 TO FIRST FITTING. 0 45 DOWN AS 1 w REQ. TO 0° LATERAL iv PIPE DEPTH. o Oho INCREASE LATERAL 0 a LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. MAIN LINE. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. N 2" a CL UMAW 6" THICK LAYER OF PEA GRAVEL. ELECTRIC REMOTE CONTROL VALVE 3" = 1'-0" 328403.13-01 3" = 1'-O" 328403.29-01 1 1/2" = 1'-0" 328406.13-01 QUICK COUPLING VALVE IN BOX 1 1/2" = 1'-0" 328406.43-02 SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIF SECURELY BOLT CONTR TO WALL. INSTALL BAC BATTERIES AS REQUIRE( GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. �°r° LONG SWEEF 1. 1/2- DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 EX -LOW GRADE. WALL MOUNT CONTROLLER 1" = 1'-0" 328409.13-01 TYPICAL OFFSET 2" FROM PVC SCH 40 TEE OR VN HARDSCAPE, 4" FROM PLANTED AREA. PVC MAINLINE. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / { I IT REGULATOR. 3/4" PVC LATERAL I 1 PIPE I I I I TYPICAL OFFSET I MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 4" SPACING PSI 0.6 0.9 0.6 0.9 .6 0.9 I w I I COMPRESSION { I 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 SAWCUT 1 1/2" MINIMUM. WIDTH VARIES EXISTING PAYMENT.. REPLACEMENT PAVING: z SHALL BE "IN KIND", INCLUDING 0 SEAL COATS. V' NEW ASHPHALT PAVING SHALL BE E EXISTING AND s; _ w 2 THICKER THAN THE � .-. � NO LESS THAN 5" THICK. A;.., w V) SUBSEQUENT BACKFILL WITH 100 COARSE SAND, COMPACETED TO 90% OPTIMUM DENSITY. S � •.h ;a Q WHEN PVC PIPE IS USED, PIPE SHALL BE BACKFILLED TO THE HAUNCHING AND COMPACTED TO 90% PRIOR TO 'f•''• - ='�< COMPLETING SUBSEQUENT BACKFILL. HAUNCHING 'r BEDDING ; ."..; `f 4" MIN. 4" MIN. TRENCH DETAIL AT ASPHALT. PAVING 1 1/2" = 1'-0" PVC MANIFOLD LINE.EASY FIT COMPRESSIOADAPTER. EASY FIT COMPRESSIOCOUPLING: RAIN BIRD LANDSCAPE DRIPLINE TUBING. \, I 2" FROM WATER SOURCE: DRIP VALVE POLYETHYLENE OR PVC HEADER 1 OR LATERAL FROM VALVE. r, A ( ARDSCAPE, 4 MANIFOLD ROM PLANTED "MAXIMUM REA. CHART. I I ! I � I I I I � ( ( I I 0 1 I I z= I I I I w W q I � I I I 54 I XW I I I I <g I I F I I I I I , SIZE AS PER FLOW PER ZONE" I 1 TYPICAL I w I I COMPRESSION { I I FITTING. I I DRIPLINE SPACING AS I w NOTED. EMITTERS 0 X , SIZE AS PER FLOW PER ZONE" I 1 TYPICAL I w I I COMPRESSION { I I FITTING. I I DRIPLINE SPACING AS I w NOTED. EMITTERS 0 X OFFSET FOR I � TRIANGULAR SPACING. I 0 AIR RELIEF VALVE AT I i w W I HIGH POINT, AS I I J I INDICATED. I I D I I TYPICAL DRIP LINE WITH EMITTER I A < g J GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITT=ER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GfPH 1.0 GPM D.67 GPFA 0.50 GPM 0.9 GIPH 1.5 GPM P.0 GPM T.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI V 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI SPACING AS NOTED. TIE DOWN STAKE AT { { { SLOPED CONDITION NOTE: ALL TEES, ELLS, AND { I I 1. DRIIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AT 4' Q.C. AT CLAY, I I I WHENEVER POSSIBLE. 3' O.C. AT LOAM, OR I ( I 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2' O.C. AT SAND. { I I 3. NORMAL SPACING WITHIN THE TOP 2/s OF SLOPE, FLUSH VALVE OR 4. INS=TALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM % OF CAP AT LOW END, 1 THE SLOPE. I END FEED EXAMPLE AS NOTED' CENTER FEED EXAMPLE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE VALVE. '�`� TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS LANDSCAPE DRIPLINE TUBING. F PVC MANIFOLD LINE WITH. PVC TEE. POLYGON SHAPED FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. p�1 I A AIR RELIEF VALVE: RAIN BIRD j AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. it "C" SHAPED ODD SHAPED DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED . 328409.76-02 reym� IRRIGATION CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. IRRIGATION FOR THESE AREAS TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. THE FOLLOWING EQUIPMENT IS TO BE USED UNLESS SUBSTITUTIONS ARE APPROVED BY OWNER: CONTROLLER - HUNTER I -CORE IN STRONG BOX WITH HUNTER SOLAR SYNC. RAIN/FREEZE SWITCH RAIN BIRD WR2 BACKFLOW PREVENTER - FEBCO VALVES - RAIN BIRD PGA SERIES MOISTURE SENSOR - RAIN BIRD SMRT-Y (TO BE USED ON ALL PROJECTS AROUND THE BUILDING FOR FOUNDATION PLANTINGS) TURF SPRAY HEADS - RAIN BIRD 1800 SERIES PLANTING BED SPRAY HEADS - RAIN BIRD 1800 SERIES LARGE ROTOR HEADS - RAIN BIRD 5500, 6500 OR 8000 SERIES SMALL ROTOR HEADS - RAIN BIRD 5000 SERIES SUBSURFACE DRIP - XFS-P-09-12-100 PRESSURE REGULATOR KIT RAIN BIRD XCZ INSTALL U -SERIES NOZZLES WHERE APPLICABLE. CONTRACTOR QUALIFICATIONS: INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE UNDER THE SUPERVISION OF A SUPERINTENDENT CURRENTLY LICENSED AS A LANDSCAPE IRRIGATOR IN THE STATE OR LOCAL JURISDICTION. GUARANTEE: GUARANTEE THE UNDERGROUND SPRINKLER SYSTEM AGAINST DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY CONTRACT ARE TO BE REPAIRED AT HIS EXPENSE WITH NO COST TO OWNER. WORKMANSHIP: PROVIDE FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS. COMPLY WITH REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE: CODES. TRENCHING: PROTECT ANY EXISTING PLANT MATERIAL. ROUTE EXCAVATION TRENCHES TO AVOID DAMAGE TO EXISTING TREES. COORDINATE CONFIGURATION OF PLANTING BEDS WITH LANDSCAPE CONTRACTOR. TO ENSURE PROPER LOCATION OF TURF AND SHRUB IRRIGATION HEADS. STAKE ALL SPRINKLER HEAD LOCATIONS AND TRENCH TO A MINIMUM WIDTH OF 4" AND 18" BELOW FINISH GRADE FOR THE MAIN SUPPLY AND A MINIMUM WITDH OF 3" AND 12" BELOW FINISH GRADE FOR LATERALS AND WIRING. PIPING: ALL PIPING IS TO BE SIZED FOR A MAXIMUM WATER VELOCITY OF 5 FEET PER SECOND. LAY PIPE ON A SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS AND DEPRESSIONS. KEEP PIPE INTERIOR CLEAN AT ALL TIMES. BACKFLOW PREVENTER: INSTALL BACKFLOW PREVENTER AS PER CITY CODES AND STANDARDS. INSTALL 12"x18" PLASTIC ACCESS BOX FLUSH WITH GRADE AND BACKFILL WITH 2" OF GRAVEL IN BOTTOM OF BOX. COORDINATE LOCATION WITH CIVIL ENGINEER, UNLESS OTHERWISE REQUIRED BY LOCAL CODES. VALVES: CLEAN AND TEST PRIOR TO INSTALLATION. INSTALL PLUMB AND STRAIGHT. SET PLASTIC VALVE BOX WITH 2' GRAVEL SUMP AND STABILIZE WITH COMPACTED SOIL. BACKFILL: USE BACKFILL FREE FROM ROCKS AND OTHER UNSUITABLE MATERIALS WHICH COULD DAMAGE PIPE OR CREATE SETTLING PROBLEMS. APPLY BACKFILL MATERIAL IN 6" LAYERS AND TAMP EACH LAYER TO P'REVENTSETTLING. USE TOPSOIL (NOT SUBSOIL) WITHIN THE TOP 6" OF BACKFILL. ACHIEVE FINISH GRADE AND REPAIR ALL DAMAGED EXISTING TURF AND PLANTINGS. REMOVED EXCESS EXCAVATION AND BACKFILL MATERIAL FROMTHE SITE IMMEDIATELY. SPRINKLER HEADS: FLUSH LATERAL LINES WITH FULL HEAD OF WATER AND INSTALL HEADS. LOCATE SPRINKLER HEADS TO MAINTAIN A DISTANCE OF 6" FROM WALLS AND 2" FROM OTHER BOUNDARIES. WIRING: LAY WIRING BESIDE PIPE IN TRENCHES. PROVIDE A MINIMUM COVERING OF 12" FOR WIRING LAID IN SEPARATE TRENCHES. WATERPROOF ALL CONNECTIONS WITH SPEARS DRI -SPLICE WIRE CONNECTORS AS RECOMMENDED BY MANUFACTURER. BUNDLE AND TAPE MULTIPLE WIRES AT A MAXIMUM OF 10 FOOT INTERVALS. PROVIDE A 30" EXPANSION LOOP AT EACH ELECTRIC REMOTE CONTROL VALVE AND A EVERY 100' INTERVAL BY WRAPPING WIRE AROUND 1/2" PIPE 1 5 TIMES. AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUIT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. CILEAN-UP: KEEP THE PREMISES AND PUBLIC STREETS FREE FROM ACCUMULATION OF WASTE MATERIAL. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE, EXCESS MATERIAL, RUBBISH AND EQUIPMENT AND LEAVE THE SITE CLEAN. FINAL ACCEPTANCE: PERFORM OPERATIONAL TEST WITH THE OWNER PRESENT AFTER SYSTEM IS COMPLETE AND IRRIGATION HEADS ADJUSTED TO FINAL POSITION. DEMONSTRATE TO OWNER THAT THE ENTIRE SYSTEM MEETS COVERAGE REQUIREMENTS, AND FUNCTIONS PROPERLY, PROVIDE THE OWNER WITH COMPLETE WRITTEN INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE SPRINKLER SYSTEM. 2" MINIMUM, 4" MAXIMUM FLUSH TO BELOW TOP OF BOX. GRADE AT LAWN. 1CDX15 RECTANGULAR VALVE BOX.2" ABOVE FINISH - \ GRADE AT SHRUBS WANUAL VALVE AS SPECIFIED. 2" I I I �I 1=III=1 I I-1 CLI c� ITI 11- .1 0 45 DOWN AS wm REQ. TO LATERAL N PIPE _ r DEPTH. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING, INCREASE LATERAL LINE AS PER IRRIGATION PLAN. TWO 6X2X16 CONC. BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. MANUAL CONTROL VALVE IN BOX SCHEDULE 80 RISER AND ELL. Greenherghrrew COA* 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE PROFESSIONAL SEAL 311 IIA Cut Na 1 PE A 08-31-16 PROFESSIONAL IN CHARGE JOSEPH VAUG'HN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAH DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & MAIN LINE. DETAILS SHEET NUMBER \ lu L2ml N.T.S. I I I 328413.56-01 1 1/2" =i 1'-0" 328406.19-Q2 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GfPH 1.0 GPM D.67 GPFA 0.50 GPM 0.9 GIPH 1.5 GPM P.0 GPM T.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI V 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI SPACING AS NOTED. TIE DOWN STAKE AT { { { SLOPED CONDITION NOTE: ALL TEES, ELLS, AND { I I 1. DRIIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AT 4' Q.C. AT CLAY, I I I WHENEVER POSSIBLE. 3' O.C. AT LOAM, OR I ( I 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2' O.C. AT SAND. { I I 3. NORMAL SPACING WITHIN THE TOP 2/s OF SLOPE, FLUSH VALVE OR 4. INS=TALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM % OF CAP AT LOW END, 1 THE SLOPE. I END FEED EXAMPLE AS NOTED' CENTER FEED EXAMPLE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE VALVE. '�`� TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS LANDSCAPE DRIPLINE TUBING. F PVC MANIFOLD LINE WITH. PVC TEE. POLYGON SHAPED FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. p�1 I A AIR RELIEF VALVE: RAIN BIRD j AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. it "C" SHAPED ODD SHAPED DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED . 328409.76-02 reym� IRRIGATION CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. IRRIGATION FOR THESE AREAS TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. THE FOLLOWING EQUIPMENT IS TO BE USED UNLESS SUBSTITUTIONS ARE APPROVED BY OWNER: CONTROLLER - HUNTER I -CORE IN STRONG BOX WITH HUNTER SOLAR SYNC. RAIN/FREEZE SWITCH RAIN BIRD WR2 BACKFLOW PREVENTER - FEBCO VALVES - RAIN BIRD PGA SERIES MOISTURE SENSOR - RAIN BIRD SMRT-Y (TO BE USED ON ALL PROJECTS AROUND THE BUILDING FOR FOUNDATION PLANTINGS) TURF SPRAY HEADS - RAIN BIRD 1800 SERIES PLANTING BED SPRAY HEADS - RAIN BIRD 1800 SERIES LARGE ROTOR HEADS - RAIN BIRD 5500, 6500 OR 8000 SERIES SMALL ROTOR HEADS - RAIN BIRD 5000 SERIES SUBSURFACE DRIP - XFS-P-09-12-100 PRESSURE REGULATOR KIT RAIN BIRD XCZ INSTALL U -SERIES NOZZLES WHERE APPLICABLE. CONTRACTOR QUALIFICATIONS: INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE UNDER THE SUPERVISION OF A SUPERINTENDENT CURRENTLY LICENSED AS A LANDSCAPE IRRIGATOR IN THE STATE OR LOCAL JURISDICTION. GUARANTEE: GUARANTEE THE UNDERGROUND SPRINKLER SYSTEM AGAINST DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY CONTRACT ARE TO BE REPAIRED AT HIS EXPENSE WITH NO COST TO OWNER. WORKMANSHIP: PROVIDE FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS. COMPLY WITH REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE: CODES. TRENCHING: PROTECT ANY EXISTING PLANT MATERIAL. ROUTE EXCAVATION TRENCHES TO AVOID DAMAGE TO EXISTING TREES. COORDINATE CONFIGURATION OF PLANTING BEDS WITH LANDSCAPE CONTRACTOR. TO ENSURE PROPER LOCATION OF TURF AND SHRUB IRRIGATION HEADS. STAKE ALL SPRINKLER HEAD LOCATIONS AND TRENCH TO A MINIMUM WIDTH OF 4" AND 18" BELOW FINISH GRADE FOR THE MAIN SUPPLY AND A MINIMUM WITDH OF 3" AND 12" BELOW FINISH GRADE FOR LATERALS AND WIRING. PIPING: ALL PIPING IS TO BE SIZED FOR A MAXIMUM WATER VELOCITY OF 5 FEET PER SECOND. LAY PIPE ON A SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS AND DEPRESSIONS. KEEP PIPE INTERIOR CLEAN AT ALL TIMES. BACKFLOW PREVENTER: INSTALL BACKFLOW PREVENTER AS PER CITY CODES AND STANDARDS. INSTALL 12"x18" PLASTIC ACCESS BOX FLUSH WITH GRADE AND BACKFILL WITH 2" OF GRAVEL IN BOTTOM OF BOX. COORDINATE LOCATION WITH CIVIL ENGINEER, UNLESS OTHERWISE REQUIRED BY LOCAL CODES. VALVES: CLEAN AND TEST PRIOR TO INSTALLATION. INSTALL PLUMB AND STRAIGHT. SET PLASTIC VALVE BOX WITH 2' GRAVEL SUMP AND STABILIZE WITH COMPACTED SOIL. BACKFILL: USE BACKFILL FREE FROM ROCKS AND OTHER UNSUITABLE MATERIALS WHICH COULD DAMAGE PIPE OR CREATE SETTLING PROBLEMS. APPLY BACKFILL MATERIAL IN 6" LAYERS AND TAMP EACH LAYER TO P'REVENTSETTLING. USE TOPSOIL (NOT SUBSOIL) WITHIN THE TOP 6" OF BACKFILL. ACHIEVE FINISH GRADE AND REPAIR ALL DAMAGED EXISTING TURF AND PLANTINGS. REMOVED EXCESS EXCAVATION AND BACKFILL MATERIAL FROMTHE SITE IMMEDIATELY. SPRINKLER HEADS: FLUSH LATERAL LINES WITH FULL HEAD OF WATER AND INSTALL HEADS. LOCATE SPRINKLER HEADS TO MAINTAIN A DISTANCE OF 6" FROM WALLS AND 2" FROM OTHER BOUNDARIES. WIRING: LAY WIRING BESIDE PIPE IN TRENCHES. PROVIDE A MINIMUM COVERING OF 12" FOR WIRING LAID IN SEPARATE TRENCHES. WATERPROOF ALL CONNECTIONS WITH SPEARS DRI -SPLICE WIRE CONNECTORS AS RECOMMENDED BY MANUFACTURER. BUNDLE AND TAPE MULTIPLE WIRES AT A MAXIMUM OF 10 FOOT INTERVALS. PROVIDE A 30" EXPANSION LOOP AT EACH ELECTRIC REMOTE CONTROL VALVE AND A EVERY 100' INTERVAL BY WRAPPING WIRE AROUND 1/2" PIPE 1 5 TIMES. AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUIT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. CILEAN-UP: KEEP THE PREMISES AND PUBLIC STREETS FREE FROM ACCUMULATION OF WASTE MATERIAL. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE, EXCESS MATERIAL, RUBBISH AND EQUIPMENT AND LEAVE THE SITE CLEAN. FINAL ACCEPTANCE: PERFORM OPERATIONAL TEST WITH THE OWNER PRESENT AFTER SYSTEM IS COMPLETE AND IRRIGATION HEADS ADJUSTED TO FINAL POSITION. DEMONSTRATE TO OWNER THAT THE ENTIRE SYSTEM MEETS COVERAGE REQUIREMENTS, AND FUNCTIONS PROPERLY, PROVIDE THE OWNER WITH COMPLETE WRITTEN INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE SPRINKLER SYSTEM. 2" MINIMUM, 4" MAXIMUM FLUSH TO BELOW TOP OF BOX. GRADE AT LAWN. 1CDX15 RECTANGULAR VALVE BOX.2" ABOVE FINISH - \ GRADE AT SHRUBS WANUAL VALVE AS SPECIFIED. 2" I I I �I 1=III=1 I I-1 CLI c� ITI 11- .1 0 45 DOWN AS wm REQ. TO LATERAL N PIPE _ r DEPTH. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING, INCREASE LATERAL LINE AS PER IRRIGATION PLAN. TWO 6X2X16 CONC. BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. MANUAL CONTROL VALVE IN BOX SCHEDULE 80 RISER AND ELL. Greenherghrrew COA* 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE PROFESSIONAL SEAL 311 IIA Cut Na 1 PE A 08-31-16 PROFESSIONAL IN CHARGE JOSEPH VAUG'HN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAH DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & MAIN LINE. DETAILS SHEET NUMBER \ lu L2ml N.T.S. I I I 328413.56-01 1 1/2" =i 1'-0" 328406.19-Q2 MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI V 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI SPACING AS NOTED. TIE DOWN STAKE AT { { { SLOPED CONDITION NOTE: ALL TEES, ELLS, AND { I I 1. DRIIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AT 4' Q.C. AT CLAY, I I I WHENEVER POSSIBLE. 3' O.C. AT LOAM, OR I ( I 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2' O.C. AT SAND. { I I 3. NORMAL SPACING WITHIN THE TOP 2/s OF SLOPE, FLUSH VALVE OR 4. INS=TALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM % OF CAP AT LOW END, 1 THE SLOPE. I END FEED EXAMPLE AS NOTED' CENTER FEED EXAMPLE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE VALVE. '�`� TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS LANDSCAPE DRIPLINE TUBING. F PVC MANIFOLD LINE WITH. PVC TEE. POLYGON SHAPED FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. p�1 I A AIR RELIEF VALVE: RAIN BIRD j AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. it "C" SHAPED ODD SHAPED DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED . 328409.76-02 reym� IRRIGATION CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. IRRIGATION FOR THESE AREAS TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. THE FOLLOWING EQUIPMENT IS TO BE USED UNLESS SUBSTITUTIONS ARE APPROVED BY OWNER: CONTROLLER - HUNTER I -CORE IN STRONG BOX WITH HUNTER SOLAR SYNC. RAIN/FREEZE SWITCH RAIN BIRD WR2 BACKFLOW PREVENTER - FEBCO VALVES - RAIN BIRD PGA SERIES MOISTURE SENSOR - RAIN BIRD SMRT-Y (TO BE USED ON ALL PROJECTS AROUND THE BUILDING FOR FOUNDATION PLANTINGS) TURF SPRAY HEADS - RAIN BIRD 1800 SERIES PLANTING BED SPRAY HEADS - RAIN BIRD 1800 SERIES LARGE ROTOR HEADS - RAIN BIRD 5500, 6500 OR 8000 SERIES SMALL ROTOR HEADS - RAIN BIRD 5000 SERIES SUBSURFACE DRIP - XFS-P-09-12-100 PRESSURE REGULATOR KIT RAIN BIRD XCZ INSTALL U -SERIES NOZZLES WHERE APPLICABLE. CONTRACTOR QUALIFICATIONS: INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE UNDER THE SUPERVISION OF A SUPERINTENDENT CURRENTLY LICENSED AS A LANDSCAPE IRRIGATOR IN THE STATE OR LOCAL JURISDICTION. GUARANTEE: GUARANTEE THE UNDERGROUND SPRINKLER SYSTEM AGAINST DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY CONTRACT ARE TO BE REPAIRED AT HIS EXPENSE WITH NO COST TO OWNER. WORKMANSHIP: PROVIDE FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS. COMPLY WITH REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE: CODES. TRENCHING: PROTECT ANY EXISTING PLANT MATERIAL. ROUTE EXCAVATION TRENCHES TO AVOID DAMAGE TO EXISTING TREES. COORDINATE CONFIGURATION OF PLANTING BEDS WITH LANDSCAPE CONTRACTOR. TO ENSURE PROPER LOCATION OF TURF AND SHRUB IRRIGATION HEADS. STAKE ALL SPRINKLER HEAD LOCATIONS AND TRENCH TO A MINIMUM WIDTH OF 4" AND 18" BELOW FINISH GRADE FOR THE MAIN SUPPLY AND A MINIMUM WITDH OF 3" AND 12" BELOW FINISH GRADE FOR LATERALS AND WIRING. PIPING: ALL PIPING IS TO BE SIZED FOR A MAXIMUM WATER VELOCITY OF 5 FEET PER SECOND. LAY PIPE ON A SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS AND DEPRESSIONS. KEEP PIPE INTERIOR CLEAN AT ALL TIMES. BACKFLOW PREVENTER: INSTALL BACKFLOW PREVENTER AS PER CITY CODES AND STANDARDS. INSTALL 12"x18" PLASTIC ACCESS BOX FLUSH WITH GRADE AND BACKFILL WITH 2" OF GRAVEL IN BOTTOM OF BOX. COORDINATE LOCATION WITH CIVIL ENGINEER, UNLESS OTHERWISE REQUIRED BY LOCAL CODES. VALVES: CLEAN AND TEST PRIOR TO INSTALLATION. INSTALL PLUMB AND STRAIGHT. SET PLASTIC VALVE BOX WITH 2' GRAVEL SUMP AND STABILIZE WITH COMPACTED SOIL. BACKFILL: USE BACKFILL FREE FROM ROCKS AND OTHER UNSUITABLE MATERIALS WHICH COULD DAMAGE PIPE OR CREATE SETTLING PROBLEMS. APPLY BACKFILL MATERIAL IN 6" LAYERS AND TAMP EACH LAYER TO P'REVENTSETTLING. USE TOPSOIL (NOT SUBSOIL) WITHIN THE TOP 6" OF BACKFILL. ACHIEVE FINISH GRADE AND REPAIR ALL DAMAGED EXISTING TURF AND PLANTINGS. REMOVED EXCESS EXCAVATION AND BACKFILL MATERIAL FROMTHE SITE IMMEDIATELY. SPRINKLER HEADS: FLUSH LATERAL LINES WITH FULL HEAD OF WATER AND INSTALL HEADS. LOCATE SPRINKLER HEADS TO MAINTAIN A DISTANCE OF 6" FROM WALLS AND 2" FROM OTHER BOUNDARIES. WIRING: LAY WIRING BESIDE PIPE IN TRENCHES. PROVIDE A MINIMUM COVERING OF 12" FOR WIRING LAID IN SEPARATE TRENCHES. WATERPROOF ALL CONNECTIONS WITH SPEARS DRI -SPLICE WIRE CONNECTORS AS RECOMMENDED BY MANUFACTURER. BUNDLE AND TAPE MULTIPLE WIRES AT A MAXIMUM OF 10 FOOT INTERVALS. PROVIDE A 30" EXPANSION LOOP AT EACH ELECTRIC REMOTE CONTROL VALVE AND A EVERY 100' INTERVAL BY WRAPPING WIRE AROUND 1/2" PIPE 1 5 TIMES. AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUIT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. CILEAN-UP: KEEP THE PREMISES AND PUBLIC STREETS FREE FROM ACCUMULATION OF WASTE MATERIAL. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE, EXCESS MATERIAL, RUBBISH AND EQUIPMENT AND LEAVE THE SITE CLEAN. FINAL ACCEPTANCE: PERFORM OPERATIONAL TEST WITH THE OWNER PRESENT AFTER SYSTEM IS COMPLETE AND IRRIGATION HEADS ADJUSTED TO FINAL POSITION. DEMONSTRATE TO OWNER THAT THE ENTIRE SYSTEM MEETS COVERAGE REQUIREMENTS, AND FUNCTIONS PROPERLY, PROVIDE THE OWNER WITH COMPLETE WRITTEN INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE SPRINKLER SYSTEM. 2" MINIMUM, 4" MAXIMUM FLUSH TO BELOW TOP OF BOX. GRADE AT LAWN. 1CDX15 RECTANGULAR VALVE BOX.2" ABOVE FINISH - \ GRADE AT SHRUBS WANUAL VALVE AS SPECIFIED. 2" I I I �I 1=III=1 I I-1 CLI c� ITI 11- .1 0 45 DOWN AS wm REQ. TO LATERAL N PIPE _ r DEPTH. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING, INCREASE LATERAL LINE AS PER IRRIGATION PLAN. TWO 6X2X16 CONC. BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. MANUAL CONTROL VALVE IN BOX SCHEDULE 80 RISER AND ELL. Greenherghrrew COA* 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE PROFESSIONAL SEAL 311 IIA Cut Na 1 PE A 08-31-16 PROFESSIONAL IN CHARGE JOSEPH VAUG'HN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAH DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & MAIN LINE. DETAILS SHEET NUMBER \ lu L2ml N.T.S. I I I 328413.56-01 1 1/2" =i 1'-0" 328406.19-Q2 SPACING AS NOTED. TIE DOWN STAKE AT { { { SLOPED CONDITION NOTE: ALL TEES, ELLS, AND { I I 1. DRIIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AT 4' Q.C. AT CLAY, I I I WHENEVER POSSIBLE. 3' O.C. AT LOAM, OR I ( I 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2' O.C. AT SAND. { I I 3. NORMAL SPACING WITHIN THE TOP 2/s OF SLOPE, FLUSH VALVE OR 4. INS=TALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM % OF CAP AT LOW END, 1 THE SLOPE. I END FEED EXAMPLE AS NOTED' CENTER FEED EXAMPLE 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON A SEPARATE VALVE. '�`� TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS LANDSCAPE DRIPLINE TUBING. F PVC MANIFOLD LINE WITH. PVC TEE. POLYGON SHAPED FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. p�1 I A AIR RELIEF VALVE: RAIN BIRD j AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. it "C" SHAPED ODD SHAPED DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED . 328409.76-02 reym� IRRIGATION CONTRACTOR TO PROVIDE SITE IRRIGATION FOR ALL LANDSCAPE AREAS. IRRIGATION FOR THESE AREAS TO PROVIDE 100% COVERAGE OF ALL PLANTED AREAS. SHRUB BEDS TO BE WATERED WITH SUBSURFACE IRRIGATION. LAWN AREAS TO BE KEPT ON SEPARATE ZONES FROM SHRUB BEDS, DO NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. THE FOLLOWING EQUIPMENT IS TO BE USED UNLESS SUBSTITUTIONS ARE APPROVED BY OWNER: CONTROLLER - HUNTER I -CORE IN STRONG BOX WITH HUNTER SOLAR SYNC. RAIN/FREEZE SWITCH RAIN BIRD WR2 BACKFLOW PREVENTER - FEBCO VALVES - RAIN BIRD PGA SERIES MOISTURE SENSOR - RAIN BIRD SMRT-Y (TO BE USED ON ALL PROJECTS AROUND THE BUILDING FOR FOUNDATION PLANTINGS) TURF SPRAY HEADS - RAIN BIRD 1800 SERIES PLANTING BED SPRAY HEADS - RAIN BIRD 1800 SERIES LARGE ROTOR HEADS - RAIN BIRD 5500, 6500 OR 8000 SERIES SMALL ROTOR HEADS - RAIN BIRD 5000 SERIES SUBSURFACE DRIP - XFS-P-09-12-100 PRESSURE REGULATOR KIT RAIN BIRD XCZ INSTALL U -SERIES NOZZLES WHERE APPLICABLE. CONTRACTOR QUALIFICATIONS: INSTALLATION OF THE IRRIGATION SYSTEM SHALL BE UNDER THE SUPERVISION OF A SUPERINTENDENT CURRENTLY LICENSED AS A LANDSCAPE IRRIGATOR IN THE STATE OR LOCAL JURISDICTION. GUARANTEE: GUARANTEE THE UNDERGROUND SPRINKLER SYSTEM AGAINST DEFECTS IN THE MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE. EXISTING UTILITIES: CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. ANY UTILITIES DAMAGED BY CONTRACT ARE TO BE REPAIRED AT HIS EXPENSE WITH NO COST TO OWNER. WORKMANSHIP: PROVIDE FULL AND COMPLETE COVERAGE OF ALL IRRIGATED AREAS. COMPLY WITH REQUIREMENTS OF THE UNIFORM PLUMBING CODE AND ALL OTHER APPLICABLE: CODES. TRENCHING: PROTECT ANY EXISTING PLANT MATERIAL. ROUTE EXCAVATION TRENCHES TO AVOID DAMAGE TO EXISTING TREES. COORDINATE CONFIGURATION OF PLANTING BEDS WITH LANDSCAPE CONTRACTOR. TO ENSURE PROPER LOCATION OF TURF AND SHRUB IRRIGATION HEADS. STAKE ALL SPRINKLER HEAD LOCATIONS AND TRENCH TO A MINIMUM WIDTH OF 4" AND 18" BELOW FINISH GRADE FOR THE MAIN SUPPLY AND A MINIMUM WITDH OF 3" AND 12" BELOW FINISH GRADE FOR LATERALS AND WIRING. PIPING: ALL PIPING IS TO BE SIZED FOR A MAXIMUM WATER VELOCITY OF 5 FEET PER SECOND. LAY PIPE ON A SOLID SUBBASE, UNIFORMLY SLOPED WITHOUT HUMPS AND