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WPO201600024 Plan - VSMP WPO VSMP 2016-08-26
NOTE: THE SITE IS LOCATED WITHIN FLOOD ZONE X (AREAS DETERMINED TO BE FEMA MAP OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN). NOT TO SCALE SHEET INDEX C0.0 COVER SHEET DEPARTMENT OF COMMUNITY DEVELOPMENT -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 PLAN C4.1 DRAINAGE PLAN C5.0 UTILITY PLAN C5.1 UTILITY PROFILES PH1.0 PHOTOMETRIC PLAN C6.0 EROSION CONTROL PLAN - PHASE 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 1-1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS L2.1 IRRIGATION NOTES & DETAIL SA1 DUMPSTER ENCLOSURE PLAN & DETAILS A2 ROOF PLAN GEOTECHNICAL ENGINEER: TERRACON CONSULTANTS, INC. 2401 BRENTWOOD RD. SUITE 107 RALEIGH, NC 27604 PH: (919) 873-2211 F: (919) 873-9555 SITE LANDSCAPING & IRRIGATION CONSULTANT: GREEN BERG FARROW 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©greenbergfarrow.com 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 R ROA 01,11111......-7�"A CHARLOTTESVILLE, VIRGINIA 455 ALBEMARLE SQUARE CHARLOTTESVILLE, VA 22901 ALBEMARLE COUTY PARCEL ID: 06100-00-00-12300 TAX MAP 061, PARCEL NO. 123 MAJISTERIAL DISTRICT: RIO DISTRICT ZONED: PD -SC PLANNED DEVELOPMENT SHOPPING CENTER DEVELOPER: TEXAS ROADHOUSE 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: GreenbergFarrow ANDRE PIMENTEL CIVIL PROJECT MANAGER 153 CORDAVI LLE ROAD, SUITE 210 SOUTHBOROUGH, MA 01772 (508)-229-0032 apimentel@greenbetgfarrow.com PAULA HUB ERT SR. DEVELOPMENT COORDINATOR 21 EVERGREEN AVENUE, SUITE 200 ARLINGTON HEIGHTS, I L 60005 (847)-788-9200 phubert@greenbergfarrow.com `OREz AI Y� ° u 019570 0611 °° 4AI.: ONE QF—� 4K rt t LOCATION MAP N.T.S. UTILITIES WATER AND SEWER: ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 2291.1 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 CALL 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 DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENTOF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVED by the Albemarie County Community Cevelorment Department Date', d. r;i�r, r0 1- r REVISION RECORD NO. DATE SHT No. DESCRIPTION 1 07/02/15 ARB PERMIT SET 2 01/22/16 ARB RESUBMITTAL 3 03/25/16 CIVIL PERMIT SET 4 05/11/16 COORDINATION SET 5 05/27/16 PERMIT SET R-1 6 06/02/16 LL/PRE—PERMIT REVIEW SET 7 06/06/16 BID SET 8 07/22/16 LANDLORD RESPONSE 9 07/26/16 PERMIT SET R-2 JOB NO. 20140710.0 DATE: 06-15-15 4 EASEMENTS/AGREEMENTS THAT AFFECT SUBJECT EASEMENTS THAT DO NOT AFFECT SUBJECT LEASE AREA: EASEMENTS THAT CANNOT BE DETERMINED: EASEMENTS/AGREEMENTS THAT AFFECT SUBJECT PROPER TY- SETBACK, HEIGHT, AND BULK STANDARDS TAKEN LEASED AREA, BUT CANNOT BE SHOWN. - VIRGINIA PUBLIC SERVICE EASEMENT - DRAINAGE EASEMENT - UTILITY, INGRESS, EGRESS AND DRAINAGE EASEMENT FROM CHAPTER 18, SEC 25A, ALBEMARLE COUNTY VA EASESE - VEPCO EASEMENT D B 506 PG 350 (EXCEP TION 5) - CENTRAL TELEPHONE COMPANY EASEMENT D.B. PG. 623 (EXCEPTION 18) ZONING' ORDINANCE - AGREEMENT FOR SANITARY SEWER INSTALLATION D.B. 645, PG. 195 (EXCEPTION 11) D.B 211, PG 31 (EXCEPTION 3) - ZBIGNIEW & ROSE ZABAWSKI EASEMENT - VEPCO EASEMENT - D.B. 585, PG. 553 (EXCEPTION 7) VEPCO EASEMENT - AGENCY AGREEMENT D.B. 212, PG. 481 (EXCEPTION 4) D.B 605, PG. 401 (EXCEP TION 10) D.B. 653, PG. 780 (EXCEPTION 12) D.B. 1123, PG. 44 (EXCEP TION 15) -VEPCO EASEMENT - RIGHT OF WAY TO COMMONWEALTH OFMENT D.B. 683, PG. 130 (EXCEPTION 12) - DEED OF CROSS EASEMENT D. B. 510, 530 (EXCEP TION 6) VA EASESE - VEPCO EASEMENT D.B. 1123, PG. 118 (EXCEPTION 16) - CENTRAL TELEPHONE COMPANY EASEMENT D.B. PG. 623 (EXCEPTION 18) D.B. 1425, PG. 466 (EXCEPTION 20) - EASEMENT RIGHT OF WAY D.B. 600, PG. 340 (EXCEPTION 8) D.B. 2946, PG. 137 (EXCEPTION 18) - 20' AND 15' SEWER EASEMENT D.B. 1282, PG. 78 (EXCEPTION 17 - CENTRAL TELEPHONE COMPANY EASEMENT - 20 WATERLINE EASEMENT D.B. 1447, PG 416 (EXCEPTION 21) - SHORT FORM OF LEASE D.B. 604, PG. 9 (EXCEPTION 9) D.B. 2173, PG. 661 (EXCEPTION 261) - 20' WATERLINE EASEMENT D.B. 626, PG. 303 (EXCEPTION 30) - DEED OF EASEMENT - GARDENS INVESTORS, LLC RIGHTS AND D.B. 1460, PG. 695 (EXCEPTION 22) D.B. 626, PG. 324 (EXCEPTION 30) D.B. 807, PG. 87 (EXCEPTION 13) EASEMENT - VEPCO EASEMENT D.B. 1616, PG. 236 (EXCEPTION 30) - VEPCO EASEMENT D.B. , . 230 (EXCEPTION 28) 1811 PG D.B. 1568, PG. 291 (EXCEPTION 24) D.B. 1765, PG. 419 (EXCEPTION 30) D.B. 844, PG. 751 (EXCEPTION 14) - MEMORANDUM LEASE - D.B. 672, PG. 675 (EXCEPTION 33)) TERMS, CONDITIONS, PROVISIONS AND EASEMENT - DEED OF LEASE - RIGHT OF WAY GAS LINE EASEMENT ,s D.B.4596, PG. 743 (EXCEPTION 35) D.B. 2367, PG. 108 (EXCEPTION 31) D.B. 2946, PG. 137 (EXCEPTION 19) NOTES AND THE FIELD WORK ON AND UPDA - JUNE 16. 2016. D.B. 3293, PG 443 (EXCEPTION 31) — WATERLINE EASEMENT 1464, PG. 56 (EXCEPTION 23) 1•) THIS SURVEY WAS MADE WITH THE BENEFIT OF A TITLE COMMITMENT FROM FIRST AMERICAN TITLE — MEMORANDUM OF LEASE D.B. 4299, PG. 568 (EXCEPTION 32) N DRY SEWER E — SANITARY COMPANY NATIONAL COMMERCIAL SERVICES No. NCS -724491, EFFECTIVE FEBRUARY 5, 2015 D.B. 4299, PG. 577 (EXCEPTION 32) 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 — TERMS, CONDITIONS & PROVISIONS D.B. ----, PG.---- (EXCEPTION 34) D.B. 3805, PG. 136 (EXCEPTION 2 7) WITHIN ZONE 'Y' COMMUNITY PANEL No. 51003CO278D, DATED: FEBRUARY 4, 2005 3) ONLY SURFACE INDICATIONS OF UNDER GROUND U T/L/ TIES WERE L OCA TED ON THIS SUR VE Y I 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 THAT ANY STRUCTURE EXCEEDING: THIRTY—FIVE (35) FEET IN HEIGHT SHALL BE SET BACK FROM ANY STREET RIGHT—OF—WAY OR SINGLE—FAMILY RESIDENTIAL OR AGRICULTURAL 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. VICINITY MAP — 1""-2000" 1 - CASTLE GARDENS SHOPPING CENTER EASEMENT D.B. 2673, PG. 329 (EXCEPTION 29) ' 4.) ZONING. PD -MC EM ** ALL SETBACKS, HEIGHT RESTRICTIONS, PARKING FH 5.) THIS PARCEL HAS DIRECT ACCESS SEMINOLE TRAIL WHICH IS A PUBLIC DEDICATED RIGHT-OF-WAY. REQUIREMENTS, AND BULK STANDARDS SHOWN OR SHRUBS 6.) PARKING PROVIDED..............15 REG. SPACES NOTED ON THIS PLAT ARE OPEN TO INTERPRETATION CERTIFICATION LIGHT POLE ................0 HCP SPACES D BY THE ALBEMARLE COUNTY OFFICIALS p SANITARY SEWER MANHOLE 15 TOTAL SPACES_ CONDUIT TO. TEXAS ROADHOUSE HOLDINGS LLC, FIRST AMERICAN TITLE COMPANY.• _ -' - -- � - - APPROXIMA TE LOCA TION OF - -'- -- - RIO ASSOCIATES LIMITED 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 IT IS BASED WERE MADE /N ACCORDANCE WITH THE 2011 D. B. 4596, PG. 743 "� - _ MHS MIN/MUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE ZONING. PD -MC 604 A LBEMARLE SQ - - - _TOP: 489.58 —� SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. WAS COMPLETED MARCH 21, 2015 TED ,s __1 - ss ss ss - SS Ss 15' SEWER GAS EASEMENT AND THE FIELD WORK ON AND UPDA - JUNE 16. 2016. D.B. 1447, PG. 416 - / MHS (SEALED) / n .r. elf / ��° TOP/ 486.60�I C NAIL .. 3C ,�C �. I / NAIL SET iS24'21'30"W � 220.00' 1/ SETS ;..W , eC 10 II �° CONCRETES riLANDING ll EDGE OF i ° E o TYPES°36 "CMP �� PAVEMENT/DISTI?BED I µ I 20' SEWER AND GAS h 473119 ' AREA RIO ASSOC/ATFS LIMITED PARTNERSHIP r °" a �... APPROX/MA TE I I I EASEMENT TYPE. 36 CMP ASPHALT I D.B. 1447, PG. 416 473.16 PARCEL /D: 06100-00-00-12300 LOCATION OF 3 , �TYPE: 36 CMP � (PART OF) `' � � � I ' � � I s� 20 WA TERLINE I `�,4a PROPOSED � t � I 473.34 GRA TE D.B. 4596, PG. 743 ASPHALT i� BUILDING EASEMENT € INLET Q � ZONING: PD -MC I °� I I D.B. 1460, PG. 695 ' cV V ` - WA TER VAULT s (BROKEN) I LEASE AREA: 0.68 ACRESgy I 0 I I I 29,700. 00 SQ FT UNDERGROUND / 604 ALBEMARLE SQ I--APPROXIMA TEz € DETENTION SYSTEM I s i UNDER CONSTRUCTION _ _ It .� ( LOCATION OF — EDGE OF (INVERTS UNKNOWN) QUICK CLAIM C l �'� I I VEPCO EASEMENT O �° C t � PAVEMENT DISTURBED � p. t I D.B. 683, PG. 130 AREA.. ....... .. ASPHAL T CONCRETE VAUL T 1W \. RAFFIC SIGNAIL EASEMENT j \ HWY. PLAN, \ 029-002-119 -� RW -20 �Uf —UGP GP — UGP — PARKING I I SETBACK nuc -z 1 3 UTILITY EASEMENT ` - 4.54 IFt I �, � � o HWY. ALAN 6029-002-119 RV1�2 i� dam' 75.83' 'I ( (GREASE TRAP) � I 38.17 TYPE: 36"CUP c6 1 STORY BRICK BUILDING to TYPLr,F�3 "CMP 472.89 1, 593 SQ FT N �° APPROXIAAA TEf LOCA Tl0/ TYPE. 36 C P.I 47 ° .: 03 I FF ELEVA TION: 486.19 I NEW VEPCO EASE IEN T 1 3 i 473.18 HEIGHT -+9.0 CONCRETE 4 PG. 130 ` t I i�. D.B. 683, ` � �j it P I I t I STOP: 484.54JO.87' C� I � �� I� �` r I °° I I `O i I RIGHT OF WAY �- - - - - - - - -� INV.• 479.54\ 16.51 " C fl VEPCO EASEMENT BUILDING \ 12 RCP 0 C I SE TBA CK TYPE. • 18 "RCP_ y C� SIJ- - D.B. 1425, PG. 410 - �� --�-- IN T---�-�- ---- ---- UR ---- INV 479;45 YPE.•18RCP ,� I 479.20 PAINTED UTILITY T_/1_ �E �I - MHD (UNKNO WN) VEPCO EA f- -- ° -(- --------- = C �i 485.76 n- \ (6 n n n 2.B. -.B . -156-8, -PG. -2 —91—�©- AS—G9 —_NAILMHE AS G�ASNAIL 0 , -GAS 0—,AS GAS 220.0 TOP: 484.34 - GAS SET .. 22-9.6-2 SET , WALL'3D"- ,.E7497TYPE- 12 O O® � "" `' O 1 INV 489.09 DRAINAGE EASEMEINT 489.09 s�'lDE WALK i HWY. PLAN 6029-002-1.19 RW -20 '� °`� `� �� °'� °� �° MHD MHE f449' SOUTH LINE TOP: 466.49 TOP: 491.55 OF RIO ROAD EAST APPROXIMATE LOCATION OF VEPCO SEMINOLE TRAIL EA SEMEN T D.B. 653, PG. 780 U.S. ROUITE 29 PERM. VDOT AND DOMINION EASEMENT VAR/ABLE WOTH R/W DRAWN B Y.• SDF LEGEND • BOLLARD EM ELECTRIC METER FH HEA T PUMP TREE 4 SHRUBS SIGN LIGHT POLE CLEAN OUT D DRAINAGE MANHOLE p SANITARY SEWER MANHOLE O CONDUIT LT H OF G' DRAFT KARL T, L IPSCOMB LIC, ND, 3218 07-14-2016 NP SURV METES AND BOUNDS AT THE EAST LINE OF SEMINOLE TRAIL, U.S. ROUTE 29, A VARIABLE WIDTH RIGHT OF WAY, SAID POINT BEING —+270' TO THE NORTH LINE OF RIO ROAD EAST, A VAR/ABLE WIDTH RIGHT OF WAY, THENCE ALONG SEMINOLE TRA/L, N24 21 '30 "E, 229.62' TO THE POINT OF BEGINNING, THENCE CONTINUE ALONG SEMINOLE TRAIL 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 '30 "W, 220.00' TO A POINT,• THENCE N65'38'30"W, 135.00' TO THE POINT OF BEG/NN/NG. SAID LEASE PARCEL CONTAIN/NG 0.68 ACRE OR 29, 700.00 SQUARE FEET. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. �LT�/14C,�5'lll L14NI> TITLE ,�S'U�,'Il�'Y Off' 0.69 ,e4CRZ,�S'' OF Z"T A I.M4TZI 14T ,�5'Z'1111NOZZ' TR141Z, U. AF ROUT' ,2e9 ChT14RZOTTZ,S''Il1ZZZ' I>I,S'TRICT 14ZffZj94RZZ Mi V.TT, IIIRGINI�4 SCALE 1 " = 20' REVISED JULY 14, 2016. MA Y 11 2015 Townes SITE ENGINEERING 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VIRGINIA 23832 PHONE.• (804) 748-9011 FAX. • (804) 748-2590 CHECKED BY - METES Y.• 0 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 TIMES 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 SUB—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. I. 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 EXISTING STRUCTURAL CONDITIONS MAKE STRICT COMPLIANCE WITH THE ABOVE (D) 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 AND 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 SHALL 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. GreenherUFarrow 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 PROFE#51Oft1LAL a 2r,N,d'�t11;1'II (){. ta �z J0 L;c. No. J 7U LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD RE". 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 C1.0 11�63 oil, I � — (b9 so 4A + t1" `T -r — H- I ., .''1,. t ,. ,.... d .r .r-..�. .Lal. : ,a N I / f M _ f , x Il jr /��X�!���y/� � � f � c�..� f1�R a %, � e ' .,.< �...,._..,.<. „« GENERAL DEMOLITION NOTES: U k A, , ................ T._I ..-,..e,m,...m.,....,....,..,. 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY AND TEMPORARY CONSTRUCTION ENTRANCE 14. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED, THE FINAL GRADE OF BACKFILL IN DEMOLITION STATE, AND/OR GOVERNING BODY'S STANDARDS. , ; AREAS SHALL BE COMPACTED PER THE FINAL GEOTECHNICAL REPORT TO PRESENT A NEAT, WELL DRAINED REMOVE EXISTING CONCRETE AND GRADE AREA PER 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. REMOVE EXISTING ASPHALT AND GRADE PER GRADING CONTRACTOR SHALL GRADE SITE TO EXISTING STORM DRAINAGE SYSTEM TO REMAIN ON SITE. PLAN & FINAL GEOTECHNICAL REPORT. ,. , EXISTING BUILDING TO BE DEMOLISHED. GRADE AREA 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF DEMOL17ION �—.is:3 15. EXISTING TREES TO REMAIN SHOULD BE PROTECTED FROM DAMAGE DURING DEMOLITION, RELOCATION AND 11�63 oil, I � — (b9 so 4A + t1" `T -r — H- I ., .''1,. t ,. ,.... d .r .r-..�. .Lal. : ,a N I / f M _ f , x Il jr /��X�!���y/� � � f � c�..� f1�R a %, � e ' .,.< �...,._..,.<. „« GENERAL DEMOLITION NOTES: U k A, , ................ T._I ..-,..e,m,...m.,....,....,..,. 1. ANY DEMOLITION IS TO BE PERFORMED IN STRICT CONFORMANCE WITH ALL APPLICABLE CITY, COUNTY AND TEMPORARY CONSTRUCTION ENTRANCE 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 REMOVE EXISTING CONCRETE AND GRADE AREA PER 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. REMOVE EXISTING ASPHALT AND GRADE PER GRADING CONTRACTOR SHALL GRADE SITE TO EXISTING STORM DRAINAGE SYSTEM TO REMAIN ON SITE. PLAN & FINAL GEOTECHNICAL REPORT. 9. BUILDING AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR EXISTING BUILDING TO BE DEMOLISHED. GRADE AREA 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF DEMOL17ION 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. 1. REPRESENTATIVE. -- ---------- 4. THE PURPOSE OF THIS DRAWING IS TO CONVEY THE OVERALL SCOPE OF WORK AND IT IS NOT INTENDED ' 16. THE CONTRACTOR SHALL COORDINATE WORK TO ENSURE ACCESS TO ADJACENT PROPERTIES AT ALL TIMES. 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 TO SILT SOCK 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 CF 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 EXISTING UTILITY STRUCTURE TO BE \ , ACCORDANCE WITH SPECIFICATIONS AND THE FINAL GEOTECHNICAL REPORT. Y 5. THE DEMOLITION PLAN IS INTENDED TO SHOW REMOVAL OF KNOWN SITE FEATURES AND UTILITIES � �EFORE 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 �Oo 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 FEDERALs � S� OWNER. LAWS AND ORDINANCES. 6. THE CONTRACTOR SHALL CONTACT RESPECTIVE UTILITY COMPANIES PRIOR TO DEMOLITION TO COORDINATE DISCONNECTION AND REMOVAL OF EXISTING UTILITIES WITHIN THE AREA OF WORK. 7. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES THAT ARE INTENDED TO CONTINUE TO PROVIDE SERVICE WHETHER THESE UTILITIES ARE SHOWN ON THE PLAN OR NOT. PRELIMINARY PLANS NOT FOR CONSTRUCTION 13. ALL MATERIAL, EXCEPT THAT BELONGING TO A PUBLIC UTILITY COMPANY OR DENOTED FOR SALVAGE, SHALL BECOME PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE OWNER OF WATER, ELECTRIC, OR GAS METERS WHEN THE METERS ARE READY FOR REMOVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH LOCAL REQUIREMENTS. DISCONNECT TRANSFORMERS AS REQUIRED FOR BUILDING DEMOLITION. ONE C GRAPHIC SCALE 1 inch = 20 ft DEMOLITION LEGEND: 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 ACTIVITIES. SEE EROSION CONTROL PLAN. OD4 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. D10 EXISTING STORM SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION. D11 REMOVE EXISTING STORM SEWER LINE. D12 REMOVE EXISTING STORM SEWER STRUCTURE. D13 EXISTING CURB TO BE REMOVED. D14 EXISTING TREES TO REMAIN. PROTECT FROM CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION D15 EXISTING UTILITY LINE TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. D16 EXISTING UTILITY STRUCTURE TO BE REMOVED. D17 EXISTING GREASE TRAP TO REMAIN. PROTECT FROM CONSTRUCTION D18 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. D20 REMOVE EXISTING CONCRETE SIDEWALK AND CURBS. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. D21 REMOVE EXISTING UTILITY STRUCTURE. D22 REMOVE EXISTING ASPHALT PAVEMENT. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. D23 TEMPORARY CONSTRUCTION FENCE TO PREVENT PUBLIC ACCESS D24 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. D25 EXISTING WATER METER TO BE RELOCATED PER ACSA REQUIREMENTS. D26 EXISTING ASPHALT PAVEMENT TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. D27 APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER LINE TO BE REMOVED (f56') AND REPLACED WITH 8" PVC SEWER. SEE UTILITY PLAN. D28 APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION D29 EXISTING TRANSFORMER TO REMAIN. PROTECT FROM CONSTRUCTION D30 APPROXIMATE LOCATION OF EXISTING ELECTRIC SERVICE FOR #355 TO BE RE-ROUTED. SEE UTILITY PLAN. D31 EXISTING SITE LIGHTING FIXTURE TO REMAIN. PROTECT FROM CONSTRUCTION D32 EXISTING LANDSCAPE ISLAND TO BE REBUILT AFTER WATER METER INSTALLATION. REMOVE EXISTING TREE AND PLANTINGS WITHIN THE ACSA EASEMENT AREA. Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 01032 . 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 PROFE$SI,Q'NYiL IS11*11"Six 'L 0 V �a 11IN!I NOt'1), A1) 7.0 1, 0 4 LICENSE # 04012019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MAANAGER ANDRE PIMENTIEL 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 C2.0 TEMPORARY CONSTRUCTION ENTRANCE REMOVE EXISTING CONCRETE AND GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. REMOVE EXISTING ASPHALT AND GRADE PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. EXISTING BUILDING TO BE DEMOLISHED. GRADE AREA / PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. CLEAR AND GRADE AREA GRADE PER GRADING PLAN & FINAL 1. GEOTECHNICAL REPORT. -- ---------- EXISTING VDOT ROW ' APPROXIMATE LIMIT OF CONSTRUCTION/DISTURBANCE EXISTING UTILITY LINE TO BE PROTECTED AND 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. 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 ACTIVITIES. SEE EROSION CONTROL PLAN. OD4 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. D10 EXISTING STORM SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION. D11 REMOVE EXISTING STORM SEWER LINE. D12 REMOVE EXISTING STORM SEWER STRUCTURE. D13 EXISTING CURB TO BE REMOVED. D14 EXISTING TREES TO REMAIN. PROTECT FROM CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION D15 EXISTING UTILITY LINE TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. D16 EXISTING UTILITY STRUCTURE TO BE REMOVED. D17 EXISTING GREASE TRAP TO REMAIN. PROTECT FROM CONSTRUCTION D18 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. D20 REMOVE EXISTING CONCRETE SIDEWALK AND CURBS. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. D21 REMOVE EXISTING UTILITY STRUCTURE. D22 REMOVE EXISTING ASPHALT PAVEMENT. GRADE AREA PER GRADING PLAN & FINAL GEOTECHNICAL REPORT. D23 TEMPORARY CONSTRUCTION FENCE TO PREVENT PUBLIC ACCESS D24 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. D25 EXISTING WATER METER TO BE RELOCATED PER ACSA REQUIREMENTS. D26 EXISTING ASPHALT PAVEMENT TO REMAIN. PROTECT THROUGHOUT CONSTRUCTION. D27 APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER LINE TO BE REMOVED (f56') AND REPLACED WITH 8" PVC SEWER. SEE UTILITY PLAN. D28 APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER LINE TO REMAIN. PROTECT FROM CONSTRUCTION D29 EXISTING TRANSFORMER TO REMAIN. PROTECT FROM CONSTRUCTION D30 APPROXIMATE LOCATION OF EXISTING ELECTRIC SERVICE FOR #355 TO BE RE-ROUTED. SEE UTILITY PLAN. D31 EXISTING SITE LIGHTING FIXTURE TO REMAIN. PROTECT FROM CONSTRUCTION D32 EXISTING LANDSCAPE ISLAND TO BE REBUILT AFTER WATER METER INSTALLATION. REMOVE EXISTING TREE AND PLANTINGS WITHIN THE ACSA EASEMENT AREA. Greenberghrrow 153 Cordaville Road, Suite 210 Southborough, MA 01772 t: 508 229 01032 . 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 PROFE$SI,Q'NYiL IS11*11"Six 'L 0 V �a 11IN!I NOt'1), A1) 7.0 1, 0 4 LICENSE # 04012019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MAANAGER ANDRE PIMENTIEL 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 C2.0 PROPOSED LEGEND: O O o ® 0 LEASE LINE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY EXISTING VDOT ROW CONCRETE CURB PROPOSED CURB TRANSITION PROPOSED FLUSH CONDITION PROPOSED PARKING SPACES GREASE TRAP (SEE UTILITY PLANS) DRAINAGE STRUCTURES (SEE GRADING & DRAINAGE PLAN) GAS METER FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION (FDC) SANITARY SEWER SAMPLING MANHOLE/CLEANOUT (SEE UTILITY PLAN) PROPOSED SITE LIGHTING FIXTURE PRELIMINARY PLANS NOT FOR CONSTRUCTION ....T�'C`., , -'�L til: ��:ryi;a,:>__r�.....�1w�-_i1,��rtJ . �'+.:. -"-=-- c.--.,�- rt o.�..-.. s--•.,.�-mac.,.- -.-.,, , .,>�..--... c ac �r 406 4EW41 y f y.. �t VA .0 U ,TiL s. is S13 S6. STANDARD -DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 6" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. HEAVY-DUTY PAVEMENT. 3" ASPHALT SURFACE COURSE OVER 8" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. LANDSCAPE AREA (SEE LANDSCAPE PLAN FOR DETAILS) 5' CONCRETE SIDEWALK OVER 6" COMPACTED BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 5" INTEGRAL BLACK COLORED CONCRETE SIDEWALK OVER 4" COMPACTED CRUSHED STONE BASE. SEE DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 6" INTEGRAL BLACK COLORED CONCRETE PAVEMENT/SIDEWALK. OVER 4" COMPACTED CRUSHED STONE BASE. SEE STRUCTURAL DETAILS AND FINAL GEOTECHNICAL REPORT FOR ADDITIONAL INFORMATION. 0 RIO GENERAL SITE NOTES: 30 R JEEINI A 1 Nq ! a,. -MEA �A PA N 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 TOTAL LEASE AREA: 29,700 S.F. (0.68 ACRES) ZONED: PLANNED DEVELOPMENT SHOPPING CENTER (PD -SC) MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN 2. IF THE CONTRACTOR, IN THE COURSE OF THEE WORK, FINDS ANY DISCREPANCIES ACCORDANCE WITH THE SPECIFICATIONS. BETWEEN THE PLANS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, OR ANY ERRORS TOTAL LOT AREA 0.682 ACRES 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 D)ONE AFTER SUCH A DISCOVERY, UNTIL ARB PERMIT SET AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISIK. 14. ALL DUTY PAVEMENT AND CONCRETE SECTIONS SHALL FOLLOW THE 05/11/16 COORDINATION SET 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. 7/22/16 LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 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 LATIEST CONSTRUCTION SPECIFICATIONS AND PARKING REQUIRED: 97 SPACES 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 (7,420/1000)*13 = 96.5 = 97 SPACES SPECIFICATIONS TO BE THE STRONGER, IN OWNER'S AND ITS ENGINEER'S DETERMINATION, 6. NOTIFY THE MUNICIPAL INSPECTOR TWENTY-FIOUR (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, TRH PARKING WITHIN LEASE AREA: 18 SPACES INC. DATED MAY 29, 2015 FOR THIS PROJECT. THE OWNER MUST REVIEW AND APPROVE 7. THE CONTRACTOR SHALL CAREFULLY PRESERWE 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. 9. ALL DIMENSIONS ARE FROM FACE OF BUILDING, CURB, AND WALL UNLESS OTHERWISE SPECIFIED ON PLANS. 10. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND S2 PROPOSED MONOLITHIC CURB AND SIDEWALK. 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: GreenberUFarrow 153 Cordaville Road, Suite 210Southborough, MA 01772 t: 508 229 0032 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: 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 TOTAL LOT AREA 0.682 ACRES IMPERVIOUS AREA 0.461 ACRES (67.6) ISSUE/REVISION RECORD PERVIOUS AREA 0.221 ACRES (32.4%) BUILDING COVERAGE 7,163 SF FLOOR AREA RATIO 24.1% OPEN SPACE 7,580 SF (25.5%) PAVED PARKING & VEHICLE CIRCULATION 9,061 SF (30.5%) DATE DESCRIPTION07/02/15 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 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. 