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Home My WebLink AboutSUB201800044 Plan - Approved Road Plan and Comps. 2018-07-10SITE DATA: TAX MAP PARCEL: 07700-00-00-00900 SITE ADDRESS: 2050 AVON CT CHARLOTTESVILLE, VA 22902 OWNER: LIGHTHOUSE LAND LLC 2020 AVON CT CHARLOTTESVILLE, VA 22902 ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1688 CONTACT: CRAIG KOTARSKI, P.E. CRAIG.KOTARSKI@TlMMONS.COM SITE AREA: 2.906 ACRES LIMITS OF DISTURBANCE: 2.60 ACRES NEW IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 1.23 ACRES ZONING: LIGHT INDUSTRY I I c 0 1 1 0 hi 4 cl -1 k 1 16...- p G &71 hkuj 1:1 1 k &'.1 OVERLAY DISTRICT: STEEP SLOPES - MANAGED SLOPES AND PRESERVED SLOPES OVERLAY DISTRICT ENTRANCE CORRIDOR OVERLAY DISTRICT STATE AND FEDERAL DAM INUNDATION ZONES AIRPORT IMPACT AREA SETBACK: FRONT: MINIMUM - 10' FROM THE RIGHT-OF-WAY OR IF THE EXTERIOR EDGE OF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY; FOR OFF-STREET PARKING OR LOADING SPACES, 10, FROM ANY PUBLIC STREET RIGHT-OF-WAY MAXIMUM - NONE SIDE: MINIMUM - PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE REAR: MINIMUM -PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE STRUCTURE HEIGHT: NOT TO EXCEED 65' MAGISTERIAL DISTRICT: SCOTTSVILLE BOUNDARY AN SOURCE OF D TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 DATE OF SURVEY: AUGUST 11, 2017 & MARCH 15, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET PROPOSED USES: OFFICE AND MANUFACTURING BUILDING AREA: 25,692 SF TOTAL = 8,639 SF OFFICE AND 17,053 SF LIGHT INDUSTRIAL BUILDING HEIGHT: 28' FROM FIRST FLOOR TO ROOF (2 FLOORS) 40' TOTAL (WITH BASEMENT) PARKING REQUIRED: OFFICE SPACE (8,639 SF X (0.8) / 200 SF) = 35 INDUSTRIAL SPACE (13 EMPLOYEES + 2 PUBLIC) = 15 TOTAL: 50 PARKING PROVIDED: STANDARD PARKING SPACES: 57 HANDICAP PARKING SPACES: 3 TOTAL: 60 TRIP GENERATION: GENERAL OFFICE (710 ITE LAND USE CODE) 14.87 TRIPS PER 1000 SF OF OCCUPIABLE GFA 14.87 X (8,639 SF / 1,000 SF) = 128 ADT GENERAL LIGHT INDUSTRIAL (710 ITE LAND USE CODE) 4.96 TRIPS PER 1000 SF OF GFA 4.96 X (17,053 SF / 1,000 SF) = 85 ADT TOTAL TRIPS GENERATED: 128 + 85 = 213 ADT WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: MOORES CREEK CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS ARE SHOWN ON SHEET C2.0 AND C5.0 THERE ARE CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. FLOOD ELEVATION IN PROJECT VICINITY VARIES, 355-360'. THE PROJECT IS LOCATED IN FEMA FIRM MAP NUMBER 51003CO288D, PANEL 288 OF 575. THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. 3 ROAD PLAN SUB2018�44 SCOTTSVILLE DISTRICT 10/10/2019 PROJECT LOCATION v VICINITY MAP SCALE 1"=2000' OWNER: LIGHTHOUSE INSTRUMENTS ADDRESS 2020 AVON COURT CONTACT: JAM ES VEALE, PH . D TELEPHONE: 434-293-3081 FAX: 434-404-7773 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 APPROVED by the Albemarle County Community Development Department Date 1 r-) / I z File Sheet List Table Sheet Number Sheet Title C0.0 COVER C11.0 NOTES AND DETAILS CIA NOTES AND DETAILS C11.2 NOTES AND DETAILS C11.3 