DEPRESSIONS. KEEP PIPE INTERIOR CLEAN AT ALL TIMES. BACKFLOW PREVENTER: INSTALL BACKFLOW PREVENTER AS PER CITY CODES AND STANDARDS. INSTALL 12"x18" PLASTIC ACCESS BOX FLUSH WITH GRADE AND BACKFILL WITH 2" OF GRAVEL IN BOTTOM OF BOX. COORDINATE LOCATION WITH CIVIL ENGINEER, UNLESS OTHERWISE REQUIRED BY LOCAL CODES. VALVES: CLEAN AND TEST PRIOR TO INSTALLATION. INSTALL PLUMB AND STRAIGHT. SET PLASTIC VALVE BOX WITH 2' GRAVEL SUMP AND STABILIZE WITH COMPACTED SOIL. BACKFILL: USE BACKFILL FREE FROM ROCKS AND OTHER UNSUITABLE MATERIALS WHICH COULD DAMAGE PIPE OR CREATE SETTLING PROBLEMS. APPLY BACKFILL MATERIAL IN 6" LAYERS AND TAMP EACH LAYER TO P'REVENTSETTLING. USE TOPSOIL (NOT SUBSOIL) WITHIN THE TOP 6" OF BACKFILL. ACHIEVE FINISH GRADE AND REPAIR ALL DAMAGED EXISTING TURF AND PLANTINGS. REMOVED EXCESS EXCAVATION AND BACKFILL MATERIAL FROMTHE SITE IMMEDIATELY. SPRINKLER HEADS: FLUSH LATERAL LINES WITH FULL HEAD OF WATER AND INSTALL HEADS. LOCATE SPRINKLER HEADS TO MAINTAIN A DISTANCE OF 6" FROM WALLS AND 2" FROM OTHER BOUNDARIES. WIRING: LAY WIRING BESIDE PIPE IN TRENCHES. PROVIDE A MINIMUM COVERING OF 12" FOR WIRING LAID IN SEPARATE TRENCHES. WATERPROOF ALL CONNECTIONS WITH SPEARS DRI -SPLICE WIRE CONNECTORS AS RECOMMENDED BY MANUFACTURER. BUNDLE AND TAPE MULTIPLE WIRES AT A MAXIMUM OF 10 FOOT INTERVALS. PROVIDE A 30" EXPANSION LOOP AT EACH ELECTRIC REMOTE CONTROL VALVE AND A EVERY 100' INTERVAL BY WRAPPING WIRE AROUND 1/2" PIPE 1 5 TIMES. AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUIT IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. CILEAN-UP: KEEP THE PREMISES AND PUBLIC STREETS FREE FROM ACCUMULATION OF WASTE MATERIAL. AT THE COMPLETION OF THE WORK REMOVE ALL WASTE, EXCESS MATERIAL, RUBBISH AND EQUIPMENT AND LEAVE THE SITE CLEAN. FINAL ACCEPTANCE: PERFORM OPERATIONAL TEST WITH THE OWNER PRESENT AFTER SYSTEM IS COMPLETE AND IRRIGATION HEADS ADJUSTED TO FINAL POSITION. DEMONSTRATE TO OWNER THAT THE ENTIRE SYSTEM MEETS COVERAGE REQUIREMENTS, AND FUNCTIONS PROPERLY, PROVIDE THE OWNER WITH COMPLETE WRITTEN INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF THE SPRINKLER SYSTEM. 2" MINIMUM, 4" MAXIMUM FLUSH TO BELOW TOP OF BOX. GRADE AT LAWN. 1CDX15 RECTANGULAR VALVE BOX.2" ABOVE FINISH - \ GRADE AT SHRUBS WANUAL VALVE AS SPECIFIED. 2" I I I �I 1=III=1 I I-1 CLI c� ITI 11- .1 0 45 DOWN AS wm REQ. TO LATERAL N PIPE _ r DEPTH. OUTLET PIPE SAME SIZE AS VALVE, 24" MIN. TO FIRST FITTING, INCREASE LATERAL LINE AS PER IRRIGATION PLAN. TWO 6X2X16 CONC. BLOCK CAPS, ONE ON EACH SIDE OF BOX. 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES. MANUAL CONTROL VALVE IN BOX SCHEDULE 80 RISER AND ELL. Greenherghrrew COA* 153 Cordaville Road, Suite 210 Southborough, MA 01722 t: 508 229 0032 PROJECT TEAM COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 10/22/15 ARB SUBMITTAL 12/31/15 ARB RESUBMITTAL 01/22/16 ARB RESUBMITTAL 03/25/16 PERMIT SET 04/06/16 ARB RESUBMITTAL 05/11/16 COORDINATION SET 05/27/16 PERMIT SET R-1 06/06/16 BID SET 06/22/16 LANDSCAPE REVISION 07/22/16 LANDLORD RESPONSE PROFESSIONAL SEAL 311 IIA Cut Na 1 PE A 08-31-16 PROFESSIONAL IN CHARGE JOSEPH VAUG'HN PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 1859 PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS DRAWN BY SARAH DREIER PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & MAIN LINE. DETAILS SHEET NUMBER \ lu L2ml N.T.S. I I I 328413.56-01 1 1/2" =i 1'-0" 328406.19-Q2 /--8" SPLIT FACE CMU - REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE SCALE: 1"=1'-0" 1 1/2" TYPE B DECKING - PAIP BLACK EACH SI[ 2X2X3/16" STEEL TUBE FR,{ ELEVATION THIS LOCATIONS DETAIL. AT GATE SCi "'--O" B" CMU BOND BEAM: USE (2) 4 BARS AT BOTTOM OF BEAM. SPLIT FACE CMU -REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE METAL DOOR AND H.M. — PROVIDE (3) AMB ANCHRSE: NO (1) BASE ANCHOR /--SECURITY CLOSURE PLATE \ 8" CMU - EXTEND TO PLYWOOD SHEATHING AND ANCHOR TO STUD WALL 16" O.C, VERTICALLY WITH MASONRY TIES BRICK WAINSCOT - BUTT AGAINST MASONRY BLOCK ELEVATION AT DUMPSTER DOOR SCALE: 11/4"=V-0" NOT USED SCALE: METAL FLASHING W/ DRIP EDGE METAL ROOF APA RATED PLYWOOD SHEATHING - SEE PLYWOOD nr , a•ri "in ainrrn nay a•. 