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 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 St 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). S6 PROVIDE 5" INTEGRAL BLACK CONCRETE SIDEWALK. (SEE DETAILS). S7 PROVIDE 6" INTEGRAL BLACK CONCRETE PAVEMENT/SIDEWALK AT TRASH ENCLOSURE AND PROFESSIONAL SEAL DUMPSTER PAD LOCATION. (SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION). S8 PROPOSED HANDICAP RAMP (SEE GRADING PLAN AND DETAILS). S9 PROPOSED SITE LIGHTING FIXTURE. PROVIDE BRUSHED ALUMINUM FINISH TO MATCHIGS EXISTING FIXTURES. (SEE LIGHTING PLAN PH1.0) S10 PROPOSED HANDICAP SIGN. (TYPICAL OF 4, SEE DETAIL). S11 PROPOSED PAINTED HANDICAP SYMBOL & STRIPING (TYPICAL OF 4 SYMBOLS, SEE DETAILS). S12 6" WHITE (TRAFFIC PAINT) PAINTED PARKING STALL STRIPING (TYPICAL)..,:` S13 STANDARD -DUTY PAVEMENT. (SEE DETAIL). V * - }� 0 �i fIt O� ;' el : r3 3y L, w, ti 'k (,. LICENSE t w,�15402(15 S14 HEAVY-DUTY PAVEMENT (SEE DETAIL). PROFESSIONAL IN CHARGE S15 LANDSCAPED AREA. (SEE LANDSCAPE PLAN FOR DETAILS). JOHN NOURZADI P.E. PROJECT MANAGER Si 6 PROPOSED CONCRETE WHEEL STOPS, (TYP. OF 18) SEE DETAIL. ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS P.E. S17 PROPOSED STOP SIGN & BAR. DRAWN BY GIOVANNI FODERA E.I.T. S18 PROPOSED BUILDING PER ARCHITECTURAL PLANS, MECHANICAL UNITS, INCLUDING THE HVAC SYSTEM, WILL BE LOCATED ON THE ROOF. HVAC UNITS SHALL BE SCREENED. S19 EXTERIOR WAITING AREA WITH BENCHES. (SEE ARCHITECTURAL PLANS FOR DETAILS). PROJECT NAME S20 SCREENED DUMPSTER ENCLOSURE. SEE ARCHITECTURAL PLANS. TEXAS S21 DUMPSTERS (TYPICAL OF 3), WITHIN SCREENED ENCLOSURE. S22 PROPOSED HEAVY DUTY AREA DRAIN. (SEE UTILITY PLAN & DETAILS). ROADHOUSE 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). CHARLOTTESVILLE S26 PROPOSED GREASE INTERCEPTOR. (SEE M.E.P. PLANS FOR DETAIL). VIRGINIA S27 PROPOSED SAMPLING SANITARY MANHOLE. (SEE UTILITY PLANS FOR DETAIL). S28 PROPOSED 12' X 25' LOADING AREA 455 ALBEMARLE SQUARE S29 PROPOSED PAINTED PEDESTRIAN CROSSWALK (SEE DETAILS). ALBEMARLE COUNTY S30 INTEGRAL BLACK CONCRETE RAISED SIDEWALK WITH RAILING. (SEE GRADING PLAN FOR TOP/BOTTOM OF CURB ELEVATIONS). S31 EXISTING DOT DETENTION POND. 532 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. Q o, S34 PROPOSED FIRE HYDRANT. SEE UTILITY PLAN. -i i i 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. S38 PROPOSED PEDESTRIAN CROSSING SIGN. SEE DETAILS. PROJECT NUMBER 20140710,0 S39 RESTORES EXISTING LANDSCAPE AREA WITH SIMILAR PLANTING APPROVED BY THE LL. NO TREES WITHIN ACSA EASEMENT AREA. ACSA WILL ONLY ALLOW SMALL SHRUBS SHEET TITLE NEAR METER VAULT. g ORE Y� �O O� SS 2 G ONE Cp�� rp AT:)uT0 Qr AT V SITE LAYOUT PLAN SHEET NUMBER C3.0 GENERAL GRADING/DRAINAGE NOTES: , (5'EAxEr�; ` TC=484.90 4nk CF ::j III `_ 7. LOCATE AND PROTECT ALL UTILITIES ASSOCIATED WITH THE PROJECT PRIOR TO CONSTRUCTION. h�BC-485.30 ! M Go 8. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING SITE WORK. THESE MEASURES SHALL BE 3 MAINTAINED THROUGHOUT CONSTRUCTION. `;/ TC=485.85 N ,, BC=485.35 ,;, 9. MAINTAIN PROPER SITE DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PREVENT STORM WATER FROM,/'► RUNNING INTO OR STANDING IN EXCAVATED AREAS. 458.35 ' o 10. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO GRADING. ` TW=488.45 r, ao. U, BW=486.50 +\ 11. GRASS CUT AND FILL SLOPES SHALL HAVE A MAXIMUM SLOPE OF 3:1, AND 2:1 WITH GEOTEXTILE MATTING. °O ' r. N (LANDLOCK TRM 450 OR EQUIVALENT). Y .. ` 486.20 I °a 12. ALL EXCAVATION SHALL INCLUDE CLEARING, STRIPPING AND STOCKPILING TOPSOIL, REMOVING UNSUITABLE MATERIALS, THE CONSTRUCTION OF EMBANKMENTS, CONSTRUCTION FILLS, AND THE FINAL SHAPING AND TRIMMING TO THE THE LINES AND GRADES SHOWN ON THE PLANS. 1486.35 I, 486 75 13. ALL TREES, BRUSH, AND ORGANIC TOPSOIL AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED;, Ie 486.50 HI70 UNLESS OTHERWISE SPECIFIED, AND DISPOSED OF Al AN OFF-SITE LOCATION, WITH THE EXCEPTION THAT ENOUGH I r., TOPSOIL SHALL BE RETAINED FOR RESPREAD AND GENERAL LANDSCAPING. FILL PLACED ABOVE AN APPROVED I I SUBGRADE SHOULD BE TESTED TO ENSURE THAT 95% OF THE STANDARD PROCTER MAXIMUM DRY DENSITY HAS 486.45] BEEN ACHIEVED WITHIN A LATERAL DISTANCE OF 24 INCHES OF STRUCTURE, PAVEMENT, AND CURB AREAS.. FILL A / PLACED ABOVE AN APPROVED SUBGRADE SHOULD BE TESTED TO ENSURE THAT 85% OF THE STANDARD PROCTER _,.w.... MAXIMUM DRY DENSITY HAS BEEN ACHIEVED WITHIN LANDSCAPE ISLANDS OR OTHERWISE NON-STRUCTURAL. AREAS. 486.\ 0 � 1 486.30 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 N ". CURBS AFTER CURB CONSTRUCTION. fi r Al, TC: 486.40 BC=485.90 18. THE PAVEMENT SUBGRADE AND BASE COURSE MATERIAL SHALL BE INSPECTED AND APPROVED BY THE TC=486.00 ENGINEER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTING THE BASE AND SURFACE COURSES THEREON. BC=485.50 19. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE TO ALL INLETS AND CATCH BASINS. AREAS OF SURFACE (SEALED)u 4(. -. _ ,..., . INI FT 1 DI -1 " . PONDING SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. , �r. (a _12 RCIII III RIM; --48-1,25 ._... G5 S= .40% 0 20. IF AREAS ARE DISTURBED BEYOND PROPOSED GRADES BY NEGLIGENCE OF THE CONTRACTOR, THE '. y _ 12," INV 480.70 CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY REGRADING OR REPAIR TO MATCH ORIGINAL EXISTING �� � ==o zCF c CONDITIONS. -1" I 21. SHORING SHALL BE DONE AS NECESSARY FOR THE PROTECTION OF THE WORK AND FOR THE SAFETY' OF LI. PERSONNEL. SHORING SHALL BE IN ACCORDANCE WITH ALL O.S.H.A AND LOCAL REGULATIONS. f G"i2 =DOT PERMANENT EASEMENT 22. STRUCTURES FOR STORM SEWERS SHALL BE IN ACCORDANCE WITH THE PLANS AND THE APPLICABLE NAIL STANDARD SPECIFICATIONS. WHERE GRANULAR TRENCH BACKFILL IS REQUIRED AROUND THESE STRUCTURES, THE 5� COST SHALL BE CONSIDERED AS INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THEaft -x G2 STRUCTURE. %� / i \ �6 > ,'? • I I , 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. � w £G 2 i DOG HSE. INL92 (DI-1��:::.., . RIM=484.50 G9 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. SF - G5 18 HDPE, L=5.3' - S=1.40% G7 - RIM=486.30 6" INV.=481.40 12" INV.=480.20 ,y18 INV= 49 7 ,1 INV .( -47 70 / J...../ ll S.E T S 10M ., _....._.................... :� .._....... .. ........:.�-�.,,w. ':... ,:.-__ „ f `rte_ 5'0Us r } 1 ' = �_ ,�„. -r., . > /''� G5 18" HDPE. L=144.3' =.)S=1.40% LEDGE EXCAVATION: 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. N ,FSA 5 / G pQVORE yC\ O SS v Z_ ONE 0P\v GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 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 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 PROFESSIONAL SEAL Ni AD RLic. No. 19570t� LICENSE t*02%95h 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 GRADING & DRAINAGE PLAN SHEET NUMBER C4.0 INLET#1 us"A lip �.- --- 6 6 o o O �NGO CQ9 g 1 j w yu s r a i LEASE LINE Flow Time (mim) A x C R-1 8 9 IMP. AREA (C=0.9) CURB TRANSITION 0.05 Pipe - PROPOSED STORM SEWER PIPE 0.05 PROPOSED CONTOUR (TRH) l Velocity (fps) STORM SEWER INLET O STORM SEWER CLEANOUT O STORM SEWER MANHOLE TOTAL AREA 0.06 1 00 0.05 0.05 0.09 Weighted C 0.90 0.82 0 (, 2 I 1, 4 5 6 C" O R 10 11 1 d- 13 Invert Elevation (ft) 16 0.047 18 19 0.36 0.29 I v 0.31 0.55 - �• :.7'i y o 00 7.48 7.48 7.48 14 15 1.10 R� o q 1.10 1.10 CxAxCf 0.059 0.047 0,118 v p 0.091 L.Q25 0.44 0.35 0.88 T� 0.39 0.68 E C: a c INLET DOT 6-12 ( IN FEET ) 1 inch = 15 ft. PIPE CAPACITY COMPUTATION SHEET 10YR STORM Project: Texas Roadhouse , Charlottesville Route: Station: N/A County: Albemarle, VA Node ID LEASE LINE Flow Time (mim) A x C R-1 8 9 IMP. AREA (C=0.9) CURB TRANSITION 0.05 Pipe - PROPOSED STORM SEWER PIPE 0.05 PROPOSED CONTOUR (TRH) l Velocity (fps) STORM SEWER INLET O STORM SEWER CLEANOUT O STORM SEWER MANHOLE TOTAL AREA 0.06 0.05 0.13 0.05 0.05 0.09 Weighted C 0.90 0.82 0.83 1 2 3 4 5 6 7 O R 10 11 12 13 Invert Elevation (ft) 16 0.047 18 19 0.36 0.29 0.71 v 0.31 0.55 - �• :.7'i y o 7.48 7.48 7.48 7.48 14 15 1.10 ry. v o q 1.10 1.10 CxAxCf 0.059 0.047 0,118 v p 0.091 L.Q25 0.44 0.35 0.88 0.36 1 0.39 0.68 E C: a c D v No V -6 a g II -n as 0 N - -� @ T ov (D- INLET#1 - 5 - 5.00 0.06 0.06 7.48 0.44 12 �. 0.013 25 480.70 480.60 0.004 3 3 MH#1 MH#3 m < INLET#1 MH#1 5 - 5.00 0.05 0.05 6.67 0.36: 12 RCP 0.013 25 480.70 480.60 0.004 2.25: 2.87 0.46 MH#1 MH#3 5 - 5.00 0.04 0.10 6.67 0,65 12 HDPE 0.013 93.8 480.60 480.20 0.004 2.33 2.96 0.82 5.00 0.21 0.24 7.48 1.81 12 HDPE 0.013 11.1 482.50 482.25 0.023 5:35: 6.81 2.30 EXMH-1 MH#3 5 - 5.00 0.99 1.23 7.48 11.03 18 HDPE 0.013 144.3 481.75 479.70 0,014 12.5 2 `, 7.09 6.24 INLET#3 EXMH-1 5 - 5.00 0.19 0.19 6.67 1.27 12 HDPE 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 HDPE 0.013 144.3 481.75 479.70 0.014 12152 7.09 4.83 5.00 0.05 1.39 7.48 10.37` 24 RCP 0.013 15.1 479.10 475.40 0.245 `,111:98 35.65 3.30 INLET#2 DOT -6-12 5 - 5.00 0.05 1.44 7.48 10.75 24 RCP 0.013 12 475.40 472.90 0.208 103.26 32.87 3.42 MH#3 DOT 6-10 5 - 5.00 0.00 1.19 6.67 7.92 18 HDPE 0.013 5.3 479.70 479.60 0.019 14.43 8.17 4.48 DOT 6-10 INLET#2 5 - 5.00 0.05 1.23 6.67 8.23. '' 24 RCP 0.013 15.1 479.10 475.40 0.245 ' 111.98 , 35.65 2.62 INLET#2 DOT -6-12 5 - 5.00 0.04 1,23 6.67 8.20 24 RCP 0.013 12 475.40 472.90 0.208 "103.26 32.87 2.61 10 -Yr Storm CxA includes Cr factor of 1.0 DOT pipe information from DOT design Plans LEGEND: ---------- LEASE LINE A-2 EXISTING VDOT ROW R-1 CONCRETE CURB R-3 IMP. AREA (C=0.9) CURB TRANSITION 0.05 - - - - - - - - PROPOSED STORM SEWER PIPE 0.05 PROPOSED CONTOUR (TRH) 126 ED STORM SEWER INLET O STORM SEWER CLEANOUT O STORM SEWER MANHOLE PIPE CAPACITY COMPUTATION SHEET 25 -YR STORM Project: Route: Station: County: Texas Roadhouse . Charlottesville N/A 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 6.67 6.67 6.67 6.67 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 1 0.051 0.091 L.Q25 0.44 0.35 0.88 0.36 1 0.39 0.68 PIPE CAPACITY COMPUTATION SHEET 25 -YR STORM Project: Route: Station: County: Texas Roadhouse . Charlottesville N/A Albemarle, VA Node ID Flow Time (mim) A x C 8 Ul 9 N Pipe 17 Velocity (fps) 1 2 3 4 5 6 7 10 11 12 13 Invert Elevation (ft) 16 18 19 p - D o- Cl' 0 14 15 0 'O fD Ort _ �n N __ N. "< -Cy � O ^ OA O E C: V -6 m SZ N - m T INLET#1 MH#1 5 - 5.00 0.06 0.06 7.48 0.44 12 RCP 0.013 25 480.70 480.60 0.004 :2 25'• •' 2.87 0.56 MH#1 MH#3 5 - 5.00 0.05 0.11 7.48 0.80 12 HDPE 0.013 93.8 480.60 480.20 0.004 2.33' 2.96 1.02 INLET#3 EXMH-1 5 - 5.00 0.21 0.24 7.48 1.81 12 HDPE 0.013 11.1 482.50 482.25 0.023 5:35: 6.81 2.30 EXMH-1 MH#3 5 - 5.00 0.99 1.23 7.48 11.03 18 HDPE 0.013 144.3 481.75 479.70 0,014 12.5 2 `, 7.09 6.24 MH43 DOT 6-10 5 - 5.00 0.05 1.39 7.48 10.40 18 HDPE 0.013 5.3 479.70 479.60 0.019 '14:43."' 8.17 5.88 DOT 6-10 INLET42 5 - 5.00 0.05 1.39 7.48 10.37` 24 RCP 0.013 15.1 479.10 475.40 0.245 `,111:98 35.65 3.30 INLET#2 DOT -6-12 5 - 5.00 0.05 1.44 7.48 10.75 24 RCP 0.013 12 475.40 472.90 0.208 103.26 32.87 3.42 25 -Yr Storm CxA includes Cr factor of 1.10 DOT pipe information from DOT design Plans 'moo ss C� Z_ \i / CD ONE C P�-9 � Greenber hrroi 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 ca 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 05/27/16 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 PROFESSWW-k4S9#L op MA.41 r: d Lic. t'o.Ul1?51' \C lip LICENSE # 040212119570 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 NUMBER 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, W'M`E t 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. i 70R, 4-80,12 ,b 92")- R 9 R Vl_-. 3 CF CF 28 LF 60 r nn nc ,h 4 a (W GENERAL UTILITY NOTES: 1. CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND ENSURE NO CONFLICTS EXIST WITH PROPOSED IMPROVEMENTS. NOTIFY ENGINEER IMMEDIATELY IF UTILITIES ARE LOCATED DIFFERENTLY THAN SHOWN. THE CONTRACTOR SHALL COORDINATE WITH EACH RESPECTIVE UTILITY 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 UTILITIES 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 LINE. 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 CONSTRUCTION OF THE GAS LINE BETWEEN METER AND MAIN. 6. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE POWER COMPANY FOR THE' CONSTRUCTION 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 10.1 FT. FROM RECORD ELEVATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. WORK SHALL NOT PROCEED UNTIL 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. 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. GRAPHIC SCALE ( IN FEET ) 01 1 inch = 20 ft. INSERT -"A" : BUILDING CONNECTION DETAIL 10 ( IN FEET ) 1 inch = 10 ft. GRAPHIC SCALE ACSA GENERAL WATER & SEWER CONDITIONS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE 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 CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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 BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). BEFORE Y� �O O� ss Z_ ONE C Few U38 PROPOSED LEGEND: EXISTING VDOT ROW PROPOSED STORM SEWER PIPE LIMIT OF DISTURBANCE DOM DOMESTIC WATER LINE FIRE FIRE PROTECTION WATER LINE IRR IRRIGATION LINE GAS GAS LINE <SAN SANITARY SEWER LINE E ELECTRIC LINE T TELEPHONE LINE ® (�) STORM DRAIN STRUCTURES. SEE DETAILS. O SANITARY AND STORM CLEANOUT GM GAS METER FIRE DEPARTMENT CONNECTION (FDC) PROPOSED SITE LIGHTING FIXTURE UTILITY KEYNOTES ut CONNECT TO EXISTING SANITARY SEWER MANHOLE. u2 PROPOSED 6" SDR 26 SANITARY SEWER PIPE. u3 PROPOSED SANITARY SEWER SAMPLING MANHOLE. SEE M.E.P. PLANS FOR DETAILS. u4 PROPOSED 3,000 GAL. H2O GREASE INTERCEPTOR. SEE M.E.P. PLANS FOR DETAILS. u5 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 PUBLIC SANITARY SEWER MANHOLE us 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. uto PROPOSED 2" DOMESTIC WATER METER VAULT. SEE DETAILS. ut t 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. U14 PROPOSED 2" SERVICE GATE VALVE. ut5 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. uts 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 METER TO BE INSTALL AT TRANSFORMER. ut7 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. uts 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 LINES REQUIRED FOR CABLE. u2o GAS SERVICE CONNECTION TO EXISTING GAS MAIN PER UTILITY UTILITY REQUIREMENTS. UTILITY COMPANY TO EXTEND SERVICE TO GAS METER AT BUILDING WALL. CONTRACTOR TO COORDINATE WORK WITH GAS COMPANY. u2t PROPOSED GAS METER PER GAS COMPANY SPECIFICATIONS. u22 CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION TO CONFIRM LOCATIONS AND SPECIFICATIONS FOR PROPOSED UTILITIES CONNECTIONS, SERVICE SIZES AND TRENCH BACKFILLING REQUIREMENTS. CONTRACTOR TO CONTACT ENGINEER IF DIFFERENT CONNECTION LOCATION IS DESIRED BY UTILITY COMPANY. u2s 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 u2s NEW 20' ACSA SEWER EASEMENT u2s PROPOSED 8" DIP PUBLIC 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 4" 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. us5 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 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 PROFESSIPIAL SE%' 01 ell r; .ic. No 01957�1 0 47 NO LICENSE # 04020195701 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTE:L QUALITY CONTROL STEPHEN POWERS P.E. DRAWN BY GIOVANNI FODERA E.I.T. 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I .... . 475 �— --- —r - -0+20 0+00 DRAINAGE PROFILES - we, ,; W —T— ----1 475 0+50 1+00 1+50 1+80 L GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft BEFORE y� �o o� ss -;3 C- �q ONE C GreenberUFarroi 153 Cordaville Road, Suite 21C 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 ca 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 05/27/16 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 PROFE�SfIQXAA SEAL - 8� `c I -0 t{ NO !x:/,111) i 0 470 TA UCENSE #°4{114570 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 UTILITY PROFILES SHEET NUMBER C5.1 ...,.....'........................................................',..,... ' ...... ...... 490 : T g...... ,� . ........................ " ". _. ❑ Z: Z Z -- C:) �I� 2❑ . Z z:Q . 0. " ......................................... i�� ....p:Oj fn co 'tV W Lr)�n Ln ❑ O O O d oO.O _ Ln, W, ....... .. �L1LW ...... ...... ..... �1 OO WWCA to W �. ?.? .................................................. .....,......... ...... 00 U) ZZ:z (DN W ....... .................'........'......, 485 ............ .......... ... ... ..,.. � � ... — . .... Al .1.. .".... ,, I . . . . ......" ".. I ,", ,," .",,,","....,".,,.... .,.%.........".,,... 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I .... . 475 �— --- —r - -0+20 0+00 DRAINAGE PROFILES - we, ,; W —T— ----1 475 0+50 1+00 1+50 1+80 L GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft BEFORE y� �o o� ss -;3 C- �q ONE C GreenberUFarroi 153 Cordaville Road, Suite 21C 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 ca 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 05/27/16 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 PROFE�SfIQXAA SEAL - 8� `c I -0 t{ NO !x:/,111) i 0 470 TA UCENSE #°4{114570 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 UTILITY PROFILES SHEET NUMBER C5.1 SPECIFICATIONS DIMENSIONS Finish: ULL- Listing: tff 8/ e Chip and fade resistant polyester powder Suitable for wet locations. HID fixtures can - 26.3 c rin coating: be wired with W' C supply wiring if supply — Housing: wires are routed 3" away from the ballast. !, Die cast aluminum,: 112" NPS tapped top, Patents: 1 both sides and back for conduit or Pat; D440,683 i'14 photocontrol. Hinged' refractor. Continuous photocontrol: s„ one piece silicone rubber gasket.Button Photocontrol installed and Wired for 22,9 cm 1 Reflector: 124V 211 Semi -Specular anodized aluminum, Quad Tap: 'Ell removable for installation, Symmetrical light Fixture works.with 120, 205, 240, and 277 1.000 pattern: maximizes: distance between volts I E i �jjXXtui s. GonSutt Openings: Color: 5528 Top, side, back and bottom Bronze 9 1;4" { 00/00/0000 Ai Weight: 23.5 cm t l\FLIRC tiPLQ,IFIt 11:IUNS � 11:96 --' ...... PHOTOMETRIC:. ORDERING INFORMATION t Metal Halide Total Lamp Lamp Starting Amps/ Operating Amps Input LAMP --Initial Lamp Lamp aupp(ied with future Watts _ Type - :Base Ballast 120V -208V 240V 277V Watts ANSI Lumens Hours .. _ ........ . . ........ ---._.._. - _ ._.._.. .----__. ....... . 100 ED17 Medium HX-HPF QT 1.21l.2 71:7 71,8 61.5 129 M90 8000 15000 Factory Installed'. Options Tamperproof screws (ITP) Button Photocontrol wired for 208 m 277 volt (iPC2)' Addsufflx to Catalog Number Swfvet Photocontrol''(/PCs) Button Pholocontrol (IPC) Single fusing for 120 and 277 volt (/F) Note' Specifications may change without:notice RAB Lighting, Inc. • 170 Ludlow Ave* Northvale, NJ 07647 r Tel: 888 RAB-1000 • Fax: 888 RAB-1232 • www.rabweb.com 02008 Calculation Sutmary Label Avg Max Min Avg/Min Max/Min EXTENDED 1.57 74.3 0.0 N.A. N.A. PARKING LOT SURFACE 3.07 7.7 1.4 2.19 5.50 LIGHT LEVELS ARE INITIAL FOOT-CANDLES, MAINTAINED LIGHT LEVELS ARE SLIGHTLY LOWER PROJECT: TEXAS ROADHOUSE K.B7599 277V Surface, Winn Housings I RUJECT 1'`FORYI,\ t ION .SCS-Ctd-GU24 fIXTC1RL: TYPE: F17 achitecimi rt w erw uation . QUANTITY: 2 17 �. Arrangement Lum. Lumens REPRIi;'f.Y'I71T1VIi: IC It\l. .,IG I J lU C t "'R Lum. Watts PROJECT MANAGER: WLSCEY 1 Pno ECTNUNIBER: _X SINGLE 20252 tJ w. .....g.._____.e._, .._.._..-......-_._._.._,„,.___._....e.,__..._._...____-.......-...,-._.__._._,._._.-._-_-_.-___....... ......_._-.._. f I 211 l I1 9 2 l r SINGLE 15195 1.000 211 ECF-4-215LA-64-LA -UNV-RAL-90065-IS / AVPLrSS5-18-4-11-Ik119-RAL-90065 1 C SINGLE 19880 1.000 FF ..- ECF-5-215LA-641A--NW-UNV-RAL-9006S / AVPL-SSS-18-4-11-DMl9-RAL-9006S I E i F12 SINGLE 5528 1.000 125 WPIFCH100QT/PC @ 6.33r A.E.G. 00/00/0000 Ai I NQ7U.LEAD "fIN] fSIAli uSUPON RI -CH rfnl'APPROVEDDRAW NGS, FIN ISH JANIPLES.- AM) PATI)OF;POEI'15.AROY turauv:e;S I Hh iuc;u I'lom Kt.\tINOR CIM NGES TO I HIS DRAWING AS REQUIRlb, BY yupDUC I ION CONS F RAIN 19. v, Njr,5- ,., t OF, i 1� r r t t l\FLIRC tiPLQ,IFIt 11:IUNS � A t IY 1(rl 11(.1 t llY.n --' ...... SCHLIELILD T(o USE: (1)I00Wjk:fI N01) B1SE1 OR (i) 13B" CL SCREW-IN LAMP 0 1 28 F18 i OLT AC 1 0V 593 it DAT I ASI: 'J A 1 LR6-7Lr35K-GU24-E:26 @ 9- A.F.G. Wb iadiffuse anodi,drefl—, wlwhne Isege .__......__ ... __.. __... .......... 1-1\BEL NO a LI SS I L STANDARD €59.5 tl:at Mock EefleW;if)ange;. ................ .... ............ ...................... ., ......,.... Ordering Information. DIIILSLR: CLEAR GLASS JAR P1NrSI4: TArNx T III GLOSS BLACK' 274 \ '} _7 One-piece aluminum lower reflector redirects light while also conducting heat away F 14 b571) f 15 037 '- _ 1Nt ri111 (lar c i I'.l. Ik t >T([,lath lY 1. IM1nI SrNY'1,771 Z Tia: (a 6I:v6 45 f! %1 t\ t, tl:ler•-a1'?,f I ! 111 107 103 100 -^ < Gpi lny f)ul:th'u#Iti•t-:',UU? 1050. 107- 50, 2 103 96 90 a TEXAS ROADHOUSE CHARLOTTESVILLE, VA PREEPARED BY: JOHN BUJAKE AC(CUSERV LIGHTING & EQUIPMENT 87x7-707-7378 502-961-0357 FAX jbujake@accu-serv.com JULY 22, 2016 Luminaire Schedule 120V GU24 sale Card Mount Housings. 277V Surface, Winn Housings ! H&GU24 .SCS-Ctd-GU24 SC6-21% -120V GU24-: achitecimi rt w erw uation . Symbol Qty Label Arrangement Lum. Lumens LLF Lum. Watts Description 1 A SINGLE 20252 1.000 211 ECF-3-215LA-641A--NW-UNV-RAL-9006S / AVPL-SSS-18-4-11-DM19-RAL-90065 2 B SINGLE 15195 1.000 211 ECF-4-215LA-64-LA -UNV-RAL-90065-IS / AVPLrSS5-18-4-11-Ik119-RAL-90065 2 C SINGLE 19880 1.000 211 ECF-5-215LA-641A--NW-UNV-RAL-9006S / AVPL-SSS-18-4-11-DMl9-RAL-9006S 1 F12 SINGLE 5528 1.000 125 WPIFCH100QT/PC @ 6.33r A.E.G. 2 F17 SINGLE 661 1.000 14 1KB7599 @ 9' A.F.G. 0 1 28 F18 SINGLE 593 1.000 17.5 1 LR6-7Lr35K-GU24-E:26 @ 9- A.F.G. SITE FIXTURES ARE 211w 4000K LED w/ FLAT LENSES FIXTURE B HAS BACnTGHT CONTROL POLES ARE 18'-0rr FOR AN OVERALL FIXTURE MOUNTING HEIGHT OF 201-0" A.F.G. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff lutttinaire 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. 1 LR6 Series yp LR6- LED LED Downijght-'6" -- _ Product Description The LR6` downlight is an unparalleled combination of light quality and efficacy - bringing outstanding performance and value to theretroft downright space. Delivering up to.1800lumens of exceptional 901 Cat .light while achieving up to 100 lumens per watt, this breakthrough performance is achieved by combining the high efficacy and high-quality light of Cree.TrueWhite Technology, -with 'an integrated driver and thermal management design. The LR6"' downright is available in warm or neutral temperatures, three lumen packages; and offers d variety of trim options, Applications: Commercial new constructionand retrofit. Housings & Trims Reference Housing £ Accessory documents for mpre:details Housings 120V GU24 Rase Recessed Housings- 120V GU24 sale Card Mount Housings. 277V Surface, Winn Housings ! H&GU24 .SCS-Ctd-GU24 SC6-21% -120V GU24-: achitecimi rt w erw uation . -"rexlaled whit, fi"M Teannedarne braid, nC6-GU24 .SC6 CM: 131. OI -r24 SC&BL-277V -neacmrstwetion -Tudai libek finish' - Textured black finish' -RH6--GU24. 