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 LAYOUT PLAN C4.1 ROAD & SIGHT DISTANCE PROFILES C4.3 EASEMENT LAYOUT C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS PLAN L1.0 I LANDSCAPE PLAN r L2.0 LANDSCAPE NOTES & DETAILS # OF SHEETS = 14 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT_ PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLIE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE 0s 0 r Q C AiGVJ 3, ISO'IARSICI 1:,ac. No. 04I.02.0€18507 z0/10/201-17 M E D O � V N N N O o > E w °� E o � o� ai Uj 1 1 � a J U s w a>oN vULU Nv Z 1: +we dM G =x oa �� C U j L a C Lri rn 4-1 N � M 00 J I.D �— z O U U) w K-) W W O > c) C) w U U O O Q Q Q Q Q LQ 4 Q a 0 � � rnrnrnrnrn 00000 w N r��0000 N N N N Q O 0000� O\l DATE 711012018 DRAWN BY J. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY C, KOTARSKI SCALE NA VJ Z W 2: z Cn Gam. H J W WWo 0 VJ 0 D < 0U (D H J JOB NO. 40202 SHEET NO. Co. 0 ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. C> DROP INLET & STRUCTURE NO. CURB CURB & GUTTER -�- CENTERLINE OF DITCH R-1 VDOT STANDARD STOP SIGN EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.50' PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER :s S EXISTING SANITARY SEWER WATER - - EXISTING WATER LINE g• W PROPOSED WATER LINE (9-6* Wy PROPOSED VALVE -iTF- 6n W PROPOSED TAPPING SLEEVE -�- PROPOSED FIRE HYDRANT (COMPLETE) 1r,n A r\T It I� TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT TBC = TOP BACK OF CURB TBW = TOP BACK OF WALL EOP = EDGE OF PAVEMENT February 6, 2013 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 (3) 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 DEADIEND 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). GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND (ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED) RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. PERFORMANCE STANDARDS FOR INDUSTRIAL USES APPLY TO THE PROPOSAL AS DICTATED BY BY SECTION 4.14-1-4.14.5 OF COUNTY CODE AND THE USE SHALL BE SUBJECT TO THOSE STANDARDS. 35. THIS USE IS SUBJECT TO SECTION 4.18 NOISE REGULATIONS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RIVANNA WATER & SEWER AUTHORITY (RSWA) GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT 434.977.2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE, AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE, STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. +-------------- ---- C A R1-1 STOP 'RBduce spcing 40% ......_..........; P -- �... C `....... -; 18 .375 f - -------' 6 r ------D --- 6 C --- ------ --- ,- 3 J.:S 24 .625 I s 8 C 4 10 }------°- - ' - 6 -----.a 5----- ------75 ---C------- - --------', ---------------'',--- 48 125 16 - 16 C - 8 LO COLORS: LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - RED (RETROREFLECTIVE) 1-1 MUTCD STOP SIGN DETAIL No Scale General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. O ! I,ir- No. 0402048507 1.0/1.0/2019 4- 47 M E 0 N O N � o > E w E LL o Lu O < U ji LLI J M C'N z UJ °�� X �U oQ �� c U j 1- c Ln rn N >ll M n- d- 