2X RATERS - REFER TO STRUCTURAL (3) 2X TREATED BEAM - REFER TO STRUCTURAL 3-1/2" O.D. STEEL COLUMN WITH STEEL CAP - REFER TO STRUCTURAL CONT. 3" HIGH x %" GALV. CLOSURE PLATE WELDED TO 2" GALV. POSTS, 16" LONG Q 48" D.C. (MAX). WELD POSTS TO 4x4x1/2" GALV. PLATE AND SECURE TO CMU WALL W/ (2) HILTI ANCHORS W/ 3" MIN. EMBED (TYP.). BASE PLATE W/ (4) 3/4" DIA ANCHOR BOLTS - REFER TO STRUCTURAL r43 SECTION AT COLUMN SA1 SCALE: 1"=1 *_0" — ROUNDED CONCRETE TOP PAINTED 6" DIAMETER STANDARD STEEL PIPE PAINTED i. WITH CONCRETE FILL PAV—NG OR CONICRETE SLAB -'1 I :CONCRETE 11 """ .I "1 - FOOTING, -REFER j, TO STRUCTURAL. < < II MINIMUM 6" _1 BELOW BOTTOM F PIPE f -REF TO -I I. , j.REF jTQ:€. -51TR0dTURAL- I $TRUCTURA! s { F i ----- ROUNDED R 3 1/2" O.D. STEEL COLUMN - REFER TO STRUCTURAL DETAIL. AT GATE SCALE: 1"=1'-0" 1 1/2" TYPE B DECKING - PAIP BLACK EACH SI[ 2X2X3/16" STEEL TUBE FR,{ ELEVATION THIS LOCATIONS DETAIL. AT GATE SCi "'--O" B" CMU BOND BEAM: USE (2) 4 BARS AT BOTTOM OF BEAM. SPLIT FACE CMU -REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE METAL DOOR AND H.M. — PROVIDE (3) AMB ANCHRSE: NO (1) BASE ANCHOR /--SECURITY CLOSURE PLATE \ 8" CMU - EXTEND TO PLYWOOD SHEATHING AND ANCHOR TO STUD WALL 16" O.C, VERTICALLY WITH MASONRY TIES BRICK WAINSCOT - BUTT AGAINST MASONRY BLOCK ELEVATION AT DUMPSTER DOOR SCALE: 11/4"=V-0" NOT USED SCALE: METAL FLASHING W/ DRIP EDGE METAL ROOF APA RATED PLYWOOD SHEATHING - SEE PLYWOOD nr , a•ri "in ainrrn nay a•. 2X RATERS - REFER TO STRUCTURAL (3) 2X TREATED BEAM - REFER TO STRUCTURAL 3-1/2" O.D. STEEL COLUMN WITH STEEL CAP - REFER TO STRUCTURAL CONT. 3" HIGH x %" GALV. CLOSURE PLATE WELDED TO 2" GALV. POSTS, 16" LONG Q 48" D.C. (MAX). WELD POSTS TO 4x4x1/2" GALV. PLATE AND SECURE TO CMU WALL W/ (2) HILTI ANCHORS W/ 3" MIN. EMBED (TYP.). BASE PLATE W/ (4) 3/4" DIA ANCHOR BOLTS - REFER TO STRUCTURAL r43 SECTION AT COLUMN SA1 SCALE: 1"=1 *_0" — ROUNDED CONCRETE TOP PAINTED 6" DIAMETER STANDARD STEEL PIPE PAINTED i. WITH CONCRETE FILL PAV—NG OR CONICRETE SLAB -'1 I :CONCRETE 11 """ .I "1 - FOOTING, -REFER j, TO STRUCTURAL. < < II MINIMUM 6" _1 BELOW BOTTOM F PIPE f -REF TO -I I. , j.REF jTQ:€. -51TR0dTURAL- I $TRUCTURA! s { 5c DETAIL AT PIPE BOLLARD 5b DETAIL AT PIPE BOLLARD SA1 SCALE: 3/4"=1'-0" SA1 SCALE: 3/4"=V-0" �-- PAINT GATE SUPPORT PIPES BLACK TYP. 7" DIA. LOOSE PIPE: WELD} 4X6 PLATE 7" DIA. LOOSE PIPE: WELD TO 6" DIA. PIPE 8" SPLIT FACE BLOCK: SPLIT FACE AT EXTERIOR FACES TYP - REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE— BUILDING CHEDULE— BUILDING FLOOR FINISH " ELEVATION AT DUMPSTER ENCLOSURE SA1 SCALE: 3/8"=V-0" — -- FILL PIPE SUPPORTS W/CONCRETE - ROUNDED TOP 7'-0" HIGH GATE DOOR: PAIR GALVANIZED CANE BOLTS: HOLD 6" ABOVE SLAB DRILL 3" INTO SLAB 3/16" 9'-4" 17'-11" ROUNDED --- - CONCRETE TOP PAINTED 6" DIAMETER STANDARD STEEL PIPE PAINTED WITH CONCRETE FILL PAVING OR CONCRETE SLAB a• s M M I a E MINIMUM 18" 41 I ) € DIAMETER Ll ` CONCRETE FOOTING. MINIMUM 6" ' 1 , #� mm BELOW BOTtOM 1 (39" - { 9" OF PIPE i DETAIL AT PIPE a BOLLARD FOR GATES SA1 J SCALE: 3/4"=1'--0" 6" DIA, SUPPORT PIPE: T/PIPE-- AT 7'-9" ABOVE SLAB 2X2X3/16" TUBE FRAME AND CROSS BRACING W/1-1/2" TYPE B DECKING AT EXTERIOR FACE— PAIR 7'-D" HIGH GATE DOORS: HOLO 6" ABOVE SLAB 8'-11" N1 GINEMN F ca { PAVEMENT FINISH - REFER TO SITE PLANS FOR GRADE INFORMATION DUMPSTER (ENCLOSURE NOTES 1. CONCRETE SLAB AT DUMPSTER, APRON & SIDEWALK TO BE INTEGRAL COLOR BLACK PIGMENT: DAVIS COLOR 8084 GRAPHITE: 15#/YARD DAVIS COLORS 3700 EAST OLYMPIC BOULEVARD LOS ANGELS, CA 90023 800.356,4848 2. CONTRACTOR SHALL VERIFY SIZE': OF DUMPSTER WITH LOCAL WASTE HAULER AND ADJUST ENCLOSURE SIZE AS REQUIRED. 3. INSTALL GALVANIZED CHAiNLINK FENCE TO UNDERSIDE OF ROOF OVERHANG U~9'-0" V.I.F. INSTALL GALVANIZED CHAINLINK FENCE AT ENCLOSURE UP TO UNDERSIDE OF ROOF OVERHANG i9' -O". NO GAPS LARGER THAN 2" PERMITTED. FLOOR FINISH ?D.5 D.1 C1B.5 B.1 A.8 A.5 A.1 A6'-4 1/4" 18'-2" 2'-10 3/4"7 3/ 9'-5 7/8" 9-0 1/8" 91-3"7 5/ 1 2 / " 17'-11" 9'-4" 2'-9 3/4" UJ1 V) aw w CORNER CONCRETE FILLED CONCRETE FILLED BOLLARDS, TYP. OF 2 - BOLLARD, TYPICAL OF 1 f REFER TO DETAIL 5c/SA1 & REFER TO DETAIL 5a/SA1. 8" SPLIT FACE CMU WALL X STRUCTURAL 8'-4" HIGH (EXTERIOR SIDE IS SPLIT FACE) - REFER TO (4- =26 A3, A4, & EXTERIOR FINISH SCHEDULE UP --- 3 1/2" O.D. STEEL �! c' COLUMN FOR SUPPORT OF ROOF ABOVE (TYP. OF 4) HEAVY DUT DRAIN, n 7LO REFER CIVIL INC FOR - REFER TO STRUCTURAL LINE OF ROOF A �, TO DRAINAGE INFORMATION OVERHANG ABOVE I 6" CONCRETE SLAB - REFER 1 l SLOPE ! n TO STRUCTURAL FOR I 2 SLOPE REINFORCEMENT & TO GEOTECH H FOR SUBGRADE REQUIREMENTS ^� 0 81 H 9'-D" HIGH (GALVANIZED) (� '- ` fo ONCRETE FILLED BOLLARD TYPICA OF CHAIN LINK FENCE WITH TWO 1'-2 1/2 L ^ { 5 - REFER TQ DETAIL 5b/SAT AN (2) SLIDING GATES •\ COORDINATE LOCATION WITH UTItUTIrEW/NON-SWIVEL OUTDOOR J 3 / CASTERS AT BOTTOM. CORE ' DRILL POST - COORDINATE LOCATIONS WITH UTILITIES. j Sl1t 8" 2'-8 5/8" 5' 6" 5'-6" 5'-6 fit/ " 4'-11 1/Z' 3'-0 1/2" 6 4" 4 1/2" 9'-7 "1/2" '-4" 7'-2" -4" 2'-7 1/2" 3/4" R 15 a REFER TO CIVIL AND / i v{ ELECTRICAL SHEETS. d FOR C/T CABINET 4'-0" 4.-0. 