120Y GU24 Base Wall Mount Ratings 2171ICord Mountitainings -Relrufit :SC6-wM-6024 SC6-1M277V 120V GU24 Inee Sort ce Ment Iaisiag$. -Tenuredahitx ftnah- -T?xtuied While fmisb- ', SC6-GU24 277V Reirssed.Housings SC6 Cho OL -277V - i luredwhitehnish .H6 -277y Texturedblackrnist, .... : S BL GU24 '- Ambutctnsil new wnshircriun 277YWall Mourn Housings -' Tem -11 black finish RC6277V SCG WM 277V i f'Yf CONSTRUCTION & MATERIALS -Net consnuctien - hummed white finish. 90 i Caefficioots Of U6lizafwrt-Zonar Cavrly 826-277'!' - 5,77° 530: 103' - liebalit _ (131 mm) Trims 49,091 4... .. LT6A-DR. 115AP-DR o6101 -DR Diffuse fivedrefle,be alwbus flange Pevter diffuse anodizedeilaclorwlwpae Range siusemahte, paintedreflecterinange : uniAW-OR LHA6-DR una DR : Wb iadiffuse anodi,drefl—, wlwhne Isege .__......__ ... __.. __... .......... Black mrode,d reflector Mbite flange .......... ..... .......... tl:at Mock EefleW;if)ange;. ................ .... ............ ...................... ., ......,.... Ordering Information. Stumble for insulated and non -insulated: ceilings 274 Example: LH6-7L-27K-GU24-E26 700 939 One-piece aluminum lower reflector redirects light while also conducting heat away LR6 Edistin E-28 Thread 91.5351I' (39mm} 11 til J Y..:.. - i�-- 1.545',� (39mm) Edison Adaptor included with GU24-E2ri: Base Type,(L7i6.7L only) Series Initial Dehaered Lumens* ; ,CCT , " : Voltage - Base Type LRS,,,: , JI. 27K 81ank -. Blank 75W, 6501uinans-Bd LTV!' -2700K 110Vdna 277V Connector C86 Series with E25 base 277V' -Must be used -with Cree six -titch 27N hcusings(see Hoonints table above) IU..5V{1,0501umens-IDO,LAV '.ANK 277 Vans i GU24 !. I 8 -GU241base 22'w; 1,8001umens-82 LP'w'- '! 4000K i-AwniAle only with LR6-1 OIL aid LR6-18L. ; 's GU24-FA TYpai 2 Type 3 -GU24 usenw1ad"uon adarnuf' Type S "Available enly rvNt theiA64E 'tmnal rum nary baadw en,peia "e Ln6 mu:l be c,aemdsy Mastedrtcn g,t+miles of 5 (mA) Watts" LR6` LED Downlight - 6" Product Specifications Photometry CREE TRUEWHITE" TECHNOLOGY LR6-t OL-,35K-GU24 BASED ON CESTIL REPORT TEST .tk PLO6010-001 Arevolutionary way to generate high-quaffty white light, Cree TrueWhiW Technology is Fixture photometry has been conducted by a NVLAP accredited testing laboratory in a patented approach that delivers an exclusive combination of 90+ CRt, beautiful light accordance with lESNALM-7908.:IESNA1M-740$ specifies the entire luminaire as the source - - - characteristics, and lifelong color consistency,a11whilemaintaining high .turn brag 3 resulting in a fixture efficiency of100's- efficacy - a true an compromise solution. 530 77 CONSTRUCTION & MATERIALS - 0 'a 90 i Caefficioots Of U6lizafwrt-Zonar Cavrly • Durable aluminum housing protects the light source. Adjustable flip clips provide 4 1 64 530: 103' '' me" robust retention for flush ceiling fu 1'1',958 49,091 RCX -a0 - • Thermal management system uses integral. heat sink to conduct heat away from LEDs 137 - \ ----- -- - --: 70 for optimal performance. LED junction temperatures stay below specified maximum — 7,068 (s) - RW %- 70 50 30 10 even when installed in with worst case installations .-._- ;VW -10,9651x) 11,249E,) RCR 0 1,19 n9 119 n9 Stumble for insulated and non -insulated: ceilings 274 _.. 4- i 64 —2. 700 939 One-piece aluminum lower reflector redirects light while also conducting heat away F 14 b571) f 15 037 '- _ 14 975 {s) I ! 111 107 103 100 hom LEDs. It creates a comfortable visual transition from the lens to the ceiling plane 32 1050. 107- 50, 2 103 96 90 a and easily accommodates LT6 snap -in trims 412 9,767 ': 9 95 86 1 79 . 79 • 5.5'-(140mm)pigtail '4oso 958 \ _-.- ....;_.... - ...... __: 14,955(s) 14,465 .295LA-641A': 4 : 88 : 78 . 70. 65 OPTICAL SYSTEM ;k!w— 20;243 i2Q252- — -- ------ - r-.---.___.;. • Unique combination of reflective and refractive optical components achieves a 549 y- 5 e2 - n 63 57 uniform, comfortable appearance. while eliminating pixefation, hot spots and - o RAL 'PC":"' Fie e [ ':--vuf - 77- minimizinglane 65 57 51 1,5 • Components work togethei.to.optimize distribution, balancing, the delivery of high - - 0 —90' 7n 60 52 46 - illuminance levels on horizontal stafaces with an ideal `amount er iigtlt on walls and>"' 6 B 67 ss { 42 vertical surfaces. This increases the perception of spaciousness : -- • Deep set polycarbonate diffusing lens shields direct view of LEDs and provides greater. "' " -. 4 -63 51 44 39 Luminance Table (ed9m) -.-.... .... ....... ___..____.... visual cut-off;:, .Average 60' ;: 4840 36, ELECTRICAL SYSTEM j Horizontal Angle �; Erzauserow cadga neata,m:z0; • Integral,high-efficiency pow Or supply D•...... 45 ,-90 •. Power Factor: minimum 0.9'-- ZMNnI Lumen summagr Total Harmonic Distortion: < 20`i;-"- 45 :13,215 13,215 13,215 _,, -' -- '_- • InputYaltage:12OV,50J60Hzor277v,50160H7 Zolle : Lmne s :m%Lam :Luminaire 55 D 0 n i_ s,z4 d24 su4 _ -, P ` Dimming: 120V dimmable to 5% with most Incandescent diinmer,277V' dimmable to : II � 030 403 .NIA 919% 5,541 5541 '5541 .. .. 5%withtrallmgedgedlmmers Reference a :,. ......... :... ...: ---.___ s,a34 0-40 N/A 6.. rvww c ee.com fn Products o r- o i -US L -S les for' r lU € find o 0 wnh h s 1 R er recommended h g v g 75 x,334 3639 .fins . - — dimmers - > ;'ES 1,165 1165 1 t65 :060 854 N/A :88.7% • -20-C-+35°C(-4'F-+95F) Temperature Range: _-� _-- ) -_anz N -_dA -- s10_%Dperafing .I REGULATORY& VOLUNTARY QUALIFICATIONS - 1-1110 112 CuLusClassified : aeeereaseww:x ma,n.vhril,vrv-aauan,aoanvowighr;mseraaforaetwnedd,omn>«r�eaara Suitable for wet locations for covered ceilings only .... - .. - ENERGY STAR` qualified- Please refer to Installation wwvtenergystatgov!certified-products/cerOfied-products?c=products.Ar-iind_es_. products&s=mega for most current information •- Designed to easily install in standard 6'' (152mm) PTF3 POU f a f 11 Exceeds California Title -24 high efficacyluminaire requirements whenorderedwith - downright housings with minimum depthGU24 base or 277U'Please refer to and dmmeter of 5.75 6.25 (146mm 159rnm)_www.appliances energy.ca,goy7Advancedsearch.aspx for most current information Quick install system utilizes a unique -retention feature. "Ii� • Meets FCC Pan 15. standards for conducted and radiated emissions Simply attach socket to LR6 downright_ Move light to RoHS Compliant. Consult factory for additional details dy P iinto ready post ion and-slidenohousing '', Ror#:R am>lighting;PEalactsflnbordDawnlghtsLSi LN -Series la q.tnaeA lanaran,i!st:;ylion= i I Application Reference IViceilin9 8W5000 R n' lance;, 2s mar!... ILE 1'.0lNee nam S{:ace: W'x 49 x,10 RC6 6' Recessed Housing Product Description The AC6 recessed housing is designed to accommodate Cree six-inch downlights in new construction applications. It is rated for use with luminaires that have low -wattage ratings, such as the LR6 and CR6 optimizing energy density calculations for easier energy codecompliance and LEED certification: The 1 housing is IC rated, airtight, inherently protected and;whenordered with a GU24 socket,: California Title -24 compliant. Product Specifications CONSTRUCTION & MATERIAL Recessed housing with integral nailer andceiling grid attachmentaccommodates. Cree six-inch LED downlights in ceiling thicknesses from 0,25"101.25" Gasketed housing enables airtight fit to effectively isolate housing assembly from conditioned space below Adjustable bar -hangers span from 14 to 24.5° without sag • suitable for insulated ornor, insulated ceilings • Dimensions: L 12.5" x W 7.5°x H'76° REGULATORY & VOLUNTARY QUALIFICATIONS cULus Listed IC air -tight rated; tested In accordance With ASTM E2183 • Title -24 compliant when Utilized. with GU24 socket' suitable for damalocations Compatible Downlights RC6, 4vwnhght l7C6 72w HU6-1211GU24 AC6-277V C86 Series with E25 base Cft5 Series with GU24base LR6-277V Products :LR6 Serreswdti-E2fi base;' 1,116 Sett. with GU24 hale LR6-DR1o0D-277VPmdiisu LE6 Ser - , whhE26 base LE6 Series with GU24 base ; Ordering Information Example: RC6-12W Product 7.5" 0 ° (191mm) O (191 mm) zD15 CREE US: www.cree.comflighting T. (800) 236-6800 F (262) 504-5415 Canada: www;cree.cnnticanada- T (800) 473.1234 F (800) 890-7507 r' ECOFORM L Jl1,D IOIR SITE DC7.. AREA rxesse lei (Order Separ21tdy). FSIR-100 MR hand held programmer (For use. w•ith'MRI' : MS -A -120V - 9.20+V input - Motion: Sensor for. tro-r,,response wrier; field p-gra)iiming is MKSO o- APD -MRO. 'r.quiredi. If desired, only one N needed; per job. - MS-A_27'7Y: 277V input -'Motion Sensor for - M.R50 or APL' -M&0 LED "Villa^ttage and Lerner, Values - Stara§:std Ecorcirm Luminalve 5rg.fn, ti.t.- t,, t.age .ar;.'. b::_c.0 �;) Ir:pu- oL3L:_, ,:y up, to .1, ,..o, and based „ r iafufacr.,,.el:.ur.vard",ilta�e, by -11 1, LU" td:^ alt., bl-sed or F ct,,ir;el-zc ie3 per mimed :n <r.,, p 1 nc:. ilh _SN.^-:.LM-�`9.; rt-- a- is ..._,d bass; un t�.,.,.,,"sl .lar but r'a.id n4,,,1nr EcoForm Drill Template (tasiclaf d Arm:Matrm) D 2. - --- 2.50" 6,3$ cm 1.00" 2.54 cm. Io', y 5.08 ctrl I e -fere ,,r 11y. [) :-.n yI ., laic. -) 2013 }Coninklijke Phipps N:V,',(Royai Philips), fill rights_reserved. Specifications are subject to change wiihoucnotice- vrww. phrlips. r onlll umE riot reS' G200-447 08113 _page tot 6 PHILIPS G ARDC—', LED SITE : AREA Lf iMI �>` HRE, EO I"DaRM Title Philips Gardco EcoForm combines economy with performance in an LEC? area luminaire, Capable of delivering; up to 20,000 lumens at* more in a compact, low profile: LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. integral control systems available for further energy savings. MIA[�GU6 CON SORT UM i Bering gr9'Ile -.Initial Lumens!? __._._. __.._... Girder Code ( Array ( -Total LED I 'Average - LED 2 3: 4' S (standard units) Quantityf 'LEDs Current I System Selection TYpai 2 Type 3 Ty)ie 4 Type S ............ .. ................. .........,.,,..Watkage (mA) Watts" i ECF" 'r'af -.form 'urL r -, SSLA-3253' 2 € 32 530' S2 c'^IW '5.99? (.i 5.$45 (s) .5,823-(s)' 5,5$13(s) 75L.,4.4853 3 € 48 530 77 ' Nw 8,899 (;) 8,753 (5) 8-,646 (s). 8;297 4x) IOOLA-6453 4 1 64 530: 103' NW 118961x) 19,700 1'1',958 49,091 Zt)LA-327D __----- 2 32 700 69 ;-._ AIW .7,385 (i) 7,575 is) 7,294 (s)- — 7,068 (s) ......_ 10SE:A,4870 21--T 48 ..... ..__-._.._. 7D0' 164' .-._- ;VW -10,9651x) 11,249E,) 10;828. (i) 10,494 .. -. 13SLA-6470 _ _.. 4- i 64 —2. 700 939 "Jw _ F 14 b571) f 15 037 '- _ 14 975 {s) --- 14,02$ 105LA-3214 32 1050. 107- :Vw 10,199 ts) 10,458 10.072 tsj 9,767 16OLA-481A i 3'' 48 '4oso 958 NW 15,144(s) 15;56$ 14,955(s) 14,465 .295LA-641A': 9--.. ! `'b'1 - toso:- 211: ;k!w— 20;243 i2Q252- 44,99'1:'. 5rg.fn, ti.t.- t,, t.age .ar;.'. b::_c.0 �;) Ir:pu- oL3L:_, ,:y up, to .1, ,..o, and based „ r iafufacr.,,.el:.ur.vard",ilta�e, by -11 1, LU" td:^ alt., bl-sed or F ct,,ir;el-zc ie3 per mimed :n <r.,, p 1 nc:. ilh _SN.^-:.LM-�`9.; rt-- a- is ..._,d bass; un t�.,.,.,,"sl .lar but r'a.id n4,,,1nr EcoForm Drill Template (tasiclaf d Arm:Matrm) D 2. - --- 2.50" 6,3$ cm 1.00" 2.54 cm. Io', y 5.08 ctrl I e -fere ,,r 11y. [) :-.n yI ., laic. -) 2013 }Coninklijke Phipps N:V,',(Royai Philips), fill rights_reserved. Specifications are subject to change wiihoucnotice- vrww. phrlips. r onlll umE riot reS' G200-447 08113 _page tot 6 PHILIPS G ARDC—', LED SITE : AREA Lf iMI �>` HRE, EO I"DaRM Title Philips Gardco EcoForm combines economy with performance in an LEC? area luminaire, Capable of delivering; up to 20,000 lumens at* more in a compact, low profile: LED luminaire, EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. integral control systems available for further energy savings. MIA[�GU6 CON SORT UM i Bering gr9'Ile 1....._.. 3ECF 5 215LA I _ ...___ Prefix .. 'Mcuating Optics .......U..N._...V.. :LED Array J'LED ;Voltage .................. ................. ................ ........ Finish :Options LED- 1: selection' ............ .. ................. .........,.,,..Watkage .... ECF" 'r'af -.form 'urL r -, .... '(., ('i?,.u, 12 (n)P 1 -1.. 5?0 n ,A CW .,rf inK ,k%LwiV:•' RRP Erorr c TL Tr ,) :1 .Z.k 1.80 3 ryf a, :SSLA-3253! 1. r _R f,.'2 J7"t':i Fo,ir1z FI en aI ECF -DIM' Ee f '1 v..h 2 90 -f 0 e : (x 4 (r,:.e 75LA-4853 ':. NW tbox - HVU'• :i 'r:1 1ti s BLP 8I -<k: 0-!0 Itr.hs 3iy0 5 f�a IOOLA-6453 I .Pat-: TB, Yrlrinal ..r. ECF -APD' C,�F 2 h.,t„ 3Qa 120 t, L20 i 10 /vC;<t'2', i WWI ,t,f,.K 920: WP I_ro IS lr-t , ril ht -id `J r , , 4. q n- 70LA 3270 i. -' 0 CF 208 - Pim LF't" Lit I -m iOSLA 4870':' 240. : ECF-MRSO7 E. r r) r W5 al ntcurtl 1351- 6470. NP 1J3ural LFCa•9° Lit Fr r fe,. - 277 faint. S,il fir" 1050mA 347- : OC 0 t -_I. PCR i 905 A 2t l 480 r ttece ECF -APD -MRO' I: EcoFcr r ,,:, 'tri' 3 160LA-4814 t,a.c Auto r•'of(e. 21SLA•641A.` r - MA L, m) Am) o RAL 'PC":"' Fie e [ ':--vuf G rtrr,:,irc' Pn,, ...1. 0— f: d. ?oz- I:, Lr.:.:;'PCBa.r,tg Rn.ZcceR j �- = ECF -MRI".' Ec..!`,—...,.:th :R:AM tzar, it. Kit PTF2" E 1 To: r ^r .a rh PTF3 POU f a f 11 ECF -APD MRItf Fi:-f-Uim , Ah _ PI PTF4a P.Ie Too r':r RPA' H r f N 1 f..ap- •:ns , is &t (t r0 .1) BD ? 17 ri ,. A41 t::e +l,v"' a € -'ei,nie f . t7 1 6 c:,ac. :;'. N r I f n i8 y: :lir' a d s.r I I I( .. C.,ttt.sctlacy kn 1,_J1,:S 1. r1 -:Ii'?-. 1..1 A.a '3JF , „_ .iiia,", I, rNQ,a,ilnbe/._ _N 120' 27 02613- Koninklijke Philips N.V,,(Royal Philips), Sp ,flcations are subiect to change without AIIAI;hxs reserved. .odea. � _fPHILIPS E - - wvrw.philips.c9rn71ununaires (€ CM GAR DCO G200.447 -08113 page 1 of 6 ' BEFORE y� � oc CQ� o� ss Z - CD ON E C P� Greenherghrrow T53SC1131 if�eR .SSU �a30 AdLdh moTd*ghMMN)631Vz 60005 t: 648 288 9009 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 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 PROFESSIONAL SEAL 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 ALBEMIARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE PHOTOMETRIC PLAN SHEET NUMBER PH1 m0 EROSION CONTROL KEYNOTES Q, CE 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE. ARB RESUBMITTAL 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 EROSION CONTROL LEGEND: LEASE LINE ........ .__ ..._...... 111 .... .. 11-11-11 EXISTING VDOT ROW n EXISTING TRIBUTARY AREA LIMITS OF GRADING SILT SOCK SF SILT FENCE CF TEMPORARY CONSTRUCTION FENCE -- -- - -- - - ----- --- SOIL BOUNDARIES I }' EXISTING STORM DRAIN INLET PROTECTION EXISTING DRAINAGE FLOW TEMPORARY STONE CONSTRUCTION ENTRANCE No No DIVERSION DIKE ROCK CHECK DAMS NOTE: 1. FOR GENERAL EROSION AND SEDIMENT CONTROL NOTES SEE EROSION CONTROL DETAILS AND NOTES. 2. TOP ELEVATION OF VDOT POND STRUCTURE IS ±478.00. 3. AREA TRIBUTARY TO 75 CY SEDIMENT TRAP = 0.5 ACRES (INCLUDES 0.1 ACRE OF UNDISTURBED AREA). (LOADING RATIO = 150 CF/ACRE) 4. AREA TRIBUTARY TO 231' SILT SOCK = 0.23 ACRES (LOADING RATIO = 0.10 (ACRE/100 LF) 5. AREA TRIBUTARY TO INLET PROTECTION = 0.10 ACRES 6. AREA TRIBUTARY TO 290' OF SILT FENCE = 0.13 ACRES (LOADING RATIO = 0.045 (ACRE/100 LF) 7. TOTAL CAPTURED & MITIGATED ACRES = 0.96 8. TOTAL DISTURBED AREA 0.92 ACRES UNDISTURBED AREA PROTECT AND MAINTAIN DURING CONSTRUCTION STONE BERM TOP ELV. = 485.00 BOTTOM ELV.=484.00 DRY STORAGE -� ELEV.=484 TO 485.00 WET STORAGE ELEV.=482.5 TO 484.00 TEMPORARY STAGING AND PARKING -ARD FOR RUBBER TIRE VEHICLES USE ONLY -NO STOCKPILES - CRITICAL EROSION AREA (STEEP SLOPE) �.�n...,Y,v,,, ry� � ARB RESUBMITTAL 03/25/16 / 05/11/16 i �'keve� �.�i�� � ,.., . .✓ .i m. i..i .n., ii.. ✓. ...w �,;,,.. .,.% w�...r, v.i 06/06/16 . u r m/�... ,.:i.� LANDLORD RESPONSE 07/26/16 PERMIT SET R-2 TEMPORARY SEDIMENT TRAP CALCULATIONS: TRIBUTARY AREA TO SEDIMENT 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) = (.8310 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 ) I inch = 20 ft INV., id l : , 43.; R UNDISTURBED AREA PROTECT AND MAINTAIN DURING CONSTRUCTION _ ... ACTIVITIES i �T T iT i T� = T'= rT 1-� T DURING CONSTRUCTION ACTIVITIES UNDISTURBED AREA PROTECT AND MAINTAIN DURING CONSTRUCTION ACTIVITIES i NOTE: THIS SITE IS TRIBUTARY SOUTH FORK OF RIVANNA RIVER, THIS WATER BODY IS LISTED AS IMPAIRED AND UNDER VA 303(D) LIST FOR NOT MEETING GENERAL STANDARDS FOR BENTHICS (BENTHIC•-MACROINVERTEBRATE BIO ASSESSMENTS /4A). THE IMPAIRMENT SOURCES ARE LISTED AS UNKNOWN, NON -POINT SOURCE, MUNICIPAL (URBANIZED HIGH DENSITY' AREA) STORMWATER. A SPECIFIC TMDL IS NOT SPECIFIED. AS SUCH THE FOLLOWING MEASURES APPLY: 1. TEMPORARY OR PERMANENT STABILIZATION MEASURES MUST BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 2. NUTRIENTS SHALL BE APPLIED) IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR AN APPROVED NUTRIENT MANAGEMENT PLAN AND SHALL NOT BE APPLIED DURING RAINFALL EVENTS. 3. A MODIFIED INSPECTION SCHEDULE SHALL BE IMPLEMENTED. INSPECTIONS SHALL BE CONDUCTED AT A IFREQUENCY OF (1) AT LEAST ONCE EVERY FOUR BUSINESS DAYS OR (II)I AT LEAST ONCE EVERY FIVE BUSINESS DAYS AND NO LATER THAN 48 HOURS FOLLOWING A MEASURABLE STORM EVENT. IN THE EVENT THAT A MEASURABLE STORM EVENT OCCURS WHEN THERE ARE MORE THAN 48 HOURS IBETWEEN BUSINESS DAYS, THE INSPECTION SHALL BE CONDUCTED ON THE NEXT BUSINESS DAY. 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 I 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. 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 ACTIVITIES 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. 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. • 3.09 DIVERSION DIKE: A RIDGE OF COMPACTED SOIL USED 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 CHANNELS AND SHEET FLOW TO CONTAIN STORMWATER LONG ENOUGH FOR SEDIMENT TO SETTLE. • 3.20 ROCK CHECK DAM: USED IN CONJUNCTION WITH CHANNELS TO REDUCE THE VELOCITY OF THE CONCENTRATED FLOW REDUCING THE EROSION TO THE CHANNEL AND SURROUNDING AREAS. • 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 SHALL HAPPEN IMMEDIATELY FOLLOWING INSTALLATION. LOCATION OF WETLANDS AND SURFACE WATERS: • THERE ARE NOT WETLANDS OR SURFACE WATERS WITH IN THE LIMIT OF WORK. POTENTIAL POLLUTANTS DURING CONSTRUCTION: • ALL CONSTRUCTION WASTE AND TRASH (PAPER, PLASTIC, WOOD, SCRAP, METALS, RUBBER, ETC.) SHALL BE COLLECTED AND STORED IN CONTAINERS WITH LIDS OR COVERS THAT CAN BE PLACED OVER THE CONTAINER PRIOR TO RAINFALL. THE WASTE SHALL BE DISPOSED OF ACCORDING TO STATE AND LOCAL SOLID WASTE MANAGEMENT REGULATIONS. • SANITARY WASTE THAT IS GENERATED ON THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. • DUST ON THE SITE SHALL BE CONTROLLED BY ANY OF THE FOLLOWING METHODS: VEGETATIVE COVER, MULCH (INCLUDING GRAVEL MULCH), WATER SPRINKLING, BARRIERS, TILLAGE, AND CALCIUM CHLORIDE APPLICATION BY MECHANICAL SPREADER AS LOOSE DRY GRANULES AT A RATE THAT DOES NOT CAUSE WATER POLLUTION OR PLANT DAMAGE, APPROVED SPRAY ON ADHESIVES OR ANY OTHER APPROVED METHOD. THE USE OF MOTOR OILS AND OTHER TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. • OFF-SITE VEHICLE TRACKING OF SEDIMENTS SHALL BE 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 APPUCATION 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 SEWER, AND SEPTIC SYSTEM REGULATIONS. 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 PROFES,1191041 „JE�AL ' �jkl- R'11 0� 000° 2 WIN If- OURZi 3114 LICENSE # M2614510 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 EROSION CONTROL PLAN - PHASE I SHEET NUMBER C6mO TSIPSIMUIDC LIMIT OF.. GRADING TS1f'�DC a SF 'nom I ``' Nj ' 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 II 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 WALL. 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 PERMANENT 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. SF .. _ ,.. . _ ,z... ,. TEMPORARY &PERMANENT STABILIZATION: 6 IP CRI STORM DRAIN INLET PROTECTION. SEE DETAILS. TS " TEMPORARY SEEDING PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS tle„��'., PERMANENT SEEDING - .::., .. .. .,< 1 .�, _. .. `, _.. .,.< , ,..,,. ...... ..,...._.._,,,,,.,.._,,...._... �,. ..: v,.j 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 . -'.. _._.�;t..,,.....- ............. ... ...............v....,;;. _., ..<._:. ::" ^_.,-..,. at ._.,,.. ::.......,., s ......,.,�mb.:;.._....,..,....,,..,.._....,.-_ .......... .,_„_,,,..,,,_...........,..,...,,.. ._....,:.:.: ...,.. ...:... %, Y� ,Y IP t -r „ t j/0 0A") E11;T ' 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 LIMIT OF 3.39 .w , R BE LEFT DORMANT FOR MORE THAN ONE YEAR. GRADING FOR GENERAL EROSION AND SEDIMENT CONTROL NOTES SEE EROSION 0STABILIZATION OF TEMPORARY SEDIMENT TRAP AND DIVERSION DIKES SHALL HAPPEN IMMEDIATELY FOLLOWING INSTALLATION. • TEMPORARY SEEDING SHALL BE RYE GRASS APPLIED AT MANUFACTURER'S ,r. TS PS MU DC wr RECOMMENDATIONS TO ANY DISTURBED AREAS THAT ARE INACTIVE MORE THAN 14 DAYS. JILu , :.,? MULCHING PRACTICES AND SOD SHALL BE APPLIED TO THE PARKING LOT s ' ISLAND. FILTER FABRIC SHALL BE PLACED UNDER THE ROCK ENTRANCE/EXIT. ''. 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. EROSION CONTROL LEGEND: LEASE LINE -- - - ----- EXISTING VDOT ROW ■ ■ ■ ■ ■ PROPOSED STORM SEWER PIPE PROPOSED CONCRETE CURB f LIMITS OF GRADING SF SILT FENCE CF TEMPORARY CONSTRUCTION FENCE SILT SOCK STORM DRAIN INLET PROTECTION PROPOSED CATCH BASIN B PROPOSED DUMPSTER DRAIN ° PROPOSED STORM CLEANOUT ,-,`' SOIL STABILIZATION BLANKETS & MATTING " (ON ALL 3:1 OR GREATER SLOPED AREAS) i TEMPORARY STONE CONSTRUCTION ENTRANCE y. MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF 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 REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF ANY RAIN EVENT RESULTING IN MORE THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. 2. ALL TEMPORARY AND PERMANENT CONTROL PRACTICES SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ENSURE CONTAINED PERFORMANCE OF THEIR INTENDED FUNCTION. 3. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 4. SILT FENCES SHALL BE INSPECTED AFTER EACH STORM EVENT. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, SEDIMENT SHALL BE REMOVED AFTER EACH STORM EVENT WHEN THE DEPOSITS REACH ONE-HALF THE HEIGHT OF BARRIER. 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. 6. THE TEMPORARY STORAGE AREA SHALL BE KEPT IN GOOD CONDITION. I GRAPHIC SCALE (INS) 1 inch = 20 ft GreenherUFarrow 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 PROFgl*'lq�l,�. 'SEAL z� •L.. '��.. Lic. N(. 0 19570 d 1 -Y�� � .*V ,-" V • LICENSE # 0402019570 PROFESSIONAL IN CHARGE JOHN NOURZAD P.E. PROJECT MANAGER ANDRE PIMENTEL QUALITY CONTROL STEPHEN POWERS IP.E. DRAWN BY GIOVANNI FODERA E.I.T. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VIRGINIA 455 ALBEMAIRLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE EROSION CONTROL PLAN - PHASE II SHEET NUMBER C6.1 MINIMUM ♦ ` i EROSION 1 CONTROU MS -1: Any area,that has reached finial grade must receivetemporary or permanent soil,stabilization within seven days. Areas not at final grade that will remain dormant longer than 14 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must. have_permanent soil stabilization. MS -2: All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures', Temporary protection and permanent stabilization shall be applied to all on-site sail stockpiles and l� � p P pp p borrow areas and soil intentionally transported from the project site,. MS -3: A permanent vegetative cover shall.. be established on denuded areas not otherwise, permanently stabilized. Permanent vegetation shall hot be considered established anti1.a ground cover isachieved that is uniform, mature enough to survive, and that will inhibit erosion. MS -4; Sediment basins and traps, perimeter dikes, sediment barriers and either measures intended to trap' sediment shall be constructed as;a. first step in any land -disturbing activity and shall be made,. functional before upslope land disturbance takes place, MS -5: Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. viS-b; Sediment basica and trap design Information. ** MS -7: Crit and fill slopes shall be designed and constructed in a<manner that will minimize erosion. Slopes that are found to beeroding excessively within oneyear of perranent stabs1aation shall be provided with additional slo e.stabiliztn it the problem is corrected; measares unt MS-8: Concentrated runoff shall not flow down crit or fill slopes ;unless contained within an adequate temporary or permanent channel, flume or slope drain structure. MS -9: Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. MS -10: Inlet protection is required for all storm inlets that will be made operable during comtruction., MS -11; Before newly constructed storwater conveyance channels or pipes are made operational, adequate outlet protection and arty required temporary or permanent channel lining shall be installed in both the. conveyance channel and receiving channel: IVIS -12: When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transportand stabilize the work area to the greatest extent possible during construction, Nonerodible material shall be used for the construction of causeways and cofferdams, Earthen fill may be used for these structures if armored by nonerodible cover materials. MS -t: When alive watercourse must be crossed by construction vehicles more than twice in any six-molnth period, a temporary vehicular stream crossing constructed ofnonerodible material shall be provided, MS -14: All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be net, MS -15: The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse ;is completed. MS -16 Underground utility lines shall be installed in accordance with the following standardsinadditiont to. other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches c.. Effluent from dewaterin ope_ratioxs shall be filtered red er passed through an approved sediment trapping device, or both, and discharged in a manner that: does not adversely affect flowing streartas-or off-site property. d. Material used for backfilling trendies shall be property compacted in order to minimize erosion and promote stabilization, e. Restabilizatio ll be accomplished. lis c n shall co p fico in.a cordance with these regulations. f Applicable safety regulations shall be complied with. MS -17: Where construction vehicle access routes intersect paved orpublic roads, provisions shall be madic to minimize the transport of sediment byvehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road:surface shall be cleaned thoroughly at the end. of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control. disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as welt as to :larger land -disturbing; activities. MS -18: All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary' measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary 'measures shall be permanently stabilized to prevent further erosion and sedimentation, MS -19: Adequate outfall information **M S-6 and MS -1.9 deal with design aspects of'the plan, For, further information, please consult the latest, edition of the Virginia Erosion and Sediment Control Handbook: GENERAL EROSION AND SEDIMENT CONTROL NOTES'; 9. All temporary stockpile locations must be shown on the plan,. 10. In subdivision developments, temporary sediment basins/traps must remain in place until all disturbed areas are stabilized. Sediment basins/traps cannot be removed without approval of the Department of Public Works, Once the temporary sediment basin/traps have been remov4 the developer, contractor, and/or homebuilder are responsible for erosion and sediment control on individuallois until stabilization zataon is achieved.:. 11. In the event a: contractor' dumps, discharges or spills any oil or chemical that reaches or has the potential to reach a waterway, the contractor shall immediately notify all appropriate Jurisdictional atencies (State, Federal, and Department of Public Warks (520-9334)) and shall take.'immediate actions for containment and removal of the oil or chemical: UTILITY CITES: L All storm and sanitary sewer lines not in streets are to be mulched and seeded. within.7 days after backfill. leo more than 500. feet of trench is to be open at one time: ?. All construction discharge water shall be adequately filtered to remove silt prior to discharge into waterways and wetlands. STREAM CROSSINGS / DIVERSIONS: 1. No motorized equipment will at any time be within a waterway unless supported by floatation equipment or a temporary' construction pad composed of clean non -erodible material (rocks, rip -rap, mats). 2. All stream crossings Iand strum diversions rewire approval from the Liepartment of Public Works prior to any in -stream work. LIME / FERTILIZER: 1, The area to be seeded shall first be treated with commercial 10-10-1p fertilizer at the rate of 30 lbs. per 1000 sq.ft, and treated with agricultural lime at the rate of 100 lbs,: per 1.000 sq ft:, which shall:be uniformly worked into the surface to a minimum depth of 1 inch, SEEDING NNOTES:. 1; All stabilization/seeding will be accomplished in accordance with the Virginia Erasion and Sedimentation Control. Handbook. 2. Any disturbed area not paved, sodded; or built upon, will have a vegetative cover prior to final inspection, and in the opinion of the Department of Public Works will be mature enough to control, soil erosion satisfactorily and survive sever weather. conditions. 3 Stream diversion areas, waterways, batiks and related areas will be seeded and mulched immediately after work in watercourse is completed. 4. Winterization any disturbed area not paved, sodded or built upon by October 15 is to be seeded and mulched on that date unless waived by the Department of Public Works, 5. All wetlands temporarily disturbed during construction will be restored Other original elevation, by removing excess material, grafting and seeding with a wetland seed mix. In no case shall wetland areas be reseeded with any species of fescue. 6. Temporary ?seedin will be applied within 7 days to denuded areas which may notbe at. final grade but will remain dormant (undisturbed) for longer than 30 days. For temporary seeding use 50% of the recomineuded rates of fertilizer,, litre and full amount of seed and mulch required for regular seeding. 7. Electric ower, telephone, and as supply trenches are to be compacted seeded and p � p , n g 1?P y mp , mulched within 7 days after backfill: S. Before sowing seed, rake surfaces to eliminate depressions and ridges. Cance seed is sown,. lightly rake in order to cover the seed no deeper than; Ya", and water, Seeded surfaces shalt be covered with straw or bay to prevent erosion and protect seeding. Contractor is responsible for protecting, seeded surfaces until a good stand of grass is established; 9. The "Hydro -Seeding"' method may be used, provided the seed, rate per square foot is the same as specified, The'mulcli rate shall be such as to provide proper seed protection and prevent erosion. If the mulch rate is not sufficient, as evidenced by Slopes after spraying, then the Department of Public Works may, require the Contractor to inerease the amount of mulch in themix, No extra will be allowed. TEMPORARY SEEDING: Planting Dates Species Rate (lbs,/acre) Sept: I - Feb. 15 ',oda Mix of Annual Ryegrass 50'"1 00 (Lolium multi-florum) and Cereal (Winter) Rye (Secale cereale) Feb, 16'- Apr. 30 Annual Ryegrass (Lolium multi-florum�) 60-100, 1, Erosion and sediment' control (ESC) devices must be installed and maintained iia accordance with the May 1 - Aug. 3.1 Gelman Millet (Setaria italics). 50 latest version of the Virginia Erosion and sediment Control Handbook and the Virginia Erosion and Test Method hA AN): PERMANENT SEEDING: Fabric Weight D 5261 Sediment Control. Regulations: 31 2, Minimum Care Lawn All vegetative and structural erosion and sediment control practices will be constructed and maintained 'Totallbs /acre) - ......._.._._ 50/10 according to minimum standards and specifications of the Virginia Erosion and Sediment Control . Kentucky 31 or Turf-Type'rall :Fescue or 175 -200 lbs: :141/70 ibs, _ Handbook and Virginia Regulation VR 625_0200 + Commonermudagrass ** 75, lbs: -- --- ASTNA D-483.' All erosion and sediment control (ESC) measures must be placed prior to, or as the first step in grading, High Maintenance lawn 5 A", Mullen 8u sf - ................. The preliminary limits of disturbance must be the minimum' necessary, to allow installation of the ESC; a Kentucky 31 or Turf Type "Tall Fescue or MO -2.50 lbs. 2J measures and should include all areas necessary for installing the initial ESC measures, including silt • Hybrid.Bermudagrass (seed) ** or 40 lbs. (unhulled). ?/�! fence, sediment traps, diversion dikes, stockpiles, borrow areas, staging areas, etc. Disturbance outside of • Hybrid Bermudagrass (by other vegetative establishment 3f) lbs. (Bulled) 6M-44 I ......... the preliminary limits of land disturbance may not occur until the Department of Public Works has method, see rite Va. E�cS c?titroi p rY y p Handbook Std. &Spec. 3.34), 2 approved the ESC measure, installation. .If. additional ESC; devices are found necessary during construction, they must be installed as directed'by the Department of Public. Works. General Slope (3:1 or Tess) 4, Unless otherwise, approved by the Department of Public Works, all runoff must drain to a sediment basin a Kentucky 31 Fescue 12.8 lbs. • Red Top Grass 2 lbs,- or trap during all phases of construction. • Seasonal Nurse Crop 20 lbs. 150 tbs. 5: A construction entrance must be constructed and properly maintained in accordance with Sed. & Spec . 3.05 - Construction Entrance, in the latest version of the Virginia Erosion and'Sediment Control Low Maintenance Slope (Steeper 3:1) Handbook. If mud tracking becomes a problem, the Department of Public Works will require additional . Kentucky 31 Tall. Fescue 93-108 lits. measures (i.e. wash rack). • Common'Berniudagrass ** 4-1.5 lbs b Red. Top Grass 2 lbs, 6. If dust becomes a problem during construction, a water truck wilt be required on-site at all times; and deist • Seasonal Nurse Crop 20:tbs. roust be controlled in accordance with Std. &.Spec. 3:39 - Dust Control, i the latest"version ofthe, Sericea Lespedeza ** 201 lbs 1501bs; Virginia Erosion acid sediment Control Handbook. * Use seasonal nurse crop inaccordance with seeding dates as stated below: 7. Dewatering of footings, excavated trenches, sediment basins/traps, etc. must be done in accordance with. February, liilarch - April Annual Rye ...................er ... Annual Millet Std. , Spec, 3,26 -' Dewatering Structure, in the > latest version of the Virginia Erosion and Sediment May 1st - October September; Cictober - November 5th .Annual Rye Control Handbook. The Department of Public Works must approve the method prior to beginning November 16th - January . .....:;„ ........... Whiter Rye dewatering: ** May through October, use hulled seed. All other seeding periods, use unhulled seed, 8: All activities on the site must comply with the County of Albemarle Code and the Weeping Love sass may be added to any slope or low maintenance mix during -warmer seeding periods;' ass 10-20 lbs./acre in mixes, current Virginia Erosion and Sediment Control Handbook, GENERAL EROSION CONTROL NOTES (TABLE 6-1 VESCH), ES14: Unless otherwise indicated, all vegetative and structural erasion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virgirtia `Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES -2; The plan. approving authority must be notified. one .week prior to the pre - construction conference, one. week prior to the commencement of land disturbing activity, and one week prior >to the: final inspection. ES -1 All erosion and sediment control rTaeasures are to be placed prior to or as thefirst step in clearing. ES -4: A copy of the approved erosion and sediment control plan shall 'be maintained on the site at all times; ES -5: Prior to commencing ,land disturbing activities in areas other than indicated on these plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a. supplementary.erosion control plan to the owner for review and approval by the plait approving authority. E5-6: The contractor is responsible :for installation of any additional erosion control measures necessary tri? prevent erosion and sedimentation; as determined by the plan approving authority. ES -7: All disturbed areas are to drain to approved sediment control measures at all times, during land disturbing activities and during site development until final stabilization is achieved. ES- During dewatering operations, water will be pumped into,an approved filtering device. ES -91: The contractor shall inspect all erosion' control. measures periodically and after each, runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion. control devices shall be made immediately, SANDBAG OR EQUIVALENT IMPERMEABLE SHEETING 10'x10' 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 5 0RMWATER THAT WILL BE DISCHARGED FROM THE SITE OR COMMERCIALLY AVAILABLE AILA E 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 85% TO PREVENT ANY POTENTIAL OVERFLOW IN A STORM EVENT. 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. LINED CONCRETE WASHOUT PIT 6" SILT SOCK NOTES: INSPECT WEEKLY AND AFTER RAIN EVENTS OF 0.5" OR LARGER. REMOVE NOTICEAIBLE 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, __ :Woven ,Property Test Method hA AN): Deviation Fabric Weight D 5261 4.73 �z>sq./yd, 31 -.... Crab Tensile (MD/ID) + ASTM D-4632 - 326J2].<i lbs ......._.._._ 50/10 TrrApe,zdd Tera€ f,MD/TD) -- ASTM D-4533 :141/70 ibs, _ 10/9 I Punoture -- --- ASTNA D-483.' 1109lbs. -- 5 A", Mullen 8u sf - ................. AS1M U -378b _.._.. 376 psi. 2J UV Resistance (2000hrs'' AST,R D-4355 ?/�! ................. Water Flow 6M-44 I ......... 180gP-1/sq ft 2 SILT SOCK NTS WHERE REQUIRED, COVER STOCKPILE WITH FILTER FABRIC AND SECURE WITH STAKES WIRE SUPPORTED 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 113, 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 E DETA L 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 RESPONSIBLE FOR COMPLIANCE WITH MAINTENANCE AND DISPOSAL LAWS AND REGULATIONS. THE MANUFACTURER OR SELLER ASSUMES NO RESPONSIBILITY FOR PROPER OR IMPROPER MAINTENANCE DR DISPOSAL. CATCH BASIN DRAIN GUARD NTS GreenherUFarrow 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 PROFESSIONAL SEAL 4*400� T Nl� 1 i 01. ri c� 46 v Y ` 1. N( 1. / [.ic. No. )111571) 4 If LICENSE 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 EROSION CONTROL NOTES AND DETAILS SHEET NUMBER C6m2 COVary 1lt CtOF :rSILTFENCE �I'r FENCE N .SRP Greenberghrrow STONE CONSTRUCTION (WITH WIRE ��iPPORT)C7LOT��L 1992 3.38 1':'$ci POST'S AND c>cAVArT A a•xa; zSTAPLE WIRE-_rLNLInO Td -THF. ,-�usrs. - - 192 - 3.13 ExisrTris SET 'S AND_ EXCAVATE THE .It,t z X 4• wraa e AN,_ 153 Cordaville Road, Suite 210 - -- - Southborough, MA 01772 7r;:^ MIN. - BRI,P ird.E.T - p (� IVIMUM TOP WIDTH (W) 2 PAVEMENT Dr -DOSIS: ..�.,JdTH GHAT �� t. 508 229 0032 F REQUIRED FOR Emilia .. RAmE T, t -r :5': MAX. 7,....` FILTER :CLrrTH- 6'gin. : q (OPTIO bLE BERM '"- 4UPTIC7NAL7_....- rq', 7-� p�, q ,{ �;t �7' r I+ �' r TRAP TAP I_'1 IDA.i 4'W L' ! Y T SEDIMENT COPYRIGHT NOTICE ,.< SIDE ELEVATION (tIII ,'- I -- f--^ !t y � � ,� jJ._ � � ;���,� This drawing is the property of the above exrsIINr rROUND �' ` t,il i r I I i ' / f E T' �\WN.Q [ Q �jl� ACCORDLYG O E ' �g T ' referenced Professional and is not to be used - � � ,-'!,✓ I ,.r"-_""�',�t I, r' _.___.�> s' . �i�.li,a.uS.i.l �-.,- oRw uNE._, �»-•„sw.,- � �11 d ,E' ;f . III, -.' . ---..� Ei1 �Il�il �;,� ` -- --- "---` 1 .__'_- _�`--„'•1 �,,.;. -- ( for any purpose other than the specific 7a' MIN. _ - I l,l,: l'IA1vf'_NT�'' p 1 =tt \_ PROTECTIVE oEVCE- r o ect and site named herein, and cannot I -1 I [ 1- CAT HER U be reproduced in any manner without the $ wAsiiRacK ° wF��' ((c Excess I ress writtenpermission ermission from the Professional A' . CORNERS ' MAXIMUM LIMITS OF CLEARING ARG GRADING I9' MiN 12' MIN," }� EXISTING �tasr _ m11- I" f „= I PERSPECTIVEPAVEMENT PROPOS D:awslNc� ,»N_ t ISSUE/REVISION RECORD 3. l DATE DESCRIPTION _ 1 1. 1'wTTACh THE IIL,FR-Fn:�RIC TG THE''wlftF 4. Nq kFlt,i. A1Jf.� CLIMP.AC:r TI:;E -. F f IN. S' ',w11�',: !7.r!r� :. '�' 5 1,5 2.9 ^^ VDOT..#1 j POSITIVE LO` M,N: - - :'STAKE' r m� GUJRaE AGGREGATE B f 7U -SE33; _ FENCC AND EXTEND 1i INTO THE "RENGH. EXCAJ„TFCI SOIL.. "�''~ I � '"�,� "ti•/'M VIS EtESS TIRANE. 9 3 / / � 1 � D z n ,,,� 0 �0 �15 PERMIT SET �V s 3. u TRAPPING-DEVICE € �, �1JQ H Aa 3.0 3•6 Ol 22 16 ARB RESUBMITTAL IM615T EXTEND FULL WIRTL{ I ARPIC jr I s.0 4.a 4:° 6 PERMIT SET € OF IIrRE$5'AND EGRESS PLAN VIEW CONSTRUCTION OPERATIONS RELATIVE �[r II 1 aPEranax, fl .--.L= 05/11/16 COORDINATION SET . � I� L, MIN. TO THE LOCATION OF PROTECTED TREES AK. DEPTH 41 ,�• MIN,..-''.`--. ,4 i - � m. � Il I ---- r9 � _�--- ------ � DRi r�I. 05/27/16 PERMIT SET R-1 .'_: MIN. T.,...../". ii7;•.r., 06/02/16 LL/PRE- PERMIT REVIEW SET - _ Source; F'tziillc Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 06/06/16 B@ SET 07/22/16 LANDLORD RD RESPONSE ��„ ELEVATION OI' STAKE ANIS ��. _�= I FILTER CLOTH ✓ r'.. _ ]Till' .t�t.OW 1 ,.�' __ ii�1l` FABRIC ORIENTATION D'I}, I.AIIJ A 14. N4 im Iran 'e: In spite of precautions; some damage to protected trees may occur. Source:: Va. DSWC Plate 3.1:1.-1 SECTION` A-A l�iI �tji In such cases, the following maintenance guidelines should be followed: 07/26/16 PERMIT SET R-2 F P' II I , II' a. Soil Aeration - if thesoilhas become compacted over the root zone of any I EXTENSION Of FAEIRIGVD WIRE INTO rHETRENCH. SPECIFIC APPLICATION tree; the round shall beaerated bYPu-nchin holes with an iron bar. The bar TEMPORARY 71uI E T TRS P I )4 t r 1 THIS MET140D OF INLET PROTECTION 19 APPLICABLE.. WHERE THE shall be driven I-foot deep and then moved back and forth until the soil i5 ,R TEEa rAORIC INLET DRAINS A RELATIVELY FLAT AREA (SLOPE TWO GREATER I'l VARIABLE" THAN 5,K) WHERE THE INLET SHEET OR OVERLANDFLOWS (NOT �. 4 A EXCEEDING: I CES,) ARE TYPICAL, THE METHOD SHALL NOT loosened. This procedure Shan be repeated every 18 inches until all of the VAF TABLE" REINFQRCEn CQN1:REi£7 "BRAIN.'-PACE. I -_.,:: lj�., 'Lill ( '� APPLY TO INLETS RECEIVING �CONCENTRATED � FLOWS, -SUCH AS ; compacted soil beneath the crown of the: tree has been loosened. .;i ORIS a IItLI i ill_kI LIN ' STREET :t7R HIGHWAY MEDIANS. SECTION B-B 1?: Repair Lif IYanTaee oI _. -1 Source,: Adapted from Installation of Straw and Fabri' Fir gr Source: N.C. Erosion and Sediment Control 1) An damage to the crow .trunk, or roots stem of an tree retained N % v �L 'Source. Adapted from 1983 Margtand Standards for Sall' Plate -3.02. .�iai Y g �. system Y Barriers for Sediment' Control,: Sherwood, and Wyant Plate 3.05-I Planning and Desi I� on the:site shall be repaired immediate] Erosion and Sediment Control, and Va. DSWC � Design Manual 1�8$ Plate 3.07-1 P Y. 67- CV, YO.IACRE ___-. _ __ ..___ . _...... 2) Whenever major root or bark damage occurs, remove some foliage to d' MAX, �;`ONS"Tft'(�C�T101V OF A f� LT � EVC trRr� C��`L ��1R1� I1�!T� ' reduce the demand for water and nutrients_ tExcAvnrea}. The: entrance shall be maintained in a condition which will prevent tracking :or iiow of mud � � ' ��=I t�I� i� � FILTER CLOTH ORIGINAL GR7UND onto public rights-of-way. This may require periodic top dressing with additional, stone or TVI THD (I T I';'rTRE L5 UPPOR T) FILTER 3) Damaged roots shall immediately be cut off cleanly inside the exposed ELFV: or damaged area. Cut surfaces shall be aimed with approved tree the washing ;and reworking of existing stone as conditions demand and repair and/or i. S1ET THE ST.AKES,.. 2. EXC.At ATE A 4",i` 1'" TI ENCH � ii' Pp 'SEE PLATE 113-1 CQARse AGGREATr" CLASS 1: RrPRAP cleanout of oily structures used to trap sediment, All materials spilled, dropped, washed, UPSLOPE ALONG Trig` LINE OF: k paint; and moist peat.moss, burlap, yr top-soil shall be spread over the STAKES, - _ _ exposed area. or tracked frvna.Wehicles onto roadways or inta:storm drains` must be removed immediately, ^''^•�_�----"-. I p The use of water trucks to remove materials dropped, washed, €or tracked onto roadways will CROSS SECTION OF OUTLET ✓` 4) To treat bark damage, carefully cut away all loosened bark back into not be permitted under any circumstances. the undamaged area taper the cut at the top and bottom, and provide --"• r : �I f"T �'- 11 ••�.,, �.r` - CLASS T. RIPRAY _� .< - �,. �.• - i s x� � .-< - - "s, J ti _--=-'"� drainage at the base rat the wound (Plate 3.38-8}: LENGTH (IN Illi) = _ ORAiWu3E AREA. All tree limbs damaged during construction or removed for any other -^^^ , reason shalt be cut aft above the collar at the preceding branch UNERSIQMINKE - T ' rwW /_. :ll,1111= / :..: '~ / i junction (Plate 3:38-8). / O CK CHECK C DA M �,I„ _ � 6) Gare for serious injuries shall be P y rescribed b 3 forester or a tree. 'rte �•%` specialist. � ��`�- �. 3. STAPLE FIL"T"ER MATERIAL 4.: BACKFILL AND COMPACT 2 ACRES OR DESS OF' DRAINAGE AREA: TO ST.r1Ir,1..S AND EXTEND THE EXCAVA'T'ED SAIL: C. Fertivizafion: Broadleaf trees that haus been stressed or damaged shall IT It1C0 THE 'I'RFNCi1; I - - aRkyr; r.:',LTER ;, receive a Heavy application of: fertilizer to aid their recovery, ...___ _ RUNCOFF WATER'-, : �`.. - WIRE 1nr$i, - } :7, �.' 1} Trees shall be fertilized in the late fall (after October 1) or the early COARSE AGGREGATE WA ER - '9� spring (from the time frost is out of the ground until May 1). Fall - 3 irf /'-"^--'..;,�. .."'_�_.._-.._✓;�. f EXCAVATED... j FILTER CLOTH ` i I - � /�� : •' ,�.-'r ' S' applications are preferred, as the nutrients will bemadeavailable over �,.. aFiIA 1 � F1tTsR CLOTH ""``�,,,,.>-�-�•'--., (OPTIONAL) IJIlr / IFIII 1�_�_ a longer period of time. • ,j �' /' v •' I,I�iL T ! LLT 1 r" PROF SSi1ONAL':'WL {UfiwNSTI2E::a.I;t viE:w) , / c-�-.�-' �, r i � .i,` �-.-`/ � I -�., , I � i � „ , __ ; _ 2} Fertilizer shall. be applied to the soil over the feeder roots (see Plate „ � " �; I l III f j [j, a F'Z1�A / i 1, , IIj11 ) ALJ m li. l) li[; ° :ILl� COARSE AGGREGATE `SHALL BE VOOT �3, #357, OR ITS � �: tib.] l t 0 � l T 3,38-9). In no case should it applied closer than 3 feet to the trunk. a`? I•' i sl SII =}Ii ]]illi N X1111'° DCT ,r�, OUTLET {PERSPECTIVE VIEW) COARSE AGGREGATE -- _ _...t Lo1M Nr - �,I l.11r�[ : _� Tire root system of conifers extends some distance beyond the drip (PERSPECTIVE } iif E,1STT WFLOW INSTALLATION iiilT lj� ^ Glr iT line. Increase the area to be fertilized by one fourth the area of the FLOW - '`^.7 3' CO JrRt�i E. [3f11 iE:rZ -..._� crown, CURE iNt E Source: Va. DSWC: Plate 3.13-2 E I1 3) Fertilizer shall be applied using approved fertilization methods and ABio. �`•'f-\...