00 J � F_ z _O a U (10 O ti LLJ�(� 14 O z W W W LLJ OO OU z Z O o O ZJ z) Q Q c)ODUU'� QQck� aaCL LLA Q Q Q C' � � LQ LJ_J uJ � rn rn rn rn 0 0 0 0 0 � N N N N N � \ \ � N Q r N Q) ro 0 � O M � O 0 (I 0 o T1 DATE 711012018 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI SCALE VJ W W Q Z t-1 r LO > W Q Zw J Q W U) Q �� VJ OJ (J) Q W F'-- u O �1 1 Z V F� JOB NO. 40202 SHEET NO. C1.0 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) 0 0 0 EOP PAINTED 18' PER 2% MAX. �4„ VDOT SPEC. 8' 1 5' 8' 8' 8' TYPICAL VAN r ACCESSIBLE ACCESSIBLE HANDICAP SPACES `FACE OF CURB 18, 4" PAINTED STRIPE (TY 9PICAL) I I. REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale PEKTY��CC yyyy��PBVALT'(��CC $M-�n` $M-$Wn` TOW AWAY ZONE TOW AWAY ZONE VAN 6' ABOVE ABLE U ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE ( } 1 R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 7-1/2" 1M F/C ANCHOR WITH �$ r�ttsHrc IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale TOP OF CURB / 4" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-2 CURB No Scale 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 2" INTERMEDIATE BASE COURSE - BM25.0 " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale R= Y4' CONTROL JOINT SPACED AT WIDTH OF WALK d4 ,° EXPANSION JOINT AT MAX OF 30', WITH %4' ° PREMOLDED EXPANSION FILLER CONC. WALK , Ga °� 4° 4. COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% d �\�\\\ 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS d ° NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. CONCRETE SIDEWALK PAVEMENT SECTION No Scale EXISTING PAVEMENT PROPOSED PAVEMENT > a SAWCUT THROUGH a. MATCH EX. CROSS U EX. SURFACE uJ SLOPE UNLESS OTHERWISE COURSE X w SPECIFIED ON PLANS w & REMOVE PAVEMENT 2' MIN. PROPOSED SURFACE 2" ± I///COURSE EXISTING PAVEMENT MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale rWIN��1 2" BITUMINOUS CONCRETE SURFACE COURSE - SM9.5A 8" TYPE 21 B AGGREGATE BASE COURSE \/F. COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION GRAVEL SECTION No Scale T 6" MIN. 2' R �4" / ° 4 a 6„ \ a d �j No Scale ° Q d a 6„ 6" COMPACTED SUBGRADE 'E 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE CONC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE d 4° d a a 7„ d a ° 16 a d d d Q a a 2'-01, CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale VDOT — Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014) Appendix IV Flexible Pavement Design Worksheet for `Vega• Subdivision Streets This sheet is intended for use and subrnissinn in cominn,-ti,,,, with V nnr.. e,.,... t.,.., c......, A .. County t b" '_R Date: .... .