9 1/4 AND DISCONNECT DISCONNECT CAMINET METER ❑ f 2 6 34 •` 7 17 7 777 777 7 7 77 77 777 11,4 � W�AtLL PACK \ WALL PACK , O \ \ I . PLAN AT DUMPSTER ENCLOSURE SCALE: 3/8"=1'-0" [OI OreenherUFarrew 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION O5/11/16 COORDINATION SET PROFESSIONAL SEAL 9/1/16 ;,� FR K. V PROFESSIONAL. IN CHARGE F. GRIECO PROJECT MANAGER C. LUDWIG QUALITY CONTROL S. KOUGIAS DRAWN BY N. POLUHA PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE PROJECT NUMBER 20140710.0 SHEET TITLE DUMPSTER ENCLOURE PLAN & DETAILS SHEET NUMBER SA1 ----- ROUNDED CONCRETE TOP PAINTED 6" DIAMETER a STANDARD STEEI 0 o PIPE PAINTED # WITH CONCRETE FILL PAVING OR _. CONCRETE SLAB -, K I Z { - -•.._- ; i MINIMUM 18" DIAMETER CONCRETE - € FOOTING. MINIMUM 6" -- BELOW BOTTOM " I��� E i OF PIPE 5c DETAIL AT PIPE BOLLARD 5b DETAIL AT PIPE BOLLARD SA1 SCALE: 3/4"=1'-0" SA1 SCALE: 3/4"=V-0" �-- PAINT GATE SUPPORT PIPES BLACK TYP. 7" DIA. LOOSE PIPE: WELD} 4X6 PLATE 7" DIA. LOOSE PIPE: WELD TO 6" DIA. PIPE 8" SPLIT FACE BLOCK: SPLIT FACE AT EXTERIOR FACES TYP - REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE— BUILDING CHEDULE— BUILDING FLOOR FINISH " ELEVATION AT DUMPSTER ENCLOSURE SA1 SCALE: 3/8"=V-0" — -- FILL PIPE SUPPORTS W/CONCRETE - ROUNDED TOP 7'-0" HIGH GATE DOOR: PAIR GALVANIZED CANE BOLTS: HOLD 6" ABOVE SLAB DRILL 3" INTO SLAB 3/16" 9'-4" 17'-11" ROUNDED --- - CONCRETE TOP PAINTED 6" DIAMETER STANDARD STEEL PIPE PAINTED WITH CONCRETE FILL PAVING OR CONCRETE SLAB a• s M M I a E MINIMUM 18" 41 I ) € DIAMETER Ll ` CONCRETE FOOTING. MINIMUM 6" ' 1 , #� mm BELOW BOTtOM 1 (39" - { 9" OF PIPE i DETAIL AT PIPE a BOLLARD FOR GATES SA1 J SCALE: 3/4"=1'--0" 6" DIA, SUPPORT PIPE: T/PIPE-- AT 7'-9" ABOVE SLAB 2X2X3/16" TUBE FRAME AND CROSS BRACING W/1-1/2" TYPE B DECKING AT EXTERIOR FACE— PAIR 7'-D" HIGH GATE DOORS: HOLO 6" ABOVE SLAB 8'-11" N1 GINEMN F ca { PAVEMENT FINISH - REFER TO SITE PLANS FOR GRADE INFORMATION DUMPSTER (ENCLOSURE NOTES 1. CONCRETE SLAB AT DUMPSTER, APRON & SIDEWALK TO BE INTEGRAL COLOR BLACK PIGMENT: DAVIS COLOR 8084 GRAPHITE: 15#/YARD DAVIS COLORS 3700 EAST OLYMPIC BOULEVARD LOS ANGELS, CA 90023 800.356,4848 2. CONTRACTOR SHALL VERIFY SIZE': OF DUMPSTER WITH LOCAL WASTE HAULER AND ADJUST ENCLOSURE SIZE AS REQUIRED. 3. INSTALL GALVANIZED CHAiNLINK FENCE TO UNDERSIDE OF ROOF OVERHANG U~9'-0" V.I.F. INSTALL GALVANIZED CHAINLINK FENCE AT ENCLOSURE UP TO UNDERSIDE OF ROOF OVERHANG i9' -O". NO GAPS LARGER THAN 2" PERMITTED. FLOOR FINISH ?D.5 D.1 C1B.5 B.1 A.8 A.5 A.1 A6'-4 1/4" 18'-2" 2'-10 3/4"7 3/ 9'-5 7/8" 9-0 1/8" 91-3"7 5/ 1 2 / " 17'-11" 9'-4" 2'-9 3/4" UJ1 V) aw w CORNER CONCRETE FILLED CONCRETE FILLED BOLLARDS, TYP. OF 2 - BOLLARD, TYPICAL OF 1 f REFER TO DETAIL 5c/SA1 & REFER TO DETAIL 5a/SA1. 8" SPLIT FACE CMU WALL X STRUCTURAL 8'-4" HIGH (EXTERIOR SIDE IS SPLIT FACE) - REFER TO (4- =26 A3, A4, & EXTERIOR FINISH SCHEDULE UP --- 3 1/2" O.D. STEEL �! c' COLUMN FOR SUPPORT OF ROOF ABOVE (TYP. OF 4) HEAVY DUT DRAIN, n 7LO REFER CIVIL INC FOR - REFER TO STRUCTURAL LINE OF ROOF A �, TO DRAINAGE INFORMATION OVERHANG ABOVE I 6" CONCRETE SLAB - REFER 1 l SLOPE ! n TO STRUCTURAL FOR I 2 SLOPE REINFORCEMENT & TO GEOTECH H FOR SUBGRADE REQUIREMENTS ^� 0 81 H 9'-D" HIGH (GALVANIZED) (� '- ` fo ONCRETE FILLED BOLLARD TYPICA OF CHAIN LINK FENCE WITH TWO 1'-2 1/2 L ^ { 5 - REFER TQ DETAIL 5b/SAT AN (2) SLIDING GATES •\ COORDINATE LOCATION WITH UTItUTIrEW/NON-SWIVEL OUTDOOR J 3 / CASTERS AT BOTTOM. CORE ' DRILL POST - COORDINATE LOCATIONS WITH UTILITIES. j Sl1t 8" 2'-8 5/8" 5' 6" 5'-6" 5'-6 fit/ " 4'-11 1/Z' 3'-0 1/2" 6 4" 4 1/2" 9'-7 "1/2" '-4" 7'-2" -4" 2'-7 1/2" 3/4" R 15 a REFER TO CIVIL AND / i v{ ELECTRICAL SHEETS. d FOR C/T CABINET 4'-0" 4.-0. 9 1/4 AND DISCONNECT DISCONNECT CAMINET METER ❑ f 2 6 34 •` 7 17 7 777 777 7 7 77 77 777 11,4 � W�AtLL PACK \ WALL PACK , O \ \ I . PLAN AT DUMPSTER ENCLOSURE SCALE: 3/8"=1'-0" [OI OreenherUFarrew 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION O5/11/16 COORDINATION SET PROFESSIONAL SEAL 9/1/16 ;,� FR K. V PROFESSIONAL. IN CHARGE F. GRIECO PROJECT MANAGER C. LUDWIG QUALITY CONTROL S. KOUGIAS DRAWN BY N. POLUHA PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE PROJECT NUMBER 20140710.0 SHEET TITLE DUMPSTER ENCLOURE PLAN & DETAILS SHEET NUMBER SA1 Greenherghrrew 21 S. Evergreen Ave. Suite 200 Arlington Heights, Illinois 60005 t: 847 788 9200 f: 847 788 9536 COPYRIGHT NOTICE This drawing is the property of the above referenced Professional and is not to be used for any purpose other than the specific project and site named herein, and cannot be reproduced in any manner without the express written permission from the Professional ISSUE/REVISION RECORD DATE DESCRIPTION 05/11/16 COORDINATION SET PROFESSIONAL. SEAL 9/1/16 PROFESSIONAL IN CHARGE F. GRIECO PROJECT MANAGER C. LUDWIG QUALITY CONTROL S. KOUGlt1S DRAWN BY N. POLUHA PROJECT NAMIE CHARLOTTESVILLE VIRGINIA 455 ALBEMARLE SQUARE k r. L!J e X J -L ROADHOU5E r� PROJECT NUMBER 20140710.0 SHEET TITLE ROOF PLAN SHEET NUMBER A2