`._,'_ .-. j equipment. _. antece, 1ic. No. c i9»71srTeittc APPLICATION -10 ACRESf ?AJ ATI AREA: 4 r3 ) Formulations and application rates shall conform to the guidelines 1, Sediment shall be removed and the trap restored to its original dimensions when the /u`\ r S 1i I THIS.:MEI'HOD OF €NLE7 PROTECTION IS APPLICABLE. AT CURB INLETS� ; iven.in Table 3.38-A. sediment has -accumulated- to .onehalfthe designvolume- of the wet, storage. �E.' `•;'" lf,�%!�, -. • . " "'''. ``tier ` WHERE :PONDING IN FRONT OF ThE STRUCTURE IS NOT LIIK_ELY To CAUSE - Sediment . , : � ,•t • a - lC 11 INCONVFGNIENCF OR DAMAGE; TO ADIACE:NT STRUCTURES �AtND UNPROTECTED .TBmUVdI from the b�taln.shall be deposited in a.Sttit ole area and in S._C. -, X111111- ]Till " a manner that it will not erode and cause: sedimentation aroblems. j AREAS. Maintain a ground cover of organic mulch around trees that is adequate to 1 Imo_. A_,_ _ I ' r'^^ - ? POINTS, :A. SHOULD BE HIGHER THAN POINT B, prevent erosion, protect roots, and hold water, 0 ` �• � cWEL STLa ,t, BE VDar #3, #257 OR, 5 COARSE AGCRE(GAT , 2. Filter stone shall be regularly checked to ensure that filtration' performance is LICENSE # 0402©1570 1,u j DRAINAGEWAY INSTALLATIONY P (FRONT ELE'i'AMN) _- -_-- -- ___ _ _-_ _...-- _--._..._ maintained. Stone choked: with sediment shall be removed and Cleaned or replaced. [ E`[trrii c'zo•rFi ,.,, - _._ (OPTIONAL:) --__,� � Source: Adapted from lnstaliation of iatrdw and Fabric Filter 3. The structure should be checked regularly to ensure that it is structural) sound and PROFESSIONAL IN CHARGE __..__ ...:_..__ .._.__.f__ � Source; Va, DSWC Plate -3.07-5 g y Y JOHN NOURZAD P.E. � terriers fear Sediment Control, Sherwood and 'Wyant .Elate 3.OS-2 has not; been damaged by erosion or construction equipment. The height of :the i (DCSIYN"`I'P,EA„1 iEw'} Maintenance stone outlet should be checked to ensure that its center is at least 1 foot below the PROJECT MANAGER vopr I I top of the embankment. COARSE AGGREGA'VE..._...__,.,..,., -... Maintenance - ANDRE PIMENTEL � is The structure be inspected after each rain and re-pairs made as needed; FLOW 1. silt fences shall. be inspected immediately after each. rainfall: and at least dailyduring2, Sediment shall be-removed-and the trap restored to its '(original dimensions when the. QUALITY CONTROL _ ._....... prolonged rainfall., required repairs shall be made iminediatel p Any Y re � p Y• sediment has accumulated to one, half the design deiptla of the trap. Removed, STEPHEN POWERS P.E. E sediment; shall be deposited in a suitable area and in siucb a manner that it will not DRAWN BY . s` ..... .....x.__. 2. Clrzse attention shall be paid to. the repair; of damaged silt fence resulting from end erode. KYLE PITZ. .... runs Arad undercutting: 3 Structures shall be removed and the area stabilized when the remaining drainage _ 3. Should the fabric on a silt fence decompose or become ineffective prior to the end area has been prnperIy stabilized,. of the expected usable life and the barrier still be necessary, the fabric shall be Source: Va, DSWC Plate 3,W-1 replaced promptly. PROJECT NAME - 4. Sediment deposits should be removed after each storm event. They must be WTEXAS PA Ci11�/ lr ��,� "�' �'�>'�?/;? �7 �.�/�r, ��� �a� :�,����' € removed wlieTz deposits -reach approximately ane-half the liei�tit o£'tile. barrier.. TYPICAL T r r ORIENIA TION OF TYPICAL. TREATMENT ME.NT - I 5, Any sediment deposits remaining: in place after the silt fence is Ito longer required , shall be dressed to eonforat with the existing grade, prepared and seeded. TREATMENT - (SOIL STABILIZATION BLANKET) ROADHOUSE L THE DISTANCE SUCH THAT POINTS 's'-OIL STABILIZATION BTA-YKE r1'1 INSTALLATION CRITERIA A AND F3 ARE OF EQUAL ELEVATION ..__ _ _. _.._ _ ..__.._ __ . _..... ____ __:__...._......_.._..SAALLQW v (' St.OFE (,: �,•`` .. --ri 1 r9F St : ANCHOR SLOT DIVERl ry B ON St.LutiS QPEa-TR,PS OF APPROXIMATELY 3AhTEiY 500 STAPLES REQUIRED. REp. PER ,Da LO Y OF MATERIA!R 1 EE PIAOSScs ANCHOR, SLOTS, JUNCTION $LOTS 4k VAI ACROSS CHECK SLUTS TQ."EI) 6"TO 72' BE ; CHARLOTTESVILLE -I till PE, 107 SE LEMENT 1 _ 12" MAX. 4:1 6R FLATTER VIRGINIA .. .__._. 6":IAX. STEEPER TWW d:i E,.--- y,j 1fI tt! i1 =-li Q.3` FREE HOATtU 'T ...... -____ JUNCTION [�` J. i? .: SAGE i 3 j AND END JOINTS TO HE -SNUGLY ABUTTED IL� 3 CHECK SLATy; I vii �1 Y .-11TI! I I = I :sr:vcN ervw uerle T s �7'I I WHERE'THERE 6 A�©ERM .AT� THE TOP iii• THE. SLOpE; (JUTE- ME`si{ WILL kiAtr£ I`\ - MG THE MATERIAL. Gt R THE DERM AND ANCI iOR (r' 'fERMINPL :FOLD STAPLED AN' J94, \ , _._,.:.,.;....W. �. _.._.._.._ ._ ................... , ....__.................. �1 ati1ND THE BERM, .I- Liv oFED_E TorxT) 455 ALBEMARLE SQUARE LAP DONT : MW. 1-j-... ° E G JUTE MESH ONLY Source: Va. DSWC Plate 3.20-2 li-;il.-+` - TAMP FIRMLY �7. � 1 SLOPE ,,:.• � - 5' MAX, a:, R THAN *,,I _ I ALBEMARLE COUNTY SLOPE -3' MAX. STEEPER THAN 4:, Mainten' e TYPICAL, t'AR,ABOLIC DIVEIZSiON ON STE SLOPES, APPLY -G`- To ,2" PROTECTIVE CVERING PARALLEL Check das should be cliecked for sediment accumulation after each Rnroff-producing storm I event. Sediment should be removed when it reaches one half of the original height of them-Tt To THE aiRECilIIN c =LG4 i AND ANCHOR SECURELY: i i I _. measure. :....m ......_.._. ,. I ._ " `OtiECIC SLQi- FREE NUAIW s Regular inspections should be made to insure that the center of the darn is lower than the edges. Erosion caused i; high flows around the edges rat the darn should be corrected (iI ; _ (1I - „N t'A ,>:,, _ ...� j� 1 g y b - a [ -'I IF�Li l- - 1- ' i"" vaz. `I VAR. "I - - _ - TAMP CNE MR Ly iinmediat<ly, 8NNG MATERIAL DOWN' TO A. LEVEL AWA fiffoHE- E' TO i7' G" til s:..Mlti. PLAN VIEW N I. %:AVER #' AW STAPLE AT is INTERVALS. .. TERMsaAnNa HE INSTALLATION. PORN THE END STAPLING DIAGRAM 2,. STAPLE FORMED FROM NO,II STEEL WIRE, 'CHECK SLUTS AT MIN. p _ p r� 7 }-�r7 `77'� { y` �-a 7r-�;� .- 8' STAPLENO REC INWITH ALL TERVALS:: H IPYPIC.AL TRAPEZOIDAL I�I�: ERSION I ., ... Er SEARLE MIIN. LENG111 OR.,OTHER SQL "COMBI ATION'9LAVKETS DITCH FLOW _ _.____ _._..., JLINC710N SLOT -TAMP a 1 I i F IN OITCHE T APPLY PROTECTPIE GV1111 s- 1 "•••- -,- FIRMLY TERMINAL FOLD �7 �; �j �y T �-r p T {� �} r 1� �, i 1�C ji:C iJR iL.1 ��1 1 x l 117 Lill] t f 1 r z 5 To it y I PARALLEL THE DIRECTION OF. FLOW, TAMP FIRMLY a 4I CHECK SLATS AS THE C qTE RVDIC? 2" 107. ETTi.F;.bEEP:T EE ' . .Y....._....,._.... _..::._..__ .. ._ I - •FMF D.I is+P.IF AT IN THE CF..LE, OF � _K__i' ^-.. € rH6. DITCH IF AT r11L PO$Sl9LE. - ,U Q':i' ERRE. HOARD �.. „. �. _f+ 441, l� 1 X �. T im CarrilJacte 1. SoilIN1� I, :"[„{f � -� ' I rl. i 1 i 1.8 Tn z;:6:: t -Flow PROJECT NUMBER i Source; Adapted from Ludlow Products Brochure Plate 3.36-1 Source: VDOT Road and Bridge StanddsPlate 3.36-2 TYPICAL VEE RAPED DIVERSION' 20140710.0 M1 1 M.gintentince SHEET TITLE L ................. ............................. ....................... -- 4.5' min. xiry. All soil stabilization blankets and matting should be inspected periodically following installation, particularly after rainstorms to check for erosion and undermining, Any Source;: Va. DSWC Plate 3;12-1 dislocation or failure should be repaired immediately. If washouts dr breakage occurs, re EROSION C 0 N TR 0 L install the material after repairing dam --c to the slope or ditch. Continue to monitor these Maintenance areas until which time they become permanently stabilized; at that time an annual DETAILS N inspection should be adequate.. 1 Before final stabilization, the diversion should be inspected after every rainfall and at least --- _..__ _.____ ........ _ once every two weeks. Sediment shall be removed from the channel and repairs made as = J Source: Va. I7SV1lC' Ptah 3.09-1 necessary: Seeded areas which `:fail to establish a vegetative cover shall be reseeded, as 'necessary, U Maintenanr� i The measure shall be inspected after every storm and repairs made to the dike, flow SHEET NUMBER channel, outlet or sediment trapping', facility; as necessary: Once every two weeks,:--whether a storm event has occurred or not, the measure shall be inspected and repair's made if needed. Damages caused by construction traffic or other activity must be repaired before.C6m3 the end of each working day, 3.0" HM/ (TWO 1.E (VDOT 9 3.0" HM/ (TWO 1.: (VDOT SI -OAT ALLON PER YARD) ME COAT i5 GALLON PER ARE YARD) O %,RUJI-ILV JIUI'IL (VDOT 21A) )BGRADE. CONTRACTOR SHALL REMOVE ALL UNSUITABLE SUBGRADE AND REPLACE WITH SUITABLE STRUCTURAL FILL AS REQUIRED. HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE T. -)AT ALLON PER YARD) ME COAT 15 GALLON PER ARE YARD) U VI\uJIILSUBGRADE. 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. ONSTE PAVEMENT DETAIL NOT TO SCALE ANCHOR WITH (2) 18" LONG #5 STEEL REINFORCEMENT BARS B PLAN VIEW 6 8" DRAINAGE OPENING ANCHORING PIN HOLE (TYP) FOR #5 REBAR SECTION A -A (2) #3 STEEL REINFORCEMENT BARS (GROUT HOLE FULL) .6, I 6" (2) #3 STEEL REINFORCEMENT BARS ANCHOR WITH (2) 1 B" LONG #5 STEEL REINFORCEMENT BARS SECTION B -B TOP OF ASPHALT OR CONCRETE PAVEMENT (SEE PLANS AND PAVEMENT DETAILS) PRECAST CONCRETE WHEEL STOP TOP OF ASPHALT OR CONCRETE PAVEMENT (SEE PLANS AND PAVEMENT DETAILS) PRECAST CONCRETE WHEEL STOP —_—.1 BROOM FINISH dAJL I;UUKSL UNULK JIULWALK TOOLED COMPACTED SUBGRADE (SEE NOTES 1 AND w 2) CONTRACTOR SHALL REMOVE ALL N z UNSUITABLE SUBGRADE AND REPLACE WITH 18" LONG NO. 8 EPDXY COATED—/ m SUITABLE STRUCTURAL FILL AS REQUIRED STEEL DOWEL BAR AT ALL EXPANSION JOINTS (SLEEVE ONE END) NOTES: 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. MONOL TH C CONCRETE CURB 1.9 AND SIDEWALK DETA L NOT TO SCALE 1 1 "R-TYP. 6" ALL CURBS 6" (OR AS NOTED) SEE PAVEMENT SECTION DETAIL 9" NOTES: 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 ADJACENT TO DEPRESSED CURB - 6" MONOLITHIC CONCRETE ADJACENT TO MONOLITHIC CURB AND SIDEWALK CONCRETE WHEEL STOP DETAIL NOT TO SCALE mn I u InL. COMPACTED SUBGRADE SOILS, PER GEOTECHNICAL REPORT. A_A SECTION MONOLITHIC CONCRETE CURB 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 PORTLAND CEMENT CONCRETE (4,000 PSI) TOOLED EDGE—\ I zz— ONG 2% SLOPE (MAX.) r 4" COMPACTED GRANULAR SUBBASE MATERIAL. B_B SECTION PAVING EDGE COMPACTED SUBGRADE SOILS, PER (FLUSH CONDITION) GEOTECHNICAL REPORT. GRASS/EART ® ® GRASS/EARTH 7CJ INTERNAL TO MATCH WIDTH EJ EVERY 50' UNLESS OTHERWISE NOTED II 11 PAVING B -B A -A CONCRETE CURB . u. 1 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 JLL rl1V IIVV 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 LESS THAN STANDARD GEOTECHNICAL SPECIFICATION NOT TO SCALE EXISTING ASPHALT SURFACE TO BE MILLED 1" TO 1.5" PRIOR TO OVERLAY (VDOT SM-9.OA) EXISTING AGGREGATE BASE CLEAN AND SEAL ALL EXISTING ASPHALT CRACKS AFTER MILLING. TACK COAT (0.14 GALLON PER SQUARE YARD) �— EXISTING PAVEMENT EXISTING SUBGRADE ASPHALT CONCRETE OVERLAY DETAL NOT TO SCALE Greenberghrrow 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 PRO R iti"itIL(SE 0 L ��� vW L, ►t31�)5 7i) v ( LICENSE # 04102019570 PROFESSIOAAL 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 ■ i/ FINISH; BROOM FINISH - INTERIOR W/ TOOLED EDGE -"WINDOW FRAME" II 11 PAVING B -B A -A CONCRETE CURB . u. 1 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 JLL rl1V IIVV 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 LESS THAN STANDARD GEOTECHNICAL SPECIFICATION NOT TO SCALE EXISTING ASPHALT SURFACE TO BE MILLED 1" TO 1.5" PRIOR TO OVERLAY (VDOT SM-9.OA) EXISTING AGGREGATE BASE CLEAN AND SEAL ALL EXISTING ASPHALT CRACKS AFTER MILLING. TACK COAT (0.14 GALLON PER SQUARE YARD) �— EXISTING PAVEMENT EXISTING SUBGRADE ASPHALT CONCRETE OVERLAY DETAL NOT TO SCALE Greenberghrrow 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 PRO R iti"itIL(SE 0 L ��� vW L, ►t31�)5 7i) v ( LICENSE # 04102019570 PROFESSIOAAL 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 ■ NOTE: 1. SYMBOL SHALL BE CENTERED ON WIDTH OF PARKING STALL AND PAINTED WHITE ON BLUE BACKGROUND UNLESS OTHERWISE DIRECTED BY LOCAL BUILDING CODES. ACCESSIBLE PARK NG SYMBOL DETAIL NOT TO SCALE rn I 0 I WIDTH OF ROADWAY PROP. "STOP SIGN" (R1-1) (PER MUTCD) LANE WIDTH o I NOTES: 1. PAINT SHALL BE WHITE THERMOPLASTIC. PAINTED TRAFFIC MARKINGS NOT TO SCALE 1'-0" 3'-0" NOTES: 1. PAINT SHALL BE (WHITE) THERMOPLASTIC PEDESTRIAN CROSSWALK DETAIL NOT TO SCALE ACCESSIBLE P—"— (SEE DETAIL) CONCRETE WHEEL STOP WHEN FRONT OF STALL ADJACENT TO SIDEWALK (SEE DETAIL) DICAP SYMBOL & ON PAVEMENT 8 a_�_ 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). ACCESS BLE PARKING STALL DETAL. NOT TO SCALE NOTES: 1. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SIGN DETA LS NOT TO SCALE 2" in ZU 0o SPECWICATION SHEET `N a ® 9 [2201 EXTRA•HEAQVY-DUTY [TRAY!! TAG Dimensional Data (inches and [ mm 1), are`Suhiect to Manufacturing. Tolerances and Change Withoul Notice 012 [30.51 09 229] -- AFpwx. A- Pipe Size. In, wt. Lis, [kg] 2-3-4 [51.7&102] 21 110 18 a 11521 125 11�1 Grata open ENGINEERING SPECIFICATION: -ZURN Z50t; 9 [2291 Diameter top: drain, {a[cm9]In Dura -Coated cast ironbodywithbottom outlet, seepage pan and combination membrane flash Ing cla mp and (rarne forodra-heavy-duty Bast iron deep flange ] Slpitedgrale; OPTIONS (Gheckfspecifyappropriate options) P IPE S IZE (Specify size(type) OUTLET 'E' BO QY HT. DIM. 2-3-4(51J6-1021 [c Inside caulk 3 3141951 . 2-34 [51-78-10,21 IG Inside Caulk 1vlSealtrel Gskt, 3 314,(9-51 2-3.4 [51-76-1021 IP Threaded 2 314 [70] 2-3-4 [51-76.102] NH N"ub 4 314 [121 [ 8 [152] NH No�lub 5 IA 11331 2-3-4 [51-78-1,©2] Ni- Neo -Loa 3 314 [951 PREFIXES Z D.C.C,I.BodyandTop" M q.G;O I. Body with Polished Bronze Top (Add 311,6 [5] to 2 [511 Dim.) _ D.C.c,l Bcdywith Polished Nickel Bronze Top,(Add 3118 [51 to 2 [511 Dim.) SUFFIXES AR Acid Resisting Epoxy Coated Cast Won _ -TC Neo -Loc Test Cap Gasket. _ -DG DuresistGraie {2 1511-4 (1021 NL Bottom outlet Only) _ -F Extension _ -TS Top SecuredwithSlptled$Vews (specify Total Height Req' d.) _ -V Backwater Valve (See Z1 099) -G GalvanizedCast.iroli — -VP Vandal-ProofSecuredTop HP Heel-ProofGrate -Y Sediment Bucket P TrapftnerGomecdon -90 901 Threaded side Outlet, Body -S Secondary Strainer (2 thru 4 161 thru 1021) -SC Solid CoVerwithLlttHandle -SG Sol[dGasketedCoverwithl-iftHandle REV.0 DATE:IMS104 C.N. NO. 91356 'REGVLARLYFURNISHEb UNLESS OTHERWISE SPECIFIED DWG: NO. 58924 PRODUCT N4 Z548 1 iURN NI)mTWES, INC. ♦ SPECIFICAMN DRAINAGE OPERATION ♦ 1901 Pitt bulgl, Ave. 4 EtiaPA 16614 Phrn 8147 55-09 21 ♦ Fax 814954.7829 r Wold Wide weh� www,nm,com In Cat._, TURN INDUSYRES LIMITED r 8644 Nadrn. Wvt k Mlaslsma , CMadq LA ML9 t ftorw 5061408.8272 F-1 904de&1292 HEAVY DUTY DUMPSTER DRAIN- NOT RA N NOT TO SCALE R7-8 HANDICAP ACCESSIBLE RESERVED PARKING SIGN R7 -8A SIGNAGE STATING 'VAN ACCESSIBLE" WHERE VAN ACCESSIBLE PARKING STALLS ARE SHOWN ON THE PLANS. IF PARKING STALL IS NOT A DESIGNATED VAN ACCESSIBLE STALL, SIGNAGE STATING $250 FINE SHALL BE USED (SEE NOTE 2) "SIGNAGE STATING $250 FINE TO BE USED AT VAN ACCESSIBLE PARKING STALLS (SEE NOTE 2) \---GALVANIZED METAL U -CHANNEL SIGN POST 4"0 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW WHEN SIGN IS LOCATED IN PAVED AREA FINISHED GRADE (SEE PLANS) CONCRETE FOOTING 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 4" MIN. FINISHED GRADE CAP UNIT ADHERES TO TOP UNIT WITH ADHESIVE FINISHED GRADE R ETA N N G WALLFOR EPERMATTING PURPOSESINING WALL , FINAL NOT TO SCALE DESIGN BY OTHERS 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 FIN. GRADE 1 ( I *RAILING TO BE EMBEDDED TO I I TO CONCRETE SIDEWALK/WALL ELEVATION PERPENDICULAF 5" R 2" O.D. TOP RAIL AND BOTTOM RAIL TYP. 1 1/2" O.D. POST 6'-0" O.C•, MAX. FIN. GRADE I I *RAILING TO BE EMBEDDED TC I TO CONCRETE SIIDEWALK/WAL 1—J M ELEVATION Pi f ail EXTEND RAILS 12" PARALLEL W/1 AN[DIN(, (TYP 1 PIPE HANDRAIL. NOT TO SCALE Greenberghrrow 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 PROFE%2i811�' EgIL� � L, U/. d f t.itr. Nol`�'7' LICENSE # 04020/9570 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 r. TE UU:AS HHOU5E I� PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C7.1 O STEEL POST CAP CONCRETE FILL O 6"0 STEEL PIPE, (3000 PSI, TYPE 1) O PAINTED WITH RED o `6 O O SIGN POST [GALVANIZED STEEL OR OTHER MATERIAL (U -CHANNEL)] EXTERIOR ENAMEL ANCHOR PIPE IN CONCRETE FOOTING 2' -0"x2' -0"x2'-6" DP O (3000 PSI, TYPE 1) 4'-6" O ANCHOR & SLEEVE ASSEMBLY SEALANT O FINISHED GRADE O CLASS "C" CONCRETE BASE .. J. FOUNDATION O 2 -0 EXISTING GRADE _I Z .O Z 2'-0.. 6,. O i ;_- STEEL PPE BOLLARD DETAIL NOT TO SCALE —112" I I F- PLACE TAPE OVER MIN. HOLES AND END OF TUBING PRIOR TO PLACEMENT OF CONCRETE. SIGN POST DETA L NOT TO SCALE R ETA N N G WALLFOR EPERMATTING PURPOSESINING WALL , FINAL NOT TO SCALE DESIGN BY OTHERS 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 FIN. GRADE 1 ( I *RAILING TO BE EMBEDDED TO I I TO CONCRETE SIDEWALK/WALL ELEVATION PERPENDICULAF 5" R 2" O.D. TOP RAIL AND BOTTOM RAIL TYP. 1 1/2" O.D. POST 6'-0" O.C•, MAX. FIN. GRADE I I *RAILING TO BE EMBEDDED TC I TO CONCRETE SIIDEWALK/WAL 1—J M ELEVATION Pi f ail EXTEND RAILS 12" PARALLEL W/1 AN[DIN(, (TYP 1 PIPE HANDRAIL. NOT TO SCALE Greenberghrrow 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 PROFE%2i811�' EgIL� � L, U/. d f t.itr. Nol`�'7' LICENSE # 04020/9570 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 r. TE UU:AS HHOU5E I� PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER C7.1 ROOF DRAIN COLLECTOR PIPE (SEE PLANS FOR PIPE MATERIAL, SIZE AND SLOPE) I ROOF DRAIN PIPE (SEE PLANS FOR LOCATIONS) FLOW -y- I CD 45' BEND I WYE FITTING I I 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 FLOW CONTROL STONE BASE - STANDARD H2O GRATE INLET NOT TO SCALE 13'-4°' I— — — — — — — — — — — — T7 IL FIFL VVILLI RECOMMENDED. ACCESS OPENING SPECIFICATION 1, TYPICAL ACCESS OPENINGS FoR THE STORMTRAP SYSTEM ARE 24'IN DIAMETER. ACCESS OPENINGS LARGER THAN 2-(O° IN DIAMETER NEED TO BE APPROVED BY STORMTRAP, ALL OPENINGS MUST RETAIN AT LEAST 1'-U' OF CLEARANCE IN ALL DIRECTIONS FROM THF:EDGE OF THE STORMTRAP UNIT. 2, 1 STORMTRAP LIFTING INSERTS MAYBE RELOCATED TO COiINCIDE WITH THE ACCESS OPENING OR THE CENTER TSF, GRAVITY OF THE UNIT AS NEEDED. 4. STORMTRAP ACCESS OPENINGS MAY BE RELOCATED TO AVOID INTERFERENCE WITH INLET AND,OR OUTLET PIPE OPENINGS SO PLACEMENT OF STEP$ IS ATTAINABLE, A. ACCESS OPENINGS SHOULD BE LOCATED 1N 'ORDER MEET T -HE APPROP RIATE MUNICIPAL REQUIREMENTS, STCORIVITRAP RECOMMENDS AT LEAST ONE ACCESS OPENING PER SYSTEM FOR ACCESS AND INSPEQT00N. 6, DISE PRECAST ADJUSTING RINGS AS, NEEDED TO MEET GRADE. STORMTRAP RECOMMENDS FOR COVER OVER 2` TO USE PRECAST BARREL OR CONE SECTIONS- (BY OTHERS): RECOMMENDED PIPE OPENINGS SPECIFICATION SHALL yNTAINA € I . (° OF CLE RANCE FR�M AVERTGLEDGE 1. PIPE OPENINGS l , OF THE STORMTRAP UNIT: 2, MAXIMUM OPENING SIZE 'TO. BE DETERMINED BY UNIT HEI.("`,. HT.: PREFERRED. OPENING SIZE 0 36" OR LESS., ANY OPENING NEEDED THAT DOES NOT FIT THIS: CRITERIA SHALL BE BROUGHT TO E ATTENTION OF STORMTRAP FOR REVIEW, Iu COLLAR AND AGGREGATE 3, CONNECTING PIPES, SHALL BE INSTALLED WITH A i°-i]� CONCRETE S .. .. AI.a R TE O . A STRU TLIRAL GRADE.CQ_ E R CFtAE3i. FOR AT LEAST ONE'PIPE LENGTH: AS SHOWN, STRUM R ,. GflOkJ VtilH A �RININ1I.3t,'i T T 26 DAY CCMPRESSIVE STRENGTH OF 3000 PSI SHALL BE USED 4. THE ANNULAR, SPACE BETVVEEiN THE PIPE AND THE HOLE:SHALL BE FILLED WITH, NON -SHRINK GROUT, RECOMMENDED PIPE INSTALLATION INSTRUCTIONS 1, CLEAN AND LIG14TLY LUBRICATE ALL OF PIPE TO BE INSERTED INTO STORMTRAP,.. 2. IF PIPE IS CUT, CARE SHOULD BETAKEN TO ALLOW NO SHARP EDGES. BEVEL Misty LUBRICATE,LEAL3 ENL OF PIPE.. 3. ALIGN CENSER OF PIPE TO CORRECT EI_E'JARON AND INSERT INT Ci OPENING: FACE OF BUILDING DOWNSPOUT PER ARCHITECT DRAWINGS FLUSH PVC TEE W/PLUG 1"f ABOVE FINSHED GRADE TO MATCH EXISTING DOWNSPOUTS FINISHED GRADE 2'-0" MIN. CONNECT TO STORM SEWER. UNLESS NOTED SEE GRADING AND DRAINAGE ON PLAN PLAN FOR MATERIAL AND CONTINUATION BUILDING' FOOTING (2) 45' WIDE SWEEP ELBOWS, ASSURE CLEARANCE OF FOOTING DOWNSPOUT LEADER DETAIL. STANDARD H2O MANHOLE COVER NOT TO SCALE PVC PIPE SDR 35. SEE PLANS FOR BRANCH SIZE, PVC 2-22.5' BENDS OR 45' - SWEEP. ROTATE AS REQUIRED ADS NYLOPLAST WYE FITTING. SEE NOTES FOR PART CODE 15" HDPE PIPE I PVC PIPE SDR 35. 15'° HDPE PIPE SEE PLANS FOR BRANCH SIZE. FLOW PVC 2-22.5' BENDS OR 45° SWEEP. ROTATE AS REQUIRED AS REQUIRED 1 ke ADS INYLOPLAST- BRANCH INV. W'YE FITTING PVC PIPE SECTION AS REQUIRED TO EXTEND TO BRANCH INVERT, 15" HDPE PIPE - 10 SECTION VIEW PLAN VIEW NOTES: 1. FOR 4" BRANCH CONNECTION USE NYLOPLAST ADS WYE FITTING 15'X4" CODE 1501 AG 2. FOR 6" BRANCH CONNECTION USE NYLOPLAST ADS WYE FITTING 15'X6" CODE 1502 AG WYE BRANCH CONNECTION DETAIL NTS THREADED CLEAN OUT PLUG FINISHED GRADE—\ HEAVY DUTY CAST IRON FRAME WITH 'C.O.' CAST IN COVER (SEE PLANS FOR ELEVATION) PAD PIPE EXTENSION TO BE SAME SIZE AS SEWER UP TO 6"0 (LENGTH VARIES) SEE COMBINATION 45' WYE BRANCH AND PLANS 45' ELBOW OR LONG SWEEP 90' ELBOW (REDUCING TYPE FITTINGS WHERE REQUIRED) SEE PLANS FOR SEWER PIPE MATERIAL, SIZE SERVICE LINE FLOW DIRECTION AND ELEVATION PLUG WYE IF SERVICE NOTE: LINE DOES NOT CONTINUE 1. SEE APPLICABLE DETAIL FOR PIPE BEDDING AND BACKFILL REQUIREMENTS. SEWER CLEAN OUT DETAIL 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 . cc) . v J 487 00 486.50 .... .. -€ TYPE II MODULE TYPE II MODIULE TYPE IV MODULE , I , I € a F� ;i 9 t / / / r 482.50 F / Y p i y rte/ �f may. a�w � - ,r� 24,. y�u..'. r'!rcr • €�t €I .. .-,' ._ y -{ v,,., . .,4i./..:,.�,'.'.,,a,..�,s'"..€,. ,.:.,, J€ £: ".I. ,...,n:..rd,r•.„._ii.>,rr,r"./,,r.>;;W_,. .°... �.(" ._....*w'�A .,d�.;_,_- i.a/„,y ,,,.s.,.,,.�s-. -.._...ri�,. ._`. x,��.,z.w_,>.,3ti°t,.. _ ;f. .,/„ ,,,"�„,.:/',.„I, G„....,.c`',.',.w,"»c°::..; //,..�,„.d',,.G<,,,/%,.,� ;' „ -II /j«","„,:..,,.,�.I,.I,,.n: ,....'”!,.�4`z.,dy_.,,.,,,;, /.,,,,q;_.�H'”o,�,r,..� 1<,,...✓%.d./;,,"r. ai' S..9s,'”. ,,„ 5 rl�, u,., °,rite ”:�>.,,✓/a...r.! `s�:£�1= .'�1.,","CA ..; _�,i ^mai L ,L EXTEND STONE FOUNDATION ir 2' MIN. BEYOND ,aa".I STORMTRAP MODULES ON BACKFILL MATERIAL. 3" MIN. LAYER OF %" CRUSHED ANGULAR ALL SIDES. IN SITU SOIL 3000 PSF MIN. BEARING CAPACITY `.STONE WITH NO FINES. SEE NOTE 28 TO BE FIELD VERIFIED 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. 