-.......... ! Subdivision ppt3 7� it i7t3t1 rat tarp r tf __ Street Name �t fs" Design Engineer w ad't" t�l e f L f E< ryas ; �: cto Phone: ygq 7 1 S AiAli r rrolecieu araine for me street segrncnt considered, as defined in the Subdivision Street Requirements. CBR„ Design CRR = Average of CBRr x 2/3 and nr;odiffed only as discussed in the Pavement Design Guide. C:BItT CBR value, of the subgrade sample, taken and tested as specified in the Pavement Design Guide ®ME VDGI' District Materials Engineer EPT Equivalent projected traffic HCV Number of Heavy Commercial Vehicles (e.g. trucks, buses, etc., +,with 2 or more axles and fi or more tires). °t%HCV Percentage of the total traffic volume composed of Heavy Commercial Vehicles. RF Resiliency Factor Relative value of the subgrade soil's ability to withstand repeated loading. SSV Soil support value of subgrade (SSV = CBRo x RF) T7j, Thickness index of proposed pavement design computed by the Conventional Pavernent Design Method tsescription of ljroposed Pavement Section Material Notation Surface ,5 M 9. 0 A, - Thickness, h a (a x h) Base 1 M .5. t)t\ Subbase Dp must equal or exceed the value of DR. 28 PAVEMENT DESIGN CALCULATIONS FOR AVON CT No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 211 �I��•�i• LLI al. 10" 3,000 PSI AIR ENTRAINED PORTLAND t CEMENT CONCRETE 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale g" e ° ° d ° EP/ FC d ° _TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK ° 6„ d EP/ FC V OR AS SHOWN ON PLAN WHEN NOT ALONG SIDEWALK CURB WIPEDOWN DETAIL No Scale AVON CT. (25 MPH DESIGN SPEED) EXISTING 15' 21.5' PROPOSED RIGHT-OF-WAY PRESCRIPTIVE EASEMENT DEDICATION 36' ON STREET PARKING IS NOT PERMITTED C/L T BUFFER 5' SIDEWALK-,\ 1" SM-9.OA 10, 10, (TRAVEL LANE) (TRAVEL LANE) 2%v _2% 2% ° 777mMMi ° COMPACTED SUBGRADE —� 3.5" BM-25.OA CG-6 4" UNTREATED AGGREGATE CG-6 DENOTES AVON COURT ROAD SECTION AND PAVEMENT ON PLANS AVON COURT ROAD CROSS SECTION AND PAVEMENT DETAIL No Scale VDOT — Pavement Design Guide for Subdivision and Secondary Roads in Virginia (revised 2014) 25.0 24.0 30,000 23.0 20,000 .......... ............. ..... ......................... Example .. 10,000 20.0 30 or more DR = 10.7 (interpolated) 6,000 19.0 2 � for design parameters 4 UUU 17 ► U 1 `- I SSV = l I and Design AADT = 480 3,000 16. 13 ................................_Einterp..... i 2,000 i -• _ . ». 1,000 14.0 l . ..... g.».,.»...... .... .... » ».. 800 13.0 8 ,... ,. . ....... .......... 600 ( 12.0 „ 7 - ... 11.0 rf 300 4 3 200 9.0 Z 1 100 8.0 SSV 5fl 7.0 Sc ale s 4 Minimum Design AADT 6.0 Scale Thickness Index Please refer to Appendices II and V for the application of this diagram in the design of pavement. 32 �I�xI 0 v' �.. cj �y gA ~� U C"JGW J. fr0'I'A1kSKf Li(,. No. 0402048507 r>�41 M E O O OI U N N Q O > E LUN E ~ U v 3: 41 LL o u. �iu0 dIln p N (D ,,, N a Z I!+: X O Q =) I'-- rN rr U j LO I— a i_ 4, N 2 A a W J vi O C7 0 H 0 W w U z 0 > 0 z O ct� U to W 0 ti I- 0 Wwti�� UQ > ooww w a U U UUpU�U� Q Q ck� O LU QW D 0 M ti (J) in U) U_J LU � � � rnrnrno,rn 0 0 0 0 0 LU N f��o�000 N N N N Q O N I *i n o Cl) ti o 0 0 00 0 M 0 DATE 711012018 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY C. KOTARSKI SCALE 2 10 V1 i� LU Q Z_ t-1 (D t rl 1 V 1 ~ > W Q zW 1M.-4 J J Q Uz W Q ,,W VJ Oo � a H U O T. z i V fi•--1 J JOB NO. 40202 SHEET NO. C1.1 O C 7 f? N U 0 m 3 N 0 0 Q Q >. C m 0 O ro Q 0 0 C m a `0 2 0 C DO o"f 0 0 0 to z °' O Q:E 0� r_ >, co a= �0 �C 1 U Y � s3 n z N D s 0- zx _0 o r= o- w o .§ Q0) > S �ca N U � o U U w 2 cn = N U O O U � 0 a� U O = 0 0 0 O U -0 2 N t6 O 0 � U Q0 tf,< DIA.533_iLs STEEL SM=".1;0fH R^LIND Rai (fYP,) fR I" STAKVARt PIPE, SRC}l}NOr;•du {� :.N,•''� k�', ELECTRODE 6"x8"x1' 2" V) r ANCHOR TREATED CONTAINING STEEL BLOCKOUTS. +,, ° $' %S"OLTy 46' %1.1, y�=~` ✓�� RAIL �;XP,a„�51�P1 �IL�T'S A7-' PINE BLOCK z 7s k€€T`F'dII>S 3)€1T F.,'?CS,�,s�INO 3" M ti7., g R° BLOCKOUT FOR MAINTENANCE sf FEET a TREATED SOUTHERN PINE-�-� 6x8 WOOD POST THE CRT POST IS FOR USE WITH THE STANDARD GR 10 TYPE III OR WHERE � SPECIFIED BY THE ENGINEER IN THE PLANS. GR-2. 2A X 27%4" MIN - 28Y4" MAX RAIL HEIGHT 6'-3" 6' 3' 3'-1/2" 3'-11/2" T-111/ 3' i/2„ GR-2 GR-2A (6'-3" POST SPACING) (3'-11/2" POST SPACING) MAX DYNAMIC DEFLECTION = 3' MAX DYNAMIC DEFLECTION 2' NOTES* GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO.501.05 FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT. AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /8" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y4" MIN - 28Y4" MAX AS MEASURED PER STANDARD GRINS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL OR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. x OPTIONAL GR-2A METHOD OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE 6'-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 * 60 26-1 14:1 50 21;1 11:1 40 fl4' 16:1 8:1 30 13:1 7:1 SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. CONC. STONE—�:l 2x4RAIL (TYP.) -� 3'- 0 $' 4.75' 4 x 4 POST UNLESS OTHERWISE NOTED ON PLAN 1 x 6 TRIMMER 1 x 6 SIDING 3'— 0" NO TE .I ' ADJUST TO HEIGHT 10'1 3 OF CASTER WHEELS ON GATE 12» POST ELEVATION 4.75' PLAN VIEW 1 x 6 TRIMMER 1 x 6 SIDING 1 x6CAP 1 x 6 TRIMMER NOTE.- ALL LUMBER SHALL 2 x 4 RAILS BE PRESSURE TREA TED OUTSIDE ELEVATION INSIDE ELEVATION XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 DUMPSTER PAD & ENCLOSURE DETAIL 501,04 GR 2, 2A No Scale 1Y4' _sil , 1PPITSEE ROAD PLANS fi MAX, J --- MAXA, HRyT:,:,I i2A?) 8., 8'. WASHER 4!/ oC NPs PIPE yrKET WALL DETALS. SOLID PICKET T 5/8"x18" BOLT Y4' HOLE—„ v I 6"x 8"xi'-2" TREATED 3/a HOLE 6"x6"xt' 2" Q PINE BLOCK OR TREATED PINE YQ" HOLE , __ $ RECYCLED MATERIAL. Q 3/4 / o BLOCK OR RECYCLED GALV. STEEL tOD o Ya"�L�--� MATERIAL COMMON NAIL L6" WIDE BLOCKOUT SEE NOTE 5. w FOR USE WHEN REPAIRING DAMAGED GUARDRAIL ! [ I fI REPAIR ONLY )' 3" P0_STS - ," MIN, NI' S d'2.:37.5" 0.f0.) SCtiajUL£ 80 F'-,P � c ��A 12:< ErNN41Ja WAk L RAILS : 2" MIN. NPS (2,375" Ujj.} S{'HEDLILE 40 PIPE ✓ � l .^ M€Pd EXPANSION ,fOIN.T'J Plfy1<E£C ; ;.°Y (. Nps 0J)5" (J.T..) Sx rfEO€iI,.E PIPE. ,r ' 4 TYPE 4" MIDI; c OGVD STEEL SMOOTH ROI-IIND ROD — •' � , = � 3 MA}.. LESS THAN 1'-0" HR-1 TYPE II PEDESTRIAN RAILING � l r --As'NCIiOP SOLrS (FOR (1SE .AT,rst^!fa S1GE'w1fAd,Km. X-4Cl RAMP,-,) - •r .'' STRONG SEE k#f3ADW'A`C P�APd.S��`..^f"� � POST OR TYPICAL SEC:1(:€N.z 4 r CONCRETE TE'a 8'-0" POST GUARDRAIL FOIR DIST410E TO 11%z < -;:, .SC F(W! E 40 psF'e__ MIN � POSTS : IVR" M3N. NP'S itmt')I)" C3.u. SCmEC�vLE 87 P:P;. REQUIRED SIDENALK OR wf-IrxR D GR1PIPWO BR;I,. � .� PAILS : =11 MIN, P1F>S 0-90" 0.01) SCHED1JLw 40 PIPE SjF USE PATH, ). G ,0vr<d11:IN{.' �AFR _2'sr� ELEGiRODE IIR-TYPE I HANDRAIL jy� {^ �' tr11f . WOR USE ALONf3 STEPS) 4: NOTES POST MAY BE HOT ROLLED OR WELDED. DETAIL A / IS°' SQL,€(1 £'f .E1. t, THE CONTR.ATOR "HALL :SUB)AT DRAWINGS DETAILING ALL " . r.: SiMOOTFf R"tt)I`D ROD A'SF'F0S OF FAE€�€ICATION MD iNSTALE A f;fiPd OF RAtLf�z�. /4,• 8" GUARDRAIL INSTALLATION G#lratilall'O;�TIrsG rc1. -r�� 1racLu11�G>crds I�rar� �,T€1.tR (�°� Aa1 `rH N HOLES y;:r: y -T h.r.. » — SITES REQUIRING LONGER BF DESK{ N x ,EQ (.N j *� GRIPPING RAIL ICE TAI �.�cirtd�ER PRIOR .{� 1,a�}NtI ATicra, �Hc�p �a Alkir�l;� �HA� L SOIL CONDIBONS, z" `" ADS HO BOLTS (FOR USE ALQ. .•IG:_ SIDEVALKS AND RAMPSi £IE SaONED AI'1C;+ SEALED ° BY A PROFFESSIONAL E1`ICUINEEF, II GUARDRAIL POSTS HOLDR10 A VALID € ►CEN.SE TO PR{ACItCE fr,#130,1ERMO IN p v 1,f'1s1:: GRIPPING RAIL SHALL BE INSTALLED WHEN THE f,;wA oi—j)NEAL'TH OF, VIROINIxA, II THE $I[DEWAL4e OR RAMP GRADES ARE EOI)Ar 2, ALL RAILING COMPONENTS AND FA>TENERS SHALL BE GAL,VA€>€IZE.O I:14 II a EARTHFOUNDATION[ DETAIL TO OF, GRtA�`ER 71-1,44 5 PµRCENT. GR€PPING, AC"CORD,A£1C'E WITH THE GURRENT R€ AD AND BRIV31F 5F'E<CIf 1CA ;ONs;. NOTES: FAIL WILL BE INCITfE.NTAL. TO T8E COST OF TO ACI-VEVE A UNIFORM COATING ON ALL. su,r,,F bES Vo�Ti to AAI146 (POP USE WITH 's'"tPE 11.1 IliRXVNGS') a r � r 6"x8"xt'-2" a THE F:.AaL€hdt,�. GRo�IFdA,a,E f-i�L-i+.S FOR GAS s�A2'dl3ltdt;+ .fMA1.:,L< �E INt;L1sDE� ira `T>-IM 11 5/8"x10" BOLT � 1. ALL BOLTS, NUTS. WASHERS, AND OTHER SHOP ORsAW[Nri s$. TREATED PINE il II & NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. . AI,..L. FASTENERS MHAII, BE IN Af:wORDAldwrE, WITH A,TM A-307, iI RECYCLED w ASTNII A`:6,'3, AND ,ASTRi F,844, ALL ANCHOR Sit}L S !.-,HALL. FEE €rd 11 MATERIAL Ld 2• ALTERNATE TYPE POSTS AND BLOCKOUT MAY MAX V-0- .. s k MAX, C<-;j" � , E ROAD PLANb -A;wt;C�}fdDA,'NCE WfTH A.<:,S�H10 M314, C,iRADE M., II Z BE INTERCHANGED H ANY ONE PROJECT WITH 4 ." 1 C:, �, " y 311 s" FOR RETAINING 4. A CHCNIICAS, ANCHOR SYSTEli Fi<r)kl VDOT' APPROVER MATERIAL W6x8.5 OR THE RESTRICTION THAT THE SAME TYPE OF �r2.. '-0- NI"S F'7(y� y I; KET W6x9 POST AND BLOCKOUT MUST BE USED IN ANY 4f/g" OaC, 5r8+° $01.i0 P:iCI(ET ' WALL- CIE TAILS.: LTST MAY BE USED IN LIF.iJ +v1f CAST IN PLACE ANCHORS AA10 ,MALL ii SINGLE RUN OF GUARDRAIL. =� BE INCLUDED 04 THE SHOIP DRAWINGS, _ o� , .,.: m .. m.. II o . fir. PJ:STS SHALL BE MOERED To MATCH (aRA€)E OF RAMPS, .SID VAIK:S, II 3. FOR DETAILS OF GUARDRAIL ELEMENT SPLICE - --.� -�•--- f - T OPTIONAL NA HOLE { N,,,,,,, ,,,,,,,,, ,, w, c 0 TO L A$dCA STEPS, II TO FACILITATE JOIN HARDWARE, ETC. SEE SHEET NOS.501.01 1 GALVANIZING AND 501.D2. HM4DRNLS SHALL MATE H GRADE O RAMPS SOEWALYS; ANO GTEP�_ 4. DRIVE NAIL ON BOTH SIDES WITHIN 2" OF THE E l I ice:. ALL POSTS AND PICKETS S E c _ `*I 111 K�r� .��:ALe, a- .�Er PLUMB. it TOP OR BOTTOM OF BLOCKOUT AFTER 5/a" x 18 8, RAILING _$ jHAL,L BE GR?UNOED AND ZFFECTIVELY° BONDED, BOLT IS INSTALLED. I I 1 GRO IE D1110 MATERIALS INSTAL.€.ATI;QN TO BE IN Ar-CORC1ANCIE HOLES IN POSTS s B I ; E WITH ST'D, FE-6 � g � AND BRACKETS ` € TO BE Y4" DIA. d I ' I L:1, CSMMEROALLY AVAII.MLE PATL4,10 SYSTEMS Ifke BE USED W L, EU CRT POST STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL 221 236 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) 505 VIRGINIA DEPARTMENT OF TRANSPORTATION ASPHALT 1.5 TIMES EXISTING PAVEMENT MIN. 2" WEAR COURSE AND 4" BINDER COURSE Y8" HOLE- s/a• � -E 3 v —iii - lil—.III DIA. S I j-4"x 8"xi'-2" TREATED PINE BLOCK. 4" WIDE BLOCKOUT NOTES: 1. PAVEMENT CUTS SHALL BE STRAIGHT AND VERTICAL. 2. REMOVE TEMPORARY PATCH IF PRESENT. EXCAVATE COMPACTED BACKFILL AS REQUIRED TO INSTALL NEW BITUMINOUS ASPHALT. RE —COMPACT SURFACE OF BACKFILL PRIOR TO INSTALLATION OF PATCH. PAVEMENT TRENCHING AND REPAIR DETAIL No Scale »„» :.:::: «.:.. , ,.,,:..::. OF DESIGNMC; AND F'PA_R11CA1`1N THE RAIDNx. 00CUMEA#.£AnON TpoM ANC4P UFAf T1_12?Ef� VEFiFYihaO THAT Pl?OIEC7 tR.EOL1#} i9YNTS AdTE RRIL E PAN51C)N Ol1TS ATE r"1`• _:: % �SOLTS M T WITH T€_ RN iWG SYSTEM $NALL, €�E Submit 71O WITH TH. IsciEaiidAL7 NOT 1 1(t EEL'EDaG I 3" mew, i 5r65TALLARON DRAWINi,S AND FF'"r'R1�VFT:1 BY THE EN': VEER IN 30 IFF;ET. r ACCORDANCE" WfTH NOTE 1, 1\/DOT €'-3 FC ST - 2" MIN, NPS (2,375' Ct 0.) SCHED LE 80 PIPE TLC_ HAIIEIRAL 10 BE IaN A'UuI�RDA-ICE WITH THE LATEST EDITION. OF ROAD AND BRIDGE STANDARDS T{ETA14i)TlCJ fifL's_ RAltS : 2" MIN, NPS (2,375" 0,D,) SCHEDULE =d0 PIPE. I TFfE y�ef Ot1PRs UNIFORM >7AfE't�i'titm d�t3LLlf�ix CODE, EXP44SQI N .€1�'TNT PICK.ETG :: ,1" MIN, fWS 0,05" i',D,) S%HEDULE 40 PIPE �. U. THIS HAFNDRAAL 6 TO BE USED ONLY AS..>A PPGTEOT11.m FOR REVISION DATE SHEET 2 OF 2 I3Ft '� CAN, SOLID STEEL SA#€)'Oi1B z�GLtsVO R'if} T;iRE✓'€llivll30 PEDESTRIANS ANI) SHOULD NOT B PLACED IN ANY LOCAT3f 4 _ . _ ' _. 08/14 50t.05 I-IPe"1 T' PE i I ICYC� E RANI )I G E# EC TFODE WHERE IT WGHT B¢ SUBJECT TO ANY VEHICULAR iMPAC'T. FOR VEHIC1XAR PRCJTECTQN STANON-ID OUARDRAIL tHOULD WOP USE ALCINK, SHAREb t<iSE PATRSP BE. USED, SPEC:€FICATION A COPY OF THE ORIGINAL. SfnA ED AND S=Cs`NE,,D DRAINING eS ON FILE IN THE C'ENTFAL. OFFICE, VDOT R EE.F?EPdr:E STANH DARD ANDRAIL„., ROAD AI'1D ORIDOE :STANDARDS 105 METHOD 0E LO ATIN0 AND ERECTING ,238 F?EV€Slffd DATE 5I1I E? t OF € 504 VIROtVA DEP,APTNIENT OF TrRANSPORTAT€C+N ir11 6131,05 1.5" DIA. GALV. NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BOTH SIDES OF RAMP 3' 4" MIN JLUPE AS SHOWN IN PLAN MAX. 1:12 RAMP AND HANDRAIL DETAIL No Scale 114"SAGE Wf TH TURNS 2 x 4 CROS 2x4FRA 12' S 7 HINGE -1 .. A n A n n I Ir-/7 OUTSIDE GA TE VIEW J li P'AJ ILI\ YYI ILL L.7 INSIDE GA TE VIEW 12" MIN 1.5"DIA GALV. RAIL (TYP.) 2'-10" (TYP.) EXP. 12" MIN (TYP.) FINISHED 12" GRADE (TYP.) ° 1/8" WASH ° ` 1 I a 2'-10" 1/2" R (MAX.) --- 1'-4" FINISHED EXP.$.y ° 5" GRADE JOINT a CONCRETE #3 REBAR (12" O.C.) WASH 5" # 57 STONE a a f T.,4 4d (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3" NOTES: a 1'4" COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. D. THE 2000 INTERNATIONAL FIRE CODE. 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. STD. R1-1 NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING STRIPING AND SIGNAGE DETAIL No Scale SOLID WHITE LINE 24" (TYP.) 1-- 12 (VARIES) STOP BAR DETAIL NO SCALE n r L U C_.AJGVJ J. KO ARSKL = Lic. No. 04020,18507 F'' 10/10/2019i n M E CD O Q) V N Vi N O ¢ O > E uj °' E ¢ uu. 6 1 O a ¢ J V n J — In !1J ~ Cc::,, Q, W N N j < LL. ul >_ U j kD f- ¢ C Ln N N M M W —1 C:) IW- O S F- 0 W _JI V Z O V) > Z) O z _O d U Lu C) 0 zLu W Lij OUO� Z Z O O O Ov UO U U �s Q'T Qr-1 aaaLaa Q Q O O �� LyLyw Ql Ol dl C:1 6l . . . O O O O O wN N N N N \ \ \ \ \ Q O O O O N 'co- O\1 O O O O O *I DATE 7/10/20l 8 DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY C, KOTARSKI SCALE O/ V 1 z W 1a-+ z F—I Q 10� r Vn /1 H > W Q zW �{ J J I —I Q W >z w < V1 p VJ p W 0 2 u O T 1 z Z■^ V H J JOB NO. 40202 SHEET NO. C1.2 5 5 U C > a) 0 L 0 y V) 0 a n. T C f6 0 O N 0 0 0 c 0 N C Q 0 LD 0 STEEL CAP 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND POWDER COATED 3.5' x,(COLOR TO BE SELECTED BY OWNER) `PAVEMENT PATCH i 3.5' 2'-O" DIAMETER 3,000 PSI AIR -ENTRAINED CONC. FOOTING 2" MINIMUM CONCRETE BELOW STEEL PIPE I WATER M BOLLARD DETAIL No Scale REMAI"•',II#' G BACKFILL SHALL. NOT CONTAIN FIOC11:, •9ATI ?iAL i6"Mi`'1 r LARGER THAN 5" lid A -..\I°( I R' I'JMEN5ION `f 4"M lt''I ----iNTIAL SAC'KrILL R.,,Mltt (6" LIFTS) EMBEDMENT (6" COMPACTI --�: By' HAND OR APPROVEDSPRl1v a LINE '�`4 MECHANICAL TAMPER OF PIPE --- ----- j P1 # r' ,I(3, ,_S STIPNE -C -B�EDDI14G 6" ma _ r ,` '�" 1.1.111 i, Ft�IJ#'' OA TiOP (SHALL BE ! fr �. WHEN SCI :✓''fir', i:�:;`,', r ry, CCINDITIONS ARE UNSTABLE GOOD FOUNDATION RATION M1,ATERIAL ROCKY FOUNDATION MATERIAL I.NITIA,L BAt'KFILL BEDDING r."'l.,' a TON E k h SOIL STABLE a'u '.. SCRAPE A I" T;,r T .,r THE TRENCH. REMOVE l.L. ..., ...MuTa .. SrONE'S T'v INSURE -THE PIPE DOEESN'T ?{TEST {�N ROICK AND TI-il�1 COMPACT THE SOIL OR PROVIDE A. 4" BEDDING OF ¢;f B STC'NE, FOUNDATION IN POOR ��3EL UINDER-`--CUT CONDITION INITIAL 8ACKFil_L 1 ! �� • �' M1�a UNSTABLE i NOTE SC IL .- MI-J. I DA1ri. 4"4 i-Zt h68 STONE r'- •: t` ! A, AREAS a - ' ST '. Cr, '.---1, i _ - '' _ - a-v,C�RA1`,#1,7L AR FILL AS _.......�.�, '` 1, 0. PE CUTS IN PAVED ARE.AS V�IiF 4i•I EXit II<._ 1D0 #eI iI1 F 4tsFY SHALL BE _ * APPROVED BY Ai SA L•"3A�=€:I`"ILLED ENTIRELY IT P''J. 21A STONE, --- � r ti 2. FOR DUCTILE IRON PIPE THE BOOM TTTHE TRENCH SHALL E?E SCRAPI.E?="TaTA.B�L =,r�iL . ? €ra--/aTABLE SOIL OR P1D{ k;'� AND COMPACTED, AND ALL aTOt,,IF' REMOVED OR A 4" BEDDING OF PJJ. 68 STONE .SHALL BE PROVIDED 3. WHERE: R00j< IS FINC OUNTE€ ED P:PE '.3H LL. DE EI'T�TALLED ON A MINIMUM F>" 1O E� . BEDDING OF NO. f_S8 S r0Nw i ItIC) P rat_%S SHALL BE ALLOWED '1'I1-FI i1 "'4" `�F I_L!„ VdAI EFr LihiE= TYPICAL SEWER PIPE INYt IALLAT1(_,'jN 11N TRENC,.... ^'.ITS FIG. ._-3 SPECIFICATION CLAUSE co E E S300K POWERDRAIN - LOAD CLASS E EXPANSION JOINT TO PAVEMENT PER SEE NOTE 4 ENGINEER'S DETAILS DESIGN GENERAL a :s SEEN O 3 TE DOCUMENTS THE SURFACE DRAINAGE SYSTEM SHALL