00 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. /WALL OF STCJRMT. AP V-0" X is -0" CONCRETE CtOLL.AR;(TYP) f ML T/OUTLE"T PIPE. BION- SHRUNK #3€dOUTM } PRECAST :CItONCR TE ADJUSTING RINGS,. BARREL OR GONE >QECTIONS AS NEEDED SEE RECOINiMENDED ACCESS -OPENING SPEdi�iICATION NOTE 6 (BY OTHERS) FRAME & COVER AS ° SPECIFIED BY ENGINEER ymm (BY OTHERS) UQ I NOT TO SCALE STANDARD 4' SINGE TRAP TYPE IV N.T.S. F" n r)' --15'-4" EL 384.50 NOTES, DIAMETER vrE- u.E, 4C€LL.. P- Rs vl.._ .rk» S U<,T ::%Ea LCC. TE_ --TO 1 SEE GENERtN,., NOTES FOR ADDITIONAL INFORMATION ON: EL 384.00 O O WEEP HOLES, STEP REOUIREMENTS,"H" (UN, FT. FOR -.. GRADE RINGS" OR ADJUSTMENT RINGS". EL 381.00 `n T yE. J1ISU OSE; iVEEP H.JLES' Of.A'Y r.LSL,- B_ PE_ ttj;REG €t4 a'THER 51'RUC T+"TREE, d ,r „ 21.5 5 48 5 TOP EL.=486.50 6"0 ORIFICE INV - 485.00 n — 2 0 ORIFICE INV=482.50 BOTTOM EL=482.50 6" CONCRETE END PANEL WITH INSTALL 6" CONCRETE SPLASH PAD OUTLET FLOW CONTROL ORIFICES UNDER INLET AND OUTLET STORMTRAP MODULES TO PREVENT STONE BASE WASHOUT. OUTLET CONTROL_ PANEL_ IN TYPE SPIV TRAP OUTLET STRUCTURE N.T.S. " UNDERGROUND STORAGE 'STEM OUTLET PIPE I,ANDARD SINGLE TRAP END PANEL CATION, SIZE AND SHAPE HOLE MAY VARY DEPENDING 1 THE TYPE OF STRUCTURE. 2" MAX:- 2,4, FLAT SLAB TOP UNIT CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES, DIAMETER vrE- u.E, 4C€LL.. P- Rs vl.._ .rk» S U<,T ::%Ea LCC. TE_ --TO 1 SEE GENERtN,., NOTES FOR ADDITIONAL INFORMATION ON: 6, SPACER UNITS SHOWN HEREON AREALSOKNOWN AS WEEP HOLES, STEP REOUIREMENTS,"H" (UN, FT. FOR -.. GRADE RINGS" OR ADJUSTMENT RINGS". MH -1 FRAME `n T yE. J1ISU OSE; iVEEP H.JLES' Of.A'Y r.LSL,- B_ PE_ ttj;REG €t4 a'THER 51'RUC T+"TREE, AND COVER 2. ALL SPACER UNITS. FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TO BE INACCORDANCE WITH TI -C REOLMEMENTS '.INTERLOCK SHALL BE PROVIDED BY OF AASHTO M199. S. SPACER UNIT IS TO BE DOWELED OR MORTARED TO T' DIAMETER HOLES, :3".OVAL SLOT, OR OTHER VDOT APPROVED. METHODS.. TAPER UNIT OR FLAT SLAB TOP,... 3. CONCRETE SHALL BE 4000 PSI, FOR 4 STEEL DOWELS.. 4.. FOR STEP .DETAILS SEE .STANDARD ST -1: P'P_CAST-UN,-S' LOCAIED ADJRCEN3 TO CAST•€N-PLACE CONCRETE CENTERS TO BE 1150' APART. AS ,LaTp:.ES; J,(ChiES�ti�.l CER.a,'itPro,:. S€{,kk4.�ti VtS SHALL . -:BE ONNF!=IED 7G IHE. MAY VARY WITH MANUFACTURER. SEE NOTE B. MOR -PAR TO F'VENT S'TFUr Ci Fn zPG'J WATER IN 4UJCa.H=S tV-PR7x hTY LEEERS.THh0 HIJ+ THE Eh..T L FGT.H AND E(TE4U JG WIIi APPLY' To ALL ST'PUCTJRh£T MFFTriic !H)S co.wmtoiN A"m i. !nT To --Fs. 'h ASr':» N 30 vi 7HE PRECAST .{i`IIT To R C0'4 THE. CONFUSED :i"i13H S1yIVt)aH„r 1`.a -I 'THE r ,7F=T F-4Ii I:V'JcR.3'' 'i= ,IJG..SHA.LP B- INCLUDEr2 z NOTCH,DOWEL:S.KEYS OR OTHER 4DGT APPROVEDg MEANS OF PROVIDING :POSITIVE INTERLOCK ARE TO * N �BE INCLUDED IN FLAT SLAB TOPS USED IN CONJUNCTION WITH CURB DROP INLETS ie SPACER UNIT �, (AS REQUIRED)' rl N5 + Vl' fHE i�T�_iNA�E- '. MMARY +LEFT. NI IJR' TH LRAQN,AGE Gs. ,C;fil'rsTiJN, - CATION, SIZE AND SHAPE HOLE MAY VARY DEPENDING 1 THE TYPE OF STRUCTURE. 2" MAX:- 2,4, FLAT SLAB TOP UNIT CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES, DIAMETER vrE- u.E, 4C€LL.. P- Rs vl.._ .rk» S U<,T ::%Ea LCC. TE_ --TO 1 SEE GENERtN,., NOTES FOR ADDITIONAL INFORMATION ON: 6, SPACER UNITS SHOWN HEREON AREALSOKNOWN AS WEEP HOLES, STEP REOUIREMENTS,"H" (UN, FT. FOR -.. GRADE RINGS" OR ADJUSTMENT RINGS". MANHOLES) DIMENSION, ETC. `n T yE. J1ISU OSE; iVEEP H.JLES' Of.A'Y r.LSL,- B_ PE_ ttj;REG €t4 a'THER 51'RUC T+"TREE, 7,.WHEN SPACER UNITS ARE REQUIRED, "H" IS TO BE 2. ALL SPACER UNITS. FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TO BE INACCORDANCE WITH TI -C REOLMEMENTS %VEEE' HOLES. JI L HAVE 12 X 1' F+ASTIC' HAh(1NAR.E CLa1R s(4:stk SH OF AASHTO M199. S. SPACER UNIT IS TO BE DOWELED OR MORTARED TO ARE APPRaxi,4 i' ONLY, Jt'T ESTiM441i i' Pu PC � 9,4D CI- S TUA.L DNIENSION5' TAPER UNIT OR FLAT SLAB TOP,... 3. CONCRETE SHALL BE 4000 PSI, ,STRJC'UIZE;.: 4.. FOR STEP .DETAILS SEE .STANDARD ST -1: P'P_CAST-UN,-S' LOCAIED ADJRCEN3 TO CAST•€N-PLACE CONCRETE B. DIMENSIONS SHOWN ARE: MINIMUM: ACTUAL DIMENSIONS'. AS ,LaTp:.ES; J,(ChiES�ti�.l CER.a,'itPro,:. S€{,kk4.�ti VtS SHALL . -:BE ONNF!=IED 7G IHE. MAY VARY WITH MANUFACTURER. ADJACENT (jPvl` B -Y' VEA.NS OF N0, 9PWC H STEEL D9'1iELS SP a:CED 'aN ROAD AND BRIDGE STANDARDS' STANDARD PRECAST MANHOLE TOP UNITS SHEET 1 06'.1 REVISION -DATE 'VIRGINIA DEPARTMENT OF TRANSPORTATION 103.09: T -DI -1 STANDARD DI -1 TOP ALTERNATE FRAME & GRATE TOP #4 BARS a 4" C -C ! 1=:1--1 - - - -- u QooQoo o�00000 _a �; o0000000Q000Qo #4 DIAGONAL BAR TAL YPIRNER5 — � �ooa00000Q0000 �I 00000�oo�ooaQ� � I 1-1: ! J -I --I 4'-10" DIAMETER I -,E 4`10" DI -1, 1A PC F RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONCRETE COIR. METAL 12" 2 6" 2 5" 18" 3 a p 2 -11" 21" 3`3Y4"1 '24" 3'-7" 1 A r. N. IFICATiON ERENCE 105 302 B" DOWELS 12 # 5 BARS 1800 LBS. GROUT (WITHOUT GRATE T 5' LONG 1 (s3 yes.) NOTES: I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 2• CONCRETE TO BE 4000- PSIMINIMUM. NOTES: 3+• REINFORCING STEEL IN ACCORDANCE WITH ASTM 0-478, ASTM. A-497 1. TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). - APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH. MORTAR, OR 0 -RING GASKETS OR BUTYL RUBBER.. 4., CONCRETE COVER. AND GRATE ARE TO BE '.FURNISHED AS A SINGLE UNIT, 5J• SEE STANDARD DI -1,1A 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. �Voo-1- STANDARD PRECAST TOP UNITS SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE 105 VIRGINIA. DEPARTMENT OF TRANSPORTATION '233 103.03 �" 302. WEEP -'HOLE MAS-REQ'D:} ALTERNATE JOINT DETAIL FB ,6„ x 6,.: W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA. MONOLITHIC a FOOTING D 15- 2X h S-2 DOGHOUSE WITH FOOTING NOTES, I. SEE GENERAL. NOTESFORADDITIONAL INFORMATION ON WEEP HOLES, STEP -REQUIREMENTS, DIMENSIONS' "H" (LIN. FT. .FOR "MANHOLES) DIMENSIONS. ETC: 2; ALL BASE UNITS. ARE TO BE IN. ACCORDAiMCE WITH THE REQUIREMENTS' OF''AASHTO M199. .......J( Y I ..""...'."... ABSOLUTE SUGGESTED ABSOLUTE 3, CONCRETE SHALL BE 4000 PSI, 0 MINIMUM MINIMUM MAX. PIPE SIZE MAXIMUM "{ 4. WHERE OPENINGS ARE REQUIRED FOR PIPE. THEY SHALL BE FORMED, OR9,LED; OR NEATLY CUT 48" 5" 6" 24" 27" A5 APPROVED BY THE .ENGINEER.. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH6a„ 5" 36" 42" THE ANGLES'- BETWEEN -CENTER LINES. THE INVERT ELEVATIONS,. AND THE SIZE Of ALL PIPES TO " ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN 72 6" 8" 48` 54" THE OUTSIDE DIAMETER OF THE PROPOSED PIPE: 1 84" T' s., 6a" 66" 5. DIMENSIONS SHOWN ARE MINIMUM, ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. r 96" 9° 8" 66" 72" 6, "D" IS NOMINAL DIAMETER, ?II DEPTH "H" OF 36'' DIAMETER BASE UNIT. RESTRICTED. 7, IN THE EVENT THE INVERT OF THE OUTFALL 'PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE',. TO 41-011 MAXIMUM, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STAND94C ONE THROUGH PIPE ONLY. (ONE 'PF'E ENTERING AND. OR PONDING' Of' WATER IN THE 'STRUCTURE.'. SONE PIPE. EXITING STRUCTURE) 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS AK TO BE SEALED WITH MORTAR, O-RING GASKETS, -OR BUTYL RUBBER:- 1V00 p pp RE ENECN ION ROAD AND BRIDGE STANDARDS STANDARD PRECAST L ASE UNITS SIOEET 1 OF -i- REVISION DATE:. IDS VIRGINIA DEPARTMENT OF TRANSPORTATION 3}2 103.11 GENERAL NOTES - PRECAST PRECAST --WTI CI RE_ L .PF' RU TO -Gt N -3C? C THE SPECIFICATIONS. � ,� I DIAMETER vrE- u.E, 4C€LL.. P- Rs vl.._ .rk» S U<,T ::%Ea LCC. TE_ --TO i tie, ta,AN(.if U1 U!?c?--Y'11LL h"+v. THE OP,$u:J -:,`:r �_t EC t;tiG -, HE r-,1:dE#INATiv,)I!_U_.. AGIACLNT .TU eHE FA,EVENC DRAIN €�HF_'. SLRBASE.'. r',._ACEME:AJ1 0? NEkP HOLES IN F+HEE.AST-(iN TS TMJ- CC)?/°LE:3E,:A aFR.lC.l t,fte,-..IJV.-ESY,..U'=-Hk R4YISE. PSC.=7E2.'CzE3 THE ?H IRECkS U -4i7 WILL BE oETERIANLG BY Th .PIr )b':F;T F.. tHE TRJCIURE PLANS. - - '- - - - - `n T yE. J1ISU OSE; iVEEP H.JLES' Of.A'Y r.LSL,- B_ PE_ ttj;REG €t4 a'THER 51'RUC T+"TREE, 'WHE`,I .c4LLLL) FoR--CN. THE- PLANS 0 C3T art 8y TltE E"€,:IhaEE4. r E -'H L,N AR, FEET- FOR Is MOLE k DIMENSION SHOWN UN THF STANDAR[,; ANO S�ECIFIEU ON fiHE.'PL,%ti :41L UE rdEASUR D }'ROM PHE NVERI OF Tri'. %VEEE' HOLES. JI L HAVE 12 X 1' F+ASTIC' HAh(1NAR.E CLa1R s(4:stk SH OUTFALL PIVL :3 I'HE toV 0, THE NRsCNAit:y sutUCIURE. Pt_,4N "H OwENSIuwAs OR I,AL.VANI LD STEEL WWE,.VNItx'€M WIRE C,Af It f:CF'..U...=VUh?f?'fR 4..4iE51 ARE APPRaxi,4 i' ONLY, Jt'T ESTiM441i i' Pu PC � 9,4D CI- S TUA.L DNIENSION5' HARDWARE CLOTH A?•.C:-ioREG' FtP!v4LY To .OUTSIDE OF SHALL B£ DETERVNED 5 THE CONTRACTOR FROM F<i:q-.. ,STRJC'UIZE;.: -" .. P'P_CAST-UN,-S' LOCAIED ADJRCEN3 TO CAST•€N-PLACE CONCRETE IF..:J`CE+`!l {H., liwv,,::1 'IF: THE: QUTFACC':.PINE.. 11—HIGHER THAN IH -1 sil TOM OF AS ,LaTp:.ES; J,(ChiES�ti�.l CER.a,'itPro,:. S€{,kk4.�ti VtS SHALL . -:BE ONNF!=IED 7G IHE. THE:. ..,T��UCTJRP, IHS INVERT C*':'THE STR+JPTURE 'SHALL'BE Si( PED Wn CES,iErl{T ADJACENT (jPvl` B -Y' VEA.NS OF N0, 9PWC H STEEL D9'1iELS SP a:CED 'aN MOR -PAR TO F'VENT S'TFUr Ci Fn zPG'J WATER IN 4UJCa.H=S tV-PR7x hTY LEEERS.THh0 HIJ+ THE Eh..T L FGT.H AND E(TE4U JG WIIi APPLY' To ALL ST'PUCTJRh£T MFFTriic !H)S co.wmtoiN A"m i. !nT To --Fs. 'h ASr':» N 30 vi 7HE PRECAST .{i`IIT To R C0'4 THE. CONFUSED :i"i13H S1yIVt)aH„r 1`.a -I 'THE r ,7F=T F-4Ii I:V'JcR.3'' 'i= ,IJG..SHA.LP B- INCLUDEr2 Du+'dEL.,, T;:EY 5„Att :!{iJ=. EiCC.CE;iI 'ire” T)iA ETc.''„ N THE: MCF: PION. -GR TI -;E ' TRUC'TURE'. .. .- T}tr, STAND4,RD SAFETY `^LAB. �,L tt I Til B EU. CrN Y d 'k J >^'E -;?:. 11''1HF. WHEN .P'CIF U) ON THE PI ANS THE VLERT `+ TO BE SEiAPE%? IFV .A(t <rtL7A.MC::f,., rl N5 + Vl' fHE i�T�_iNA�E- '. MMARY +LEFT. NI IJR' TH LRAQN,AGE Gs. ,C;fil'rsTiJN, - i4'IYH aTA,V[)A,P "•b. THE COIF 'C)F T=NUN ^III'di AIL` PLACN Ai.L-:UA RIAS REP R TO.S'>A.INDDANt3 L I:FGCR SAFELY SLAB IN€-(:,;;'?r1A11r0N, UNI.€ ENTAL T4 THE SHAPNC 3S TO BE NCL€iDED .N THi'' PR!6: 34J -'F ORM THF- STRUCTUR', I,,' GH,Ab,IFFR MA- Bi:: PR(WiDED ON A L E0,;E5 AT-MANUF A,:: URER'S :GPT{C;tJ. ALL PRECAST o,RUCTU"r.E,:Tr) ENE:r QNSTUCTED WITH 41000 PSI MINWUAF STEPS MN ACCORW44CE WJTH STA%DARD 5T -:4 -ARE TO BL PROV'I,E:)..IN ALL YANHJLE AND IN :A—L. DROP (INLETS MV11H ,44 V.DINIENSQN Lar. 5'-0” Ul7: GRT:Af F.7. '. PE IF ICA,IUtti �VI QT r<£;iEF:r,,.r. GENERAL NOTES - -cSiFN[?At?i3`F 'PRECAST RC,s[; .'ti`{lJ Lk21E%C,V R'E:`JISON DATE ){ EET I OF I.. VIRG1,M .' DEPARrMENT OF >FRANSPG'R"f,ATNUN ....1C3.Gi c,7T12 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 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 PROF 004;v a :n tl : -^t) 4� ILLS;. r1n, I)1')- s E" a'. TM<; 0"o,44 LICENSE # 04020119570 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 VIRGINIIA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER FRAME & COVER (SEE FIG. S-I-D,E). SLOPED AREA STREET SURFACE OR NON -PAVED AREA V-0 MAX RUBBER COATED STEEL S-0" MIN STEPS CAST IN PLACE MANHOLE PRECAST REINFORCED STRUCTURE ` q • q CONCRETE SECTIONS 12:` --MIN :A. • ' INTERNAL "0" RING SEALS + 16" MAX EXPANDING BAND MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5, FROM INLET TO OUTLET SHALL BE 0.20 FEET. IF NECESSARY, CONCRETE DEPTH OF FLOWFILLETS VARIES CHANNEL TO BE BEFORE DRILLING HOLE 3/'4 DIAMETER OF � - CON7RIB€JTRING PIPE SEWER,' ' ' „ 12 A FILLETED INVERT FOR A SMOOTH � TRANSITION OF FLOW BETWEENt ° " ° INLET & OUTLET PIPE SHALL BE PROVIDED.. MIN. 6" BEDDING NOTE :. W/' NO. 68 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—IIS N.T.S FIG..S-I-A TD -25 SEWER SERVICE LATERAL CONNECTION NOTES: ...._.._............. -_ .----- 1. WHERE A- SEWER 'SERVICE. LATERAL .CONNECT, TO.A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED,, THFi TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE °SHALL BE AT LEAST 0,2" HIGHER THAN THE TOE' (CROWD) ELEVATION 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 FQOT ) 4 ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4", -- 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER J OF 3 FEE'i. /. FINISHED GR(300 2'' MIN SALT TREATED 2 x 4, PLUG END OF -- MAIN LINE- SERV OE LATERAL ,ECT ON Oy LINE WYE --TEE PLAN VARIES SEWER SERVICE LA I E.RAL CONNECTION N.T.S, FIG, S-2 TD --31 r - w z. 3000 PSI CONC. BASE BENCH SLOPED 70 FLOW - CHANNEL I/4" : 1` MIN y lQ �c 12 BRANCH f ` 2" FLEXIBLE CONNECTION - NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION' " BOOT INSTALLED r. TYPICAL MANHOLE PLAN SHOWING BRANCI-I TIE — IN NTS FIG, S -I -B'. TGA -27 EMBEDMENT SPRING LINE. OF PIPE NO, 68 STONE REMAINING BACKFILL SHALL. NOT CONTAIN ROCK MATERIAL L.AR'EP. THAN 5" IN ANY DIMENSION �IN'l BACKFILL` (6" LIFTS) * THOROUGHLY COMPACTED BY HIND OR APPROVED MECHANICAL TAMPER --HAUNCHING. •--BEDDING 6 max. 4 min —FOUNDATION (SHALL BE, REQUIRED WHEN SOIL ,,,CONDITIONS ,ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS -WITHIN EXISTING VUOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL DE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4'" BEDDING .OF. NO. 68 STONE SHALL BE PROVIDED' 3_ WHERE ROCK 1S ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING=: OF NO. 68 STONE -TYPICAL SEWER PIPE INSTALLATION IN TRENCH N 1'S FIG mm3. T©-32 4 s a ZO e N r � Nu Nu v ry a TYPICAL MANHOLE FRAME & COVER IN.T.8 RIG 5-1.D TD -29 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 OreenherUFarrow 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 PROFESSJQI041,FSEAL 4, Y LICENSE #' 640201057f C� 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 C7.3 EXISTING MANHOLE e , • STRUCTURE q • q STAINLESS STEEL :A. • ' INTERNAL EXPANDING BAND BOOT REMOVE BENCHING, IF NECESSARY, BEFORE DRILLING HOLE 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 OreenherUFarrow 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 PROFESSJQI041,FSEAL 4, Y LICENSE #' 640201057f C� 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 C7.3 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC::. SHALL, NOT BE LOCATED WITHIN THE RIGHT OF WAY,. VARIES I 5' I t 1 1 51 1 F WATER SEWER 3 ?0 a p LOCATION OF OTHER UTILITIES tGAS, ELECTRIC, TELEPHONE, CABLE, ETC,? EASEMENT WIDTHS: WATER OR SEWER ONLY 20' MINIMUM WATER & SEVER 30' MINIMUM SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER &:SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90 TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS. NTS FIG. W-1 NE THREADS wHiCH IS OTE, HYDRANT MUST BE EQUIPPED WITH CHARLOTTES--: V LI THE LOCAL STANDARD. LENGTH OF BRANCH VARIES- fi° hilP2 l '' To'1o''� F,7, ) '.� t$" 22," VALVE --BO1 7 CU; FT. #58 STONE -i. 2.500 P.5.1, CONCRETE.. BASE ,AND THRUST at ,;/➢.. BLOCK- AGAINST ' UNDISTURBED STABLE \\ SeiL. _STEEL PILE - WHEN THE $OIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL; IN AU01 TICNd TO POURING CONCRETE, A STEER; PILE SHALL BE USED. AS ADDITIONAL SUPPORT. NOTE : i. SURROUND WEEP HOLES WITHGRAVELAND KEEPFREE OF CONCRETE, 2. MAINTAIN A..3 1/2 MIN. :COVER FROM 'THE MAIN TO THE EIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRACE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE: BOX, 4. THE GATE -VALVE -IS ALLOWED` IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH, -- 5. FIRE HYDRANTS St{AU BE INSTALLED AT LOCATIONS WHERE. WEEP HOLES ARE: A80VE THE. PREVAILING GROUNDWAJER ELEVATION. IF REQUIRED TO.'BE -IN WET AREAS. -THE WEEP HOLES SHALL BE PLUGGER AND THE HYDRANT SHALL. 'BE PUMPED)' CRY:. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Eli,, '..W-4' TD -B d +. d 4. a� _._�� • .-r",,,. 44" MIN. I'. 17.5" -+�) 6" MIN. 4 C MIN.. (22.5" FOR COMPOUND METER) d: - d _I d d q q (22,5" FGR COMPOUND METER) 18' .MIN. ---17:5"►{ f 37" MIN. 1N. 'WINGNUT LOl KING ASSEMBLY f 1 BYPASS NOTES: 1, PROVIDE A 6 THICK GRAVEL BED 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 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" - IN - 24'N11 ... 6.,. 6., INITIAL BACKFILL g^ MTN - MIN.. ,\ MIN M€N: 1 G,. BEDDING #68 STONE * STABLE' SOIL.. ROCK' * SCRAPE THE BOTTOM OF THE TRENCH: REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE 'SOIL; OR PROVIDE A 4" BEDDING OF #68 STJN-�. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4, INITIAL BACKFILL UNSTABLE s., 3' 8a $ ',L MI^d.MIN - MIN - MIN: r'68 STONE �_ Gf ANULAR FiLL A5, APPROVED BY ACSA f� aT t 5011 RO=CK? .STABLE SOIL OR ROCK' NOTE 1. NO ROCKS S;HA`LIL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6 IN ANY DIMENSION SHALL BE AI._I.::OWED ABOVE THE INITIAL BACKFILL. 3.THE. INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCIILE IROiti WATER PIPE INSTALLATION BEDDING NTS FIG W-2 TJ- 2 PLACE 5' GALVANIZED "'' WITNESS :" POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS: DIRECTED. MARKER LOCATION MAY. BE SUBJECT �. TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRACE - II -ADJUSTABLE VALVE BOX Wf LIDif. u d' N �� NL1 GATE VALVE 4VATERI LINE a fff` t 25b0 P.S.I. CONCRETE THRUST BLOCK: 2'x 2' BEARING AREA. � NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE. TD -9 PART N GENERAL CONDITIONS A, GENERAL INFORMATION This section outlines miscellaneousconditions for water andsewer construction: B. SAFETY OF PUBLIC Construlctionoperations shalt be scheduled so as to interfere as little as possible with Ipublic travel, whether vehicular or; pedestrian. Whenever it is necessary to ccross or interfere with roads, driveways, and walks, whether public or private, suitiable and safe bridges, detours, or other temporary provisions for accommb I public n the idat on of pub c a d private 1 ate travel shalt be provided' and maintained. f2easonable notice shall be given to owners of private driveways before disturbhng the driveway. The contractor shall designate a safety officer from his staff tro be responsible for his operation. C. PROTECTION OF EXISTING FACILITIES All construction operations in the vicinity of other existing facilities shall be performed with great care to prevent damage to these utilities. Prior to construction operations all utility companies shall be requested to verify location of t eir h utilities. In the field. An damaged unlit shall be repaired with new Any 9 Y P materials and rrestored to its original condition. In accoirdance with the Underground Utility Damage Prevention Act and specifically Setction 56-265.17 of the Virginia Code, no person shall begin or make excavation or demolition without making required notification. "Miss. Utility" of Virginia is the notification control' center and can be reached at 1-800-552-7001 for most utilities, Forty-eight (48) hours notice is required. Existingl Utilities: it shall be the Contractor's responsibility to conduct the work in such al manner as to avoid damage to, or interference with, utilities. If damage or intterruption of service occurs as a result of his work, it is the. Contractor's responsibility to promptly notify the inspector and the utility and to repair or corPect it immediately at the Contractor's expense and to the satisfaction of the ACSA and owner of the utility. GC -1 r 1 FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. JG AS RED IRED �-- SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS -VOL. 6" GATE'. VOL, SIZE _ VALVE FEET} CU YD. , . (FEET) CU;YD. X 6" BEND "ANCHOR _ _.... TEE 2.500 P.5.1, CONCRETE.. BASE ,AND THRUST at ,;/➢.. BLOCK- AGAINST ' UNDISTURBED STABLE \\ SeiL. _STEEL PILE - WHEN THE $OIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL; IN AU01 TICNd TO POURING CONCRETE, A STEER; PILE SHALL BE USED. AS ADDITIONAL SUPPORT. NOTE : i. SURROUND WEEP HOLES WITHGRAVELAND KEEPFREE OF CONCRETE, 2. MAINTAIN A..3 1/2 MIN. :COVER FROM 'THE MAIN TO THE EIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRACE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE: BOX, 4. THE GATE -VALVE -IS ALLOWED` IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH, -- 5. FIRE HYDRANTS St{AU BE INSTALLED AT LOCATIONS WHERE. WEEP HOLES ARE: A80VE THE. PREVAILING GROUNDWAJER ELEVATION. IF REQUIRED TO.'BE -IN WET AREAS. -THE WEEP HOLES SHALL BE PLUGGER AND THE HYDRANT SHALL. 'BE PUMPED)' CRY:. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL Eli,, '..W-4' TD -B d +. d 4. a� _._�� • .-r",,,. 44" MIN. I'. 17.5" -+�) 6" MIN. 4 C MIN.. (22.5" FOR COMPOUND METER) d: - d _I d d q q (22,5" FGR COMPOUND METER) 18' .MIN. ---17:5"►{ f 37" MIN. 1N. 'WINGNUT LOl KING ASSEMBLY f 1 BYPASS NOTES: 1, PROVIDE A 6 THICK GRAVEL BED 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 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" - IN - 24'N11 ... 6.,. 6., INITIAL BACKFILL g^ MTN - MIN.. ,\ MIN M€N: 1 G,. BEDDING #68 STONE * STABLE' SOIL.. ROCK' * SCRAPE THE BOTTOM OF THE TRENCH: REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE 'SOIL; OR PROVIDE A 4" BEDDING OF #68 STJN-�. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4, INITIAL BACKFILL UNSTABLE s., 3' 8a $ ',L MI^d.MIN - MIN - MIN: r'68 STONE �_ Gf ANULAR FiLL A5, APPROVED BY ACSA f� aT t 5011 RO=CK? .STABLE SOIL OR ROCK' NOTE 1. NO ROCKS S;HA`LIL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6 IN ANY DIMENSION SHALL BE AI._I.::OWED ABOVE THE INITIAL BACKFILL. 3.THE. INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCIILE IROiti WATER PIPE INSTALLATION BEDDING NTS FIG W-2 TJ- 2 PLACE 5' GALVANIZED "'' WITNESS :" POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS: DIRECTED. MARKER LOCATION MAY. BE SUBJECT �. TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRACE - II -ADJUSTABLE VALVE BOX Wf LIDif. u d' N �� NL1 GATE VALVE 4VATERI LINE a fff` t 25b0 P.S.I. CONCRETE THRUST BLOCK: 2'x 2' BEARING AREA. � NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE VALVE. TD -9 PART N GENERAL CONDITIONS A, GENERAL INFORMATION This section outlines miscellaneousconditions for water andsewer construction: B. SAFETY OF PUBLIC Construlctionoperations shalt be scheduled so as to interfere as little as possible with Ipublic travel, whether vehicular or; pedestrian. Whenever it is necessary to ccross or interfere with roads, driveways, and walks, whether public or private, suitiable and safe bridges, detours, or other temporary provisions for accommb I public n the idat on of pub c a d private 1 ate travel shalt be provided' and maintained. f2easonable notice shall be given to owners of private driveways before disturbhng the driveway. The contractor shall designate a safety officer from his staff tro be responsible for his operation. C. PROTECTION OF EXISTING FACILITIES All construction operations in the vicinity of other existing facilities shall be performed with great care to prevent damage to these utilities. Prior to construction operations all utility companies shall be requested to verify location of t eir h utilities. In the field. An damaged unlit shall be repaired with new Any 9 Y P materials and rrestored to its original condition. In accoirdance with the Underground Utility Damage Prevention Act and specifically Setction 56-265.17 of the Virginia Code, no person shall begin or make excavation or demolition without making required notification. "Miss. Utility" of Virginia is the notification control' center and can be reached at 1-800-552-7001 for most utilities, Forty-eight (48) hours notice is required. Existingl Utilities: it shall be the Contractor's responsibility to conduct the work in such al manner as to avoid damage to, or interference with, utilities. If damage or intterruption of service occurs as a result of his work, it is the. Contractor's responsibility to promptly notify the inspector and the utility and to repair or corPect it immediately at the Contractor's expense and to the satisfaction of the ACSA and owner of the utility. GC -1 r 1 FOR TEE WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. JG AS RED IRED �-- SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS -VOL. TEE AND PLUGS VOL, SIZE _ OF FEET} CU YD. , . (FEET) CU;YD. 3" THREAD BEND "ANCHOR _ _.... E... H T L_ ... H. T. iQ 3E-3.3" 5'-0' V-0 2 8' 90 2.50 2.50 3.01 0,24 18s-o'a CONCRETE' CLASS "B" - 4 F" 3'-016' 0 i' O" 3 3 4- & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2:52 0.15 0,10 2:00 - -225 -- 2.50 -- O.tS - - 111/4 1.50 100 2.50 0.10 90 3.66 3.16 3:21 0.48 8" 45 2.66 2,66 2.77 0,26 22 1/2 1,66 2.16 2,69 0.13 3.96 2:91 2.66 0.32 1.1 1/4 1.66. 2.16 -:2.67 0.13 90 4,83 , 3 3.83 3. 42 0,8 10, & 12" 45 3.33 3.58 2.95 0.43 1 183 4.00 2.63 22 1/2 2:33 2.58 2.86 0.24 .0.52 11 1/4 t.83: 2.33 .284 0.18. t: THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANCES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2,: USE 2500 P.SJ. CONCRETE. 3, No CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE 'RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF. ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS 1/8 BEND '" "^AdPRE55I0N x 3/4"- MALE PIPE COUPLING PPRD'lEQ EQUAL 1.' TYPE 'K" -..j SOFT COPPER FOR USE ON ATTACHED SSINGLE FAMILY AND IRRIGATION AL SN SEREI .Oft DUAL: RESIDENTIAL _ _ AND IRRIGATION 6ERVIGES. -t'xt "x1" TEE (7:1ZI1 01 NOTE: NO SWEATED FITTINGS _ f .DUAL SERVICE: R 1" CCMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED Eq UAL t" TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY CD RESIDENTIAL SERVICE WHERE AN IRRIGATION METER. IS NOT PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. TYPICAL SERVICE LATERAL INSTALLATION (5`8" & 1" METERS) NTS FIG. W -6A TD -10 D. SEPARATiON W OF T ER SEWER E SYSTEMS A.AND 1. General There shall be no physical connection between drinking water supplies and sewers or, appurtenances. No sewer shall pass within 1.00 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: prtitectl No water pfpeshaII pass through or come in with any part of a sewer manhole. 2, Parallel' installations. Water lines shall be laid at least ten (1 Q) feet horizontally from a sewer' or sewer manhole whenever possible; the distance shall be measured Edge -to -edge. When local conditions prevent a horizontalseparation f n 10 ate 9 9 P feet, the water line may be laid closer to a sewer or sewer manhole provided y P that: a. The bottom (invert) of the water main shall beat least eighteen. (18) inches above the top (crown) of the sewer. b. Where this vertical separation cannot be obtained, the sewer shall be constructed of AWWA approved Ductile Iron water pipe, pressure- tested in place without leakage prior. to backfilling, c, The sewer manhole shall be of watertight construction and tested in place. 3. Crossing Installations Water lines crossing sewers shall 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 local conditions . prevent this vertical separation, the following construction.shali be used: a. Sewers passing over or under water lines shall be constructed of AWWA approved Ductile Iron water pipe apressure pp a _. r p p and tested in place Without leakage prior to backfilling. b. Water lines passing under sewers shall, 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 of.the water line; GC -2 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER t.INE OF BEND, - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES ppr I \�\ s �. �-I B_CONtLRETE CLASS B ELEVATION PAINT AII_ EXPOSED STEEL WITH 2 COATS OF BITUMINOUS, PAINT, SEND PIPE - A B C'.. D SIZE' E- F THICKNESS OF 4" - 6" i'-9'. 2'-3" 2.'.-a' t'-2 7-O" D 114° It 1/4' 10 �'_g 3 4 27- '1/4" .THICK' 12 12" 3" THREAD 18 "ANCHOR _ _.... .4- 6 2'--6" 3 0 V-6- 1'-- & 2'-8" DIAMETER EXTRA BOLTS STRONG' STEEL. PIPE 22 1/2'- iQ 3E-3.3" 5'-0' V-0 2 8' 3'-9-- 2' #1 BARS Q 12 12" 3 9i B' -J S-0 3 6 4'-S. 2' 18s-o'a CONCRETE' CLASS "B" - 4 F" 3'-016' 0 i' O" 3 3 �`-3 i/4' _3_ a- _6 6 3`-0" 5-8 -2-' 3'-8" 2 t/4" 1:" -18"- 6'-fi 1➢ --0 3' 9" 6 O 7`-.i" 2 tf2' LARGERC --------- CHART FOR UPPERI SECT ON VERTICAL BLOCKING NO STANDARD 50' HOOK ON END OF ANCHOR BOLLS TO FACE CENTER. .OF BLOCKS, CONCRETE BLOCKING FOR. UPPER VERTICAL BENDS N,T,S, NIG, W -3A TD -4 i(1=III IIIIII��II��IIIIIII�Illlll1111�- CRIMP AND ROLL END OF COPPER PIPING 42' MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP -� TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W -6B IL Adequate structural support for the sewers to prevent excessive deflection of the joints and the settling on and breaking of the water line; III. That the length' of the waterline be centered at the point of the - crossing so that 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 and as farpossibleas from the water line. E. PIPELINE INSTALLATION UNDER EXISTING PUBLIC HIGHWAYS 1. General Work in public highway rights-of-way shall be subject to VDOT approval, A Land Use Permit '.mut :b s e obtained from the Virginia Department of 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 shall 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 shall be confined to as small a working space as practical so as not to cause .undue inconvenience to the public or to adjacent properties. At the time of undertaking the work; the to shall notify VDOT and the project engineer twenty-four (24) hours in advance of construction. 2. Pipeline Installation Main water distribution lines and sanitary sewer lines under existing public highways shall be installed by open cutting if approved by VDOT. 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 (1/4) inch. The casing pipe shall extend froM.back of curb to back of curb, or beyond concrete or paved ditches, or a minimum 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 water installations and no less than three times the diameter of the carrier pipe for sewer installations.. Ai[carrier pipe installed in steel casings shall be ductile iron and shall be supported with steel casing spacers. For steel sleeves under roadways see Part VII, Figure W-10, and Figure S-5. GC -3 UNDISTURBED EARTH 2 - 3/4" DIA ALL-THP,EAD RODS,,,.._,,...:...._ ASTM A36 AND HEX NUT ASTM A588. C(YP) - - UNDISTgReED ........_.. SOIL (TYP). !-WATER MAIN VALVE W 24" MIN TINS EARTH. PLAN 4 j-`;; ,--CLASS A-3 CONCRETE ta" MIN UNDISTURBED E SECTION NOTE: 1. ALL RODS. AND .FASTENERS SHALL- BE GIVEN-,' TWO COATS OF ASPHALTIC PAINT AFTER' ASSEMBLY, 2. CONTRACTOR SHALLENSURETHAT THE .COLLAR BEARS AGAINST UNDISTURBED SOIL. FOR THE MINIMUM DIM. F..NSION SH W' 4 N 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE. MINIMUM. IF THE TRENCH WIDTH IS. LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDN13LY. CROSS ANCHOR RESTRAINTS FOR VALVE - NIS 'Fig.: W- 3C VARIES VAF WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS. VE BOX TO METER BOX (SEE FiG. W -EA' THRU W -7E), E' g 4" ,--2" COPPER �2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVEWILLBE 4" UNLESSOTHERWISE- SPECIFIEDBYTHEACSA. • SERVICE HNETO.CONNECTATMAIN' WITH X"z4"TEE. • REFER. TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON. ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING. As PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. w --6C To -12 Bore and jacking of pipe or tunneling under pavement shall be done only upon prior written approval, by the ACSA. If anypipe is installed in this manner, the contractor shall submit a detailed schedule of operation and shall show the equipment and the exact method to be used. 3. Pavement & Shoulder ReDlacement T includes II pavement shoulders The work nc des the. replacement of a pa e and ho removed or damaged bythe contractor during the course of construction. All work replaced shall match the existing work as nearly as practicable. Materials to be replaced shall be as required in the "Land Use Permit', but no less than one and one-half (1'h) times the thickness of the component layers removed and shall be. in accordance with the Virginia Department of Transportation Road and Bridge Specifications, latest revision. F. PIPELINE INSTALLATION UNDER EXiS'TING RAILROADS Local railway companies require permits 'for any construction within the confines of their right-of-way limits or propertieF,. All requirements relative to design and construction must be met prior to aplproval by the ACSA: Notice or verification of meeting such requirements shall be submitted to the ACSA with the construction plans. Main water and sewer dlistribution lines under railroads shall be installed and sleeved in accordance with the "AREA Manual for Railway Engineering - Part 5, Pipelines;" current revision. Approvals by the railway company involved and the ACSA are necessary Ipriar to authorization of work to commence. For steel e e r P - sle v suncle railroads s;ee art VII Fi Ore W 11 and Figure S-6. G. BLASTING Blasting, where required, shall be done with care in accordance with all applicable Federal, State, and local laws, ardinainces, rules and regulations of. the authorities having jurisdiction and by skiiledl and experienced blasters. A blasting permit must be obtained from the Albemlarle County Department of Fire & Rescue prior to commencing the work. All Federal, State, and local regulations governing construction safety, shall b4e adhered to and any violation of such regulations shall be deemed the sole Irespon ' bility of the contractor and/or developer. Proper notification shall be ivren to the ACSA and the public P9 prior to the commencement of blasting operatJons. Blasting on Saturdays, Sundays, and holidays will be permitted only With written permission from the ACSA. Precautions shall be taken to prevent injtury to persons and damage to property. No blasting shall be done within twenty-five (25) feet of any completed work or adjacent to any other structures unless proper precautions are taken. Ends of utility lines adjacent to the blasting area shali be covered' 10 GC -4 FINISHED GRADE =1TI=T SEI T=1T1 - �f-11 T-1 Ti -7 Ef= r=1T1-7 rr= 41 TRENCH. REDUCER +--2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL 8 t8" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE - OF TRENCH d 24 MN, --------------- - ;----- 4 REDUCER -------- ,... d g MNL I 2500 P.S.I. CONCRETE THRUST BLOCK 0 4Q 8"MN --._,...__....--_-,.-------- __ __ UNDISTURBED SOIL - EDGE 4 - - - - OF TRENCH , 24" MIN. 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 CONSULIING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W -3D TD -7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 TD --13 avoid debris and damage. Whenever blasting will be undertaken in the vicinity of an existing utility, it shall only be done with direct "onsite" supervision of the ACSA. Any damage asa 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 shall be commenced immediately following the completion of the work on any section of the project. All drainage structures shall be restored using like materials 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 be replaced toequal or better condition. All public streets, roads, and highways shall be restored as required by VDOT. All private streets shall be restored to VDOT standards with materials one and one half (1'/2) times the thickness of the surface disturbed. Work performed 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 applicable, to their o6ginal condition. The contractor -shall be res onsible for ail restoration necessa as a P ry result of his operations for the period of one (1) year fallowing acceptance of the work by the ACSA. L EROSION CONTROL Prior to beginning any land disturbing activity, equal to or greater than one acre, the Contractor shall obtain a Virginia Stormwater Management Program (VSMP) Permit from the Albemarle County Department of Community Development, The Contractor shall also submit an Erosion Control Plan to the Albemarle County Department of Community Development for any construction activitydisturbing in excess of 10 000 square feet to acquire a Soil Erosion g q q Control Permit. Special precaution shall be taken for activities occurring within the drainage basin of any water supply impoundment'.. J. UTILITIES WITHIN STREETS OF PLANNED DEVELOPMENTS Utilities to be installed in planned subdivisions may be Installed within streets, subject to approval of VDOT, where such streets are to be dedicated to VDOT for public use. Guidelines have been developed to assist in planning utility installations.. The following guidelines are for proposed utility placement GC -5 within the right-of-way in the Culpeper District for subdivision: streets: 1. Watedines will be allowed 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 an altemate location. 2. Waterlines greater than twenty-four (24) inches indiameter under the pavement parallel with the roadway alignment will be reviewed on a case-by-case basis.. 3. Sanitary manholes and surface structures 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. Greenberghrrow 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/REVIISION 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 PROFS SIGNpp SEA Op a i Liv. No. 019570 LICENSE # 0402019570 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 C7m4 WiDTH DIM. '"F' THICKNESS OF FILLET WELD STRAP = 1/4" STANDAR H X NU FI '1/4" .THICK' PLATE WASHER 3" THREAD "ANCHOR 1 NOMININSIDE 3�3 I /AL DIAMETER EXTRA BOLTS STRONG' STEEL. PIPE -- -- - - #1 BARS Q 12 PIPE' BELL ON CENTER FO 12" BENDS & CONCRETE' CLASS "B" LARGERC --------- CHART FOR UPPERI SECT ON VERTICAL BLOCKING NO STANDARD 50' HOOK ON END OF ANCHOR BOLLS TO FACE CENTER. .OF BLOCKS, CONCRETE BLOCKING FOR. UPPER VERTICAL BENDS N,T,S, NIG, W -3A TD -4 i(1=III IIIIII��II��IIIIIII�Illlll1111�- CRIMP AND ROLL END OF COPPER PIPING 42' MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP -� TYPICAL SERVICE TAP ABANDONMENT NTS FIG, W -6B IL Adequate structural support for the sewers to prevent excessive deflection of the joints and the settling on and breaking of the water line; III. That the length' of the waterline be centered at the point of the - crossing so that 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 and as farpossibleas from the water line. E. PIPELINE INSTALLATION UNDER EXISTING PUBLIC HIGHWAYS 1. General Work in public highway rights-of-way shall be subject to VDOT approval, A Land Use Permit '.mut :b s e obtained from the Virginia Department of 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 shall 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 shall be confined to as small a working space as practical so as not to cause .undue inconvenience to the public or to adjacent properties. At the time of undertaking the work; the to shall notify VDOT and the project engineer twenty-four (24) hours in advance of construction. 2. Pipeline Installation Main water distribution lines and sanitary sewer lines under existing public highways shall be installed by open cutting if approved by VDOT. 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 (1/4) inch. The casing pipe shall extend froM.back of curb to back of curb, or beyond concrete or paved ditches, or a minimum 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 water installations and no less than three times the diameter of the carrier pipe for sewer installations.. Ai[carrier pipe installed in steel casings shall be ductile iron and shall be supported with steel casing spacers. For steel sleeves under roadways see Part VII, Figure W-10, and Figure S-5. GC -3 UNDISTURBED EARTH 2 - 3/4" DIA ALL-THP,EAD RODS,,,.._,,...:...._ ASTM A36 AND HEX NUT ASTM A588. C(YP) - - UNDISTgReED ........_.. SOIL (TYP). !-WATER MAIN VALVE W 24" MIN TINS EARTH. PLAN 4 j-`;; ,--CLASS A-3 CONCRETE ta" MIN UNDISTURBED E SECTION NOTE: 1. ALL RODS. AND .FASTENERS SHALL- BE GIVEN-,' TWO COATS OF ASPHALTIC PAINT AFTER' ASSEMBLY, 2. CONTRACTOR SHALLENSURETHAT THE .COLLAR BEARS AGAINST UNDISTURBED SOIL. FOR THE MINIMUM DIM. F..NSION SH W' 4 N 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE. MINIMUM. IF THE TRENCH WIDTH IS. LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDN13LY. CROSS ANCHOR RESTRAINTS FOR VALVE - NIS 'Fig.: W- 3C VARIES VAF WATER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS. VE BOX TO METER BOX (SEE FiG. W -EA' THRU W -7E), E' g 4" ,--2" COPPER �2" CORP. STOP 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVEWILLBE 4" UNLESSOTHERWISE- SPECIFIEDBYTHEACSA. • SERVICE HNETO.CONNECTATMAIN' WITH X"z4"TEE. • REFER. TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON. ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING. As PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. w --6C To -12 Bore and jacking of pipe or tunneling under pavement shall be done only upon prior written approval, by the ACSA. If anypipe is installed in this manner, the contractor shall submit a detailed schedule of operation and shall show the equipment and the exact method to be used. 3. Pavement & Shoulder ReDlacement T includes II pavement shoulders The work nc des the. replacement of a pa e and ho removed or damaged bythe contractor during the course of construction. All work replaced shall match the existing work as nearly as practicable. Materials to be replaced shall be as required in the "Land Use Permit', but no less than one and one-half (1'h) times the thickness of the component layers removed and shall be. in accordance with the Virginia Department of Transportation Road and Bridge Specifications, latest revision. F. PIPELINE INSTALLATION UNDER EXiS'TING RAILROADS Local railway companies require permits 'for any construction within the confines of their right-of-way limits or propertieF,. All requirements relative to design and construction must be met prior to aplproval by the ACSA: Notice or verification of meeting such requirements shall be submitted to the ACSA with the construction plans. Main water and sewer dlistribution lines under railroads shall be installed and sleeved in accordance with the "AREA Manual for Railway Engineering - Part 5, Pipelines;" current revision. Approvals by the railway company involved and the ACSA are necessary Ipriar to authorization of work to commence. For steel e e r P - sle v suncle railroads s;ee art VII Fi Ore W 11 and Figure S-6. G. BLASTING Blasting, where required, shall be done with care in accordance with all applicable Federal, State, and local laws, ardinainces, rules and regulations of. the authorities having jurisdiction and by skiiledl and experienced blasters. A blasting permit must be obtained from the Albemlarle County Department of Fire & Rescue prior to commencing the work. All Federal, State, and local regulations governing construction safety, shall b4e adhered to and any violation of such regulations shall be deemed the sole Irespon ' bility of the contractor and/or developer. Proper notification shall be ivren to the ACSA and the public P9 prior to the commencement of blasting operatJons. Blasting on Saturdays, Sundays, and holidays will be permitted only With written permission from the ACSA. Precautions shall be taken to prevent injtury to persons and damage to property. No blasting shall be done within twenty-five (25) feet of any completed work or adjacent to any other structures unless proper precautions are taken. Ends of utility lines adjacent to the blasting area shali be covered' 10 GC -4 FINISHED GRADE =1TI=T SEI T=1T1 - �f-11 T-1 Ti -7 Ef= r=1T1-7 rr= 41 TRENCH. REDUCER +--2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL 8 t8" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE - OF TRENCH d 24 MN, --------------- - ;----- 4 REDUCER -------- ,... d g MNL I 2500 P.S.I. CONCRETE THRUST BLOCK 0 4Q 8"MN --._,...__....--_-,.-------- __ __ UNDISTURBED SOIL - EDGE 4 - - - - OF TRENCH , 24" MIN. 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 CONSULIING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. NTS FIG. W -3D TD -7 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 TD --13 avoid debris and damage. Whenever blasting will be undertaken in the vicinity of an existing utility, it shall only be done with direct "onsite" supervision of the ACSA. Any damage asa 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 shall be commenced immediately following the completion of the work on any section of the project. All drainage structures shall be restored using like materials 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 be replaced toequal or better condition. All public streets, roads, and highways shall be restored as required by VDOT. All private streets shall be restored to VDOT standards with materials one and one half (1'/2) times the thickness of the surface disturbed. Work performed 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 applicable, to their o6ginal condition. The contractor -shall be res onsible for ail restoration necessa as a P ry result of his operations for the period of one (1) year fallowing acceptance of the work by the ACSA. L EROSION CONTROL Prior to beginning any land disturbing activity, equal to or greater than one acre, the Contractor shall obtain a Virginia Stormwater Management Program (VSMP) Permit from the Albemarle County Department of Community Development, The Contractor shall also submit an Erosion Control Plan to the Albemarle County Department of Community Development for any construction activitydisturbing in excess of 10 000 square feet to acquire a Soil Erosion g q q Control Permit. Special precaution shall be taken for activities occurring within the drainage basin of any water supply impoundment'.. J. UTILITIES WITHIN STREETS OF PLANNED DEVELOPMENTS Utilities to be installed in planned subdivisions may be Installed within streets, subject to approval of VDOT, where such streets are to be dedicated to VDOT for public use. Guidelines have been developed to assist in planning utility installations.. The following guidelines are for proposed utility placement GC -5 within the right-of-way in the Culpeper District for subdivision: streets: 1. Watedines will be allowed 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 an altemate location. 2. Waterlines greater than twenty-four (24) inches indiameter under the pavement parallel with the roadway alignment will be reviewed on a case-by-case basis.. 3. Sanitary manholes and surface structures 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. Greenberghrrow 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/REVIISION 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 PROFS SIGNpp SEA Op a i Liv. No. 019570 LICENSE # 0402019570 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 C7m4 MANENT EASEMENT (+/ — (13)AD ` — (17)PN ` 2)I .. Ise .�. _ _. ,_ ......... ........ ............ _ ... __. , ", ��.�rH ..sin, zi• tzxa �Hcdi .r�su -/rH/,a' ' // 1\• .\e .\< .\<• lI •x\• /1. '\° -\<• �� i r '\� 'ill".I , °\ % ? ".,,,nom... f• ' y . �\. A ,' ! ;' // 10 RAG CA (1) • "'d40 „s ; a (3) JW (4) JB ; I (1�IB IN, rnI I 0 i I I °I f t ��1) CB`, I I I I (3) JW _-: p,f .............._........_ I-------------- ------------ I ------ ---- Jg , #. m Wit. % L L1 I I � I I II I, + l; 5 b{ j -------------- ------- ----- € 4 tl ---- -------6 S ; %/WN/,'///L% .'H////9//i, H/mi/ %%//H/L' /HGl G.%//, /H/////6 Y//W IoI %///H/.Zs /H/////, �%/6/'//� z�H�Yid//G //,.0; 'H/G%z3 '//U"✓a //H (///✓L /!el/H /////// f///' Q— /i SIA rlWmA ," ;Y/H//dx' f i9L "Guu%',6 ✓H//Hl. �' £o< tiL ;ei:�, &,.x.,., x �%/, 3 '/.O • I o r eµ � I I I I Y (1)PO-- N I V. N I 7 i I 4 I G 20 4 �,, • I I I s l �� �. 63s �. ------------- (11 )AD ,......._ 1)P65' 7 (�B (4)JBL I �\\,QTY OF Vi 7 SS 0 7 Ci BEFORE LOCATION MAP REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 1 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. 3 SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS BLEND COMMON TO LOCALITY. 4 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. 7 FULL SITE TO BE IRRIGATED. PLAINT SCHEDULE LARGE MTREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. GP 1 Ginkgo biloba'Princeton Sentry Princeton Sentry Ginkgo B & B 2.5"Cal 14 aPO 4 Platanas occidentalis American Sycamore 8 & B 2.5"Ca1 1253 MEDIUM STREETTREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. DAA 4 Acer rubrum'Autumn Flame' Autumn Flame Maple B 8 B 3.5"Cal 177 GA i Cellis laevigata'AII Seasons' Sugar Hackberry B & B 2.5"Cal 397 W SP 1 Soph.m japonicaPri... too Upright' Princeton Upright Scholartree B & B 2.5"Ca1 302 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 SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT SPREAD j 7 AD 30 Abeliaxgrandigora Dwarf Dwad Abelia Cant. 18"-24"Ht, /l�''.�d TCC: 14 L J BGM 51 Buxusx' Green Mountain' Boxwood Carl. 24"-36" HL ,�+��+J� TCC: 4 0 [ 4 CB 6 Caryapteris x clandonensis'Longwood Blue' Blue Mist Shrub Cant. 24" Ht. Min. TCC: 10 FG 38 Fothergila gardenii Dwarf Fothergill. Cont, 24" Ht. Min. TCC: 3 IB 4 Ilex x meserveae'Blue Princess TM Blue Princess Holy Cont. 4'-6' Ht. TCC: 23 JB 31 Juniperus chinensis'Blue Point' Blue Point Juniper Cont. 36" Ht. Min. 0 TCC: 11 i . ' JW 21 Juniperus scopularum'N/tchila Blue' Wichita Blue Juniper B & B 7' Min. Ht, �4'"A/� TCC: 11 l ] PN 17 Picea abies' Nidiformis' Nest Spruce Cont. 24".30" HI. Min, 1y,E/ TCC: 9 ORAG 10 Rhus aromalica'Gro-Low Gro -Low Fragrant Sumac Cont. 24" Ht. Min. VV\ 1 GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT IMPDA 3,838 sf Seed Kentucky 31 Tall Fescue and Bluegrass seed SHIRUB HEIGHT MEASUREMENTS ARE TO BE AS MEASURED FROM TOP OF ROOTBALL (TYP.) GENERAL NOTES: 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 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 WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR APPROVAL. 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. 6. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. 7. NO PARTAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL. B. SAMPLES OF RIVER ROCK COBBLESTONE ARE TO BE PROVIDED TO OWNER/TENANT FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTRLUCTION. NO COBBLESTONE IS TO BE INSTALLED WITHOUT PRIOR APPROVAL FROM TEXAS ROADHOUSE. 9. CONTRACTOR 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 NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. 10, ALL SITIE 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. 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. Greenherghrrow 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 DESCR.IP i_11 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 PROFESSIONAL IN CHARGE PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NIO. 185 PROJECT MANAGER ANDRE R,,,€ 7' TE3'_"1_ QUALITY CONTROL CT ; HEN POWER'S' DRAWN BY tt ,. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L1.0 t, fi filr�l ;y MANENT EASEMENT (+/ — (13)AD ` — (17)PN ` 2)I .. Ise .�. _ _. ,_ ......... ........ ............ _ ... __. , ", ��.�rH ..sin, zi• tzxa �Hcdi .r�su -/rH/,a' ' // 1\• .\e .\< .\<• lI •x\• /1. '\° -\<• �� i r '\� 'ill".I , °\ % ? ".,,,nom... f• ' y . �\. A ,' ! ;' // 10 RAG CA (1) • "'d40 „s ; a (3) JW (4) JB ; I (1�IB IN, rnI I 0 i I I °I f t ��1) CB`, I I I I (3) JW _-: p,f .............._........_ I-------------- ------------ I ------ ---- Jg , #. m Wit. % L L1 I I � I I II I, + l; 5 b{ j -------------- ------- ----- € 4 tl ---- -------6 S ; %/WN/,'///L% .'H////9//i, H/mi/ %%//H/L' /HGl G.%//, /H/////6 Y//W IoI %///H/.Zs /H/////, �%/6/'//� z�H�Yid//G //,.0; 'H/G%z3 '//U"✓a //H (///✓L /!el/H /////// f///' Q— /i SIA rlWmA ," ;Y/H//dx' f i9L "Guu%',6 ✓H//Hl. �' £o< tiL ;ei:�, &,.x.,., x �%/, 3 '/.O • I o r eµ � I I I I Y (1)PO-- N I V. N I 7 i I 4 I G 20 4 �,, • I I I s l �� �. 63s �. ------------- (11 )AD ,......._ 1)P65' 7 (�B (4)JBL I �\\,QTY OF Vi 7 SS 0 7 Ci BEFORE LOCATION MAP REFERENCE NOTES SCHEDULE SYMBOL DESCRIPTION 1 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. 3 SEED LAWNS WITH KENTUCKY 31 TALL FESCUE AND BLUEGRASS BLEND COMMON TO LOCALITY. 4 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. 7 FULL SITE TO BE IRRIGATED. PLAINT SCHEDULE LARGE MTREET TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. GP 1 Ginkgo biloba'Princeton Sentry Princeton Sentry Ginkgo B & B 2.5"Cal 14 aPO 4 Platanas occidentalis American Sycamore 8 & B 2.5"Ca1 1253 MEDIUM STREETTREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE T.C.C.. DAA 4 Acer rubrum'Autumn Flame' Autumn Flame Maple B 8 B 3.5"Cal 177 GA i Cellis laevigata'AII Seasons' Sugar Hackberry B & B 2.5"Cal 397 W SP 1 Soph.m japonicaPri... too Upright' Princeton Upright Scholartree B & B 2.5"Ca1 302 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 SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT HEIGHT SPREAD j 7 AD 30 Abeliaxgrandigora Dwarf Dwad Abelia Cant. 18"-24"Ht, /l�''.�d TCC: 14 L J BGM 51 Buxusx' Green Mountain' Boxwood Carl. 24"-36" HL ,�+��+J� TCC: 4 0 [ 4 CB 6 Caryapteris x clandonensis'Longwood Blue' Blue Mist Shrub Cant. 24" Ht. Min. TCC: 10 FG 38 Fothergila gardenii Dwarf Fothergill. Cont, 24" Ht. Min. TCC: 3 IB 4 Ilex x meserveae'Blue Princess TM Blue Princess Holy Cont. 4'-6' Ht. TCC: 23 JB 31 Juniperus chinensis'Blue Point' Blue Point Juniper Cont. 36" Ht. Min. 0 TCC: 11 i . ' JW 21 Juniperus scopularum'N/tchila Blue' Wichita Blue Juniper B & B 7' Min. Ht, �4'"A/� TCC: 11 l ] PN 17 Picea abies' Nidiformis' Nest Spruce Cont. 24".30" HI. Min, 1y,E/ TCC: 9 ORAG 10 Rhus aromalica'Gro-Low Gro -Low Fragrant Sumac Cont. 24" Ht. Min. VV\ 1 GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT IMPDA 3,838 sf Seed Kentucky 31 Tall Fescue and Bluegrass seed SHIRUB HEIGHT MEASUREMENTS ARE TO BE AS MEASURED FROM TOP OF ROOTBALL (TYP.) GENERAL NOTES: 1. GRAPHIC SYMBOLS TAKE PRECEDENCE OVER WRITTEN QUANTITIES AND KEYS ON PLAN. 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 WEEKS PRIOR TO PLANTING, THE CONTRACTOR SHALL SUBMIT TO THE OWNER / OWNER'S REPRESENTATIVE A PLANT PHOTO SUBMITTAL FOR APPROVAL. 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. 6. ANY PHOTO SHOWING A GROUP OF PLANTS CLOSE TOGETHER WILL NOT BE ACCEPTED. 7. NO PARTAL OR INCOMPLETE SUBMITTAL WILL BE ACCEPTED FOR REVIEW. ANY REJECTED SPECIES WILL BE SUBJECT TO RESUBMITTAL. B. SAMPLES OF RIVER ROCK COBBLESTONE ARE TO BE PROVIDED TO OWNER/TENANT FOR REVIEW AND APPROVAL TWO (2) WEEKS PRIOR TO CONSTRLUCTION. NO COBBLESTONE IS TO BE INSTALLED WITHOUT PRIOR APPROVAL FROM TEXAS ROADHOUSE. 9. CONTRACTOR 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 NOT SPRAY ONTO BUILDING. IRRIGATION SYSTEM TO BE DESIGNED INSTALLED PER ALL LOCAL, STATE AND FEDERAL CODES. 10, ALL SITIE 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. 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. Greenherghrrow 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 DESCR.IP i_11 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 PROFESSIONAL IN CHARGE PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NIO. 185 PROJECT MANAGER ANDRE R,,,€ 7' TE3'_"1_ QUALITY CONTROL CT ; HEN POWER'S' DRAWN BY tt ,. PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L1.0 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 UI 1/2 OF ROOTBALL. 2X DIAMETER OF ROOTBALL TREE PLANTING DETAIL NOT TO SCALE HOSE GUARD-NEW/"^M_n n RUBBER OR PLASTI ONE COLOR. CUT AWAY ALL PLA! COVERINGS AND ALI CORD TURNBUCKLES 6" G ON CADMIUM PLATE FITTED WITH SCREWI GUYING CABLES MIS 5 STRAND STEEL C 3 PER TREE. CEDAR STAKE 2"X2' CUT BURLAP FROM UPPER 1/2 OF RO( zA u1Amr I LIC Ur NUU tlALL EVERGREEN TREE PLANTING DETAIL 1" = 1" CUT AWAY ALL E COVERINGS AND CORD, PRUNE C ENOUGH WHOLE TO REDUCE FOL 1/5 (NOT END TREE TIES (4 R CINCH TIES 12" APART NAILED T STAKES 2" PRESSURE T LODGEPOLE STAI (OR EQUAL) PLANT PIT TO B TIMES DIAMETER ROOTBALL AND I BE 50% BUILT C ON SLOPE CROWN OF ROO' BE 1"-2" ABOVE OF FINISH GRAD CUT BURLAP FR 1/2 OF ROOTBA TREE PLANTING DETAIL (SLOPE) NOT TO SCALE NOTE: PLANTING BEDS AROUND TEXAS ROADHOUSE BUILDING TO HAVE 4"-6" LENGTH COBBLESTONE HAND PLACED AROUND ALL SHRUBS. INSTALL ON WEED BARRIER. fiVIL N 1X DN. Or ROOTBALL TREE WRAP K;�_SHRIJI.BPLANTING DETAIL F ROOTBALL TCH FINISH WITHIN 1 " :PTH MULCH OIL SAUCER -ANTING MIX URBED SOIL 329343.39-01 OF ROOTBALL BATCH FINISH )E WITHIN 1 " DEPTH MULCH SOIL SAUCER PLANTING MIX STURBED SOIL 329343.46-01 TREE WRAP r" ROOTBALL rCH FINISH WITHIN 1" PTH MULCH DIL SAUCER ANTING MIX DATIVE SOIL IPACTED TO ,IN 50% OF BALL BUILT TON SLOPE 329343.39-02 NOT TO SCALE TOP OF ROOTBALL TO MATCH FINISH GRADE WITHIN 1" -3" DEPTH MULCH SHREDDED BARK MULCH -4" SOIL SAUCER PLANTING MIX UNDISTURBED SOIL 329333.16-01 NOT TO SCALE ASPHALT PAVING 329333.83-01 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. ONCRETE CURB BACKFILL WITH CLEAN FRIABLE nuu€ququ�traw�in�illulk�luglll�ln IIIRIfl�llllll�� 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 ISTING TREE VCE TO BE OUTSIDE OF IP LINE OF TREES HIGH SAFETY FENCE WITH /4" REROD 8' O.C. OSTING 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 "BIRDBATHS" BY TRAPPING WATER AROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS SEE SHRUB PLANTING D ETAI L 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" (ANSI.Z60.1). 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 MATERIAL 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 EXISTING 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 (5) POUNDS PER 1000 SQ. FT. OF GRASSED AREA. SEED MAY BE APPLIED EITHER BY A MECHANICAL SPREADER OR HYRDRDSEEDING. 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. TREE'S 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 STRUCTURE. 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 21. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. ALL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. 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. Greenberghrrow 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 permiission from the Professional ISSUE/REVISION RECORD 10/22/15 ARB SUBMITTAL 12/31/15 ARB RIESUBMITTAL 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 PROFESSIONAL IN CHARGE s L .i E'i PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NG. '185 PROJECT MANAGER QUALITY CONTROL STEPHEN ROWERS DRAWN BY SARAH DR"i R PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER L2.0 COVER OTR ONDIISTANT AN ULANRED \jA\L p\V V .GRID GRID Ir **SEE PLAN FOR REQUIRED SPACING SPACING "D" ROW WIDTH "A" NO. 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 NOT TO SCALE ASPHALT PAVING 329333.83-01 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. ONCRETE CURB BACKFILL WITH CLEAN FRIABLE nuu€ququ�traw�in�illulk�luglll�ln IIIRIfl�llllll�� 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 ISTING TREE VCE TO BE OUTSIDE OF IP LINE OF TREES HIGH SAFETY FENCE WITH /4" REROD 8' O.C. OSTING 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 "BIRDBATHS" BY TRAPPING WATER AROUND PLANTS OR NEAR BUILDING FOUNDATIONS OR SIDEWALK. CONTRACTOR MUST MAINTAIN POSITIVE DRAINAGE. 5"-7" LENGTH CONCRETE SIDEWALK BY OTHERS SEE SHRUB PLANTING D ETAI L 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" (ANSI.Z60.1). 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 MATERIAL 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 EXISTING 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 (5) POUNDS PER 1000 SQ. FT. OF GRASSED AREA. SEED MAY BE APPLIED EITHER BY A MECHANICAL SPREADER OR HYRDRDSEEDING. 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. TREE'S 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 STRUCTURE. 20. LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 21. ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED PRIOR TO START OF LAND DISTURBANCE AND MAINTAINED UNTIL FINAL LANDSCAPING IS INSTALLED. 22. ALL TREES ARE TO BE STAKED AND GUYED PER PLANTING DETAILS. 23. 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. Greenberghrrow 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 permiission from the Professional ISSUE/REVISION RECORD 10/22/15 ARB SUBMITTAL 12/31/15 ARB RIESUBMITTAL 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 PROFESSIONAL IN CHARGE s L .i E'i PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NG. '185 PROJECT MANAGER QUALITY CONTROL STEPHEN ROWERS DRAWN BY SARAH DR"i R PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE LANDSCAPE NOTES & DETAILS SHEET NUMBER L2.0 FINISHED GRADE. aTURF POP UP HEAD. 3: 1/2" MARLEX STREET ELLS. 0 J W m LATERAL LINE AND PVC TEE. TURF SPRAY MARLEX ASSEMBLY 3" = 1'-0" SCHEDULE 80 PVC NIPPLE, SET AT 45 DEGREE ANGLE. 328403.13-01 QUICK COUPLING VALVE IN BOX 1 1/2" = 1'-0" 328406.43-02 TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC MAINLINE. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. 3/4" PVC LATERAL I PIPE. I /7/ TYPICAL OFFSET 2" FROM '--INSTALL ASSEMBLY LIJ 1 to TO 1 1 /2"ABOVE 0 < FINISHED GRADE. 3 0 M DO NOT USE SIDE INLET. 7) HIGH POP HEAD. (FEET) EMITTER 1 z_ 1/2-- MARLEX STREET ELL. GPH BARB ELL X MIPT. `V 1/2" MARLEX STREET ELL. S LATERAL -J LINE. PVC TEE (SXSXT) OR ELL. 1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 2" MINIMUM, 4" MAXIMUM BELOW TOP OF BOX. a 1OX15 RECTANGULAR VALVE BOX. ° REMOTE CONTROL VALVE, ONE PER BOX. -I I IIIIII-III- - - �- PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS III -III ON 30" LOOPED WIRES. I I ISI I I1 11=11 - (-1 W OUTLET PIPE SAME SIZE qO a AS VALVE, 24" MIN. 4"� TO FIRST FITTING. TO CURB 0 45 DOWN AS WALK. m REQ. TO LATERAL N PIPE DEPTH. G 00 0�O CD INCREASE LATERAL O O LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE. SCHEDULE 80 RISER. f7 MAIN LINE. SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY 3" = 1'-0" 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. 00 LONG SWEEP WALL MOUNT CONTROLLER 1" = 1'-0" PVC SCH 40 TEE OR ELL. PVC MANIFOLD LINE. -� 328403.29-01 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 titLOW GRADE. 328409.13-01 EASY FIT COMPRESSION I ADAPTER. / EASY FIT COMPRESSION / COUPLING: RAIN BIRD MDCFCOUP\__1 LANDSCAPE DRIPLINE TUBING. --'- WATER SOURCE: DRIP VALVE POLYETHYLENE OR PVC HEADER ( �]- OR LATERAL FROM VALVE. HARDSCAPE, 4 " �° FROM PLANTED MANIFOLD, SIZE AS PER AREA. MAXIMUM FLOW PER ZONE CHART. TYPICAL W J CD MAXIMUM LATERAL LENGTH (FEET) EMITTER 1 EMITTER FLOW RATE GPH SPACING 12" SPACING 18" SPACING 12 4" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 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 1 125 96 1 175 135 1 218 171 PVC SCH 40 TEE OR ELL. PVC MANIFOLD LINE. -� 328403.29-01 1 1/2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. PVC SCH. 40 titLOW GRADE. 328409.13-01 EASY FIT COMPRESSION I ADAPTER. / EASY FIT COMPRESSION / COUPLING: RAIN BIRD MDCFCOUP\__1 LANDSCAPE DRIPLINE TUBING. --'- WATER SOURCE: DRIP VALVE POLYETHYLENE OR PVC HEADER ( �]- OR LATERAL FROM VALVE. HARDSCAPE, 4 " �° FROM PLANTED MANIFOLD, SIZE AS PER AREA. MAXIMUM FLOW PER ZONE CHART. TYPICAL W J CD EMITTER II 1 I EMITTER 1 Fn 0.6 GIPH w W SPACING 0.6 HIGH POINT, AS 12 0 of= 1.44 18 INDICATED. 0.69 1.03 a 24 0.28 0.41 :\A) 1.9 PSI POLY PIPE HEADER TYPICAL DRIP LINEofLi 1/2" 4.7 GPM 8.8 PSI WITH EMITTER I W� g A 13.5 GPM 4.8 PSI 1-1/2" I � PSI 2" 52.4 GPM :D Q I X W < g I I I I F I I COMPRESSION 0 FITTING. I U) -DRIPLINE DRIPLINE SPACING AS W NOTED. EMITTERS 0 Of 1 OFFSET FOR= _ TRIANGULAR SPACING. EMITTER U 0 EMITTER LATERAL AIR RELIEF VALVE AT 0.6 GIPH w W SPACING 0.6 HIGH POINT, AS 12 -' Cn 1.44 18 INDICATED. 0.69 1.03 a 24 0.28 0.41 :\A) 1.9 PSI POLY PIPE HEADER TYPICAL DRIP LINEofLi 1/2" 4.7 GPM 8.8 PSI WITH EMITTER I � g 1" 13.5 GPM GRID PRECIPITATION RATES (IN/HR) EMITTER 12" EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 GIPH 1.0 GPM 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 GIPH 1.0 GPM D.67 GPM 0.50 GPM 0.9 GIPH 1.5 GPM .0 GPM .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 1" 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 I II SLOPED CONDITION NOTE: ALL TEES, ELLS, AND 1 I1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE AT 4' 0. C. AT CLAY, I I IWHENEVER POSSIBLE. 3' O.C. AT LOAM, OR I 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 2' O.C. AT SAND.F I I 3. NORMAL SPACING WITHIN THE TOP 2/s OF SLOPE, FLUSH VALVE OR 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM OF CAP AT LOW END, THE SLOPE. END FEED EXAMPLE AS NOTED. CENTER FEED EXAMPLE ( 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 1/ ON A SEPARATE VALVE. TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. �__AR AIR RELIEF VALVE: RAIN BIRD VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. 04 2„ 0 u T v0OG `OSW,o 6" THICK LAYER OF PEA GRAVEL. ELECTRIC REMOTE CONTROL VALVE 1 1/2" = 1'-0" SAWCUT 1 1/2" MINIMUM. EXISTING PAVMENT. WIDTH VARIES 328406.13-01 REPLACEMENT PAVING: z SHALL BE "IN KIND", INCLUDING 0 SEAL COATS. Q NEW ASHPHALT PAVING SHALL BE U 2" THICKER THAN THE EXISTING, AND NO LESS THAN 5" THICK. SUBSEQUENT BACKFILL WITH 100% w COARSE SAND, COMPACETED TO 90% OPTIMUM DENSITY. < - o WHEN PVC PIPE IS USED, PIPE SHALL BE BACKFILLED TO THE HAUNCHING AND COMPACTED TO 907. PRIOR TO COMPLETING SUBSEQUENT BACKFILL. HAUNCHING z_ :2 BEDDING 4" MIN. 4" MIN. TRENCH DETAIL AT ASPHALT PAVING 1 1/2" = l' -O" POLYGON SHAPED DOGBONE SHAPED CORNER SHAPED "C" SHAPED CURVED POLYGON ODD SHAPED HOURGLASS SHAPED N.T.S. 1 1 328413.56-01 328409.76-02 NOTES 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. TI RENCHING: 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 WVITDH 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 112"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 PREVENTSETTLING. 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 WATERIAL 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 15 TIMES. (AUTOMATIC CONTROLLER: PROVIDE 120 VOLT ELECTRICAL CURRENT TO THE CONTROLLER IN CONDUIT IN (ACCORDANCE WITH LOCAL, STATE, AND FEDERAL CODES. (CLEAN-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 BELOW TOP OF BOX. 110X15 RECTANGULAR VALVE BOX. MANUAL VALVE AS SPECIFIED.- LJ -III-III III III III III 1 1 -1 11=1 1=1 1=1 CD d 45 DOWN AS mREQ. TO LATERAL PIPE 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. FLUSH TO GRADE AT LAWN. 2" ABOVE FINISH GRADE AT SHRUBS MANUAL CONTROL VALVE IN BOX 1 1/2" =1 1'-0" 2„ CLR �-III- III=1 �'- SCHEDULE 80 RISER AND ELL. MAIN LINE. 328406.19-02 OreenherUFarrow 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 PROFESSIONAL SEAL PROFESSIONAL IN CHARGE PROFESSIONAL LANDSCAPE ARCHITECT LICENSE NO. 10"59 PROJECT qq MANAGER d".i,,'D'�'"E r"�i�l iµ ,,j EL QUALITY CONTROL DRAWN BY �w{£'"3i(�fi�,,}' 1 Irk I OE I E PROJECT NAME TEXAS ROADHOUSE CHARLOTTESVILLE VA 455 ALBEMARLE SQUARE ALBEMARLE COUNTY PROJECT NUMBER 20140710.0 SHEET TITLE IRRIGATION NOTES & DETAILS SHEET NUMBER L2.1 L-3 1/2" D.D. STEEL COLUMN - REFER TO STRUCTURAL DETAIL AT GATE SCALE: 1"=l'—O" 1 1/2" TYPE B - DECKING - PAINT BLACK EACH SIDE 2 X 2 X 3/16" GALVALUME STEEL TUBE FRAME: SEE ELEVATION THIS SHEET FOR LOCATIONS DETAIL AT GATE SCALE: 1"=1'-0" 8" 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. FRAME: ® PROVIDE (3) JAMB ANCHORS ND (1) BASE ANCHOR SECURITY CLOSURE PLATE METAL FLASHING W/ DRIP EDGE B.O. BEAM EL 8 (1 00 r -z•= �olcn �t �miLL 0010 0 0 b_ 0 :z a-Si 0 rry ROUNDED ROUNDED ROUNDED META. ROOF CONCRETE TOP CONCRETE TOP -- CONCRETE TOP DUMPSTER PAINTED PAINTED FAPARATED PLYWOOD PAINTED SHETHING - SEE PLYWOOD 6" DIAMETER SHETHING NOTES ON A7 6" DIAMETER STANDARD STEEI 6" DIAMETER STANDARD STEEL STANDARD STEEL b� o PIPE PAINTED o o PIPE PAINTED o� z PIPE PAINTED Z WITH CONCRETE 1 WITH CONCRETE h WITH CONCRETE ENCLOSURE COPFINUOUS ^ a FILL FILL FILL WA=R &ICE PAVING OR PAVING OR NOTES SHfLD -RUN UP WAL AND OVER PAVING OR CONCRETE SLAB CONCRETE SLAB WOD TOP PLATE CONCRETE SLAB & SECURE UNDER yk 1. CONCRETE SLAB AT DUMPSTER, FLSHING I" . I IV` I I I APRON & SIDEWALK TO BE INTEGRAL COLOR BLACK PIGMENT: DAVIS o I I' COLOR 8084 GRAPHITE: 15#/YARD ULJ oZ I i oz x a a DAVIS COLORS __. _o w z i = _ u = 3700 EAST OLYMPIC BOULEVARD u7 a A 90023 MINIMUM 1B" MINIMUM 18° LOS ANGELS CONCRETE I I �� 800.356.4848 C " I FOOTING. -REFER DIAMETER I I i DIAMETER TO STRUCTURAL. L CONCRETE J CONCRETE 2. CONTRACTOR SHALL VERIFY SIZE OF L __I .. FOOTING. MINIMUM 6" _ FOOTING. DUMPSTER WITH LOCAL WASTE HAULER u, MINIMUM 6" MINIMUM 6" BELOW BOTTOM AND ADJUST ENCLOSURE SIZE AS F PIPE ; TTOMI TTOM REQUIRED. OF PIPE OF PIPE B I. ELOW BO � B OW BD REF TO f ,REF TO y" 9 9 9 i i STRl1CflJRAL , STRUCTURAL _.... , `I 3. INSTALL GALVANIZED CHAINLINK FENCE 1 T0 UN OF ROOF OVERHANG UNDERSIDE t9'-0" V.I.F. INSTALL GALVANIZED DETAIL AT PIPE TO NLINK FENCE AT ENCLOSURE UP TO UNDERSIDE OF ROOF OVERHANG 5c DETAIL AT PIPE BOLLARD _'N�DETAIL AT PIPE BOLLARD 5a BOLLARD FOR GATES PERMITTED.NO GAPS LARGER THAN 2" FSA1 SCALE: 3/4"=1'-0" �_SA'_.,/SCALE: 3/4"=1'-0" Q'AlSCALE: 3/4"=1'-0" TL-CO2X RATERS - REFER TO STRUCTURAL (3) 2X TREATED BEAM - REFER TO STRUCTURAL 3-1/2" O.D. STEEL COLUMN WITH STEEL CAP - REFER TO STRUCTURAL NT. 3" HIGH x %" GALV. CLOSURE PLATE WELDED TO 2" GALV. POSTS, 16" LONG 48" O.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 FACE AT EXTERIOR FACES TYP - REFER TO A3, A4, & EXTERIOR FINISH SCHEDULE - BUILDING FLOOR FINISH — PAINT GATE SUPPORT PIPES BLACK TYP. N' "'k M InnnnT nlnr. T /nlnr / O m BUILDING FLOOR FINISH Liu UL' w a �• 7'-0" HIGH GATE DOOR: PAIR GALVANIZED CANE BOLTS: PAIR 7'-0" HIGH GATE DOORS:PAVEMENT FINISH - HOLD 6" ABOVE SLAB DRILL 3" INTO SLAB HOLD 6" ABDVE SLAB REFER TO SITE PLANS R' -t 1 3 /t fi" i FOR GRADE INFORMATION 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: 1/4"=1'-0" NOT USED SCALE: REFER Tb STRUCTURAL H (7"SECTION AT COLUMN SA1 SCALE: 1"=l'—O" 11 2 1ELEVATION AT DUMPSTER ENCLOSURE SCALE: 3/8"=V-0" PLAN AT DUMPSTER ENCLOSURE SCALE: 3/8"=1'-0" CMU WALL X XTERIOR SIDE - REFER TO ERIOR FINISH 11, W VE K N d' I w O Z L J Z J U 10 N1 GreenberUFarrow 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 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 SAI Greenberghrrow 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 COORDIINATION SET PROFESSIONAL SEAL 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 ROOF PLAN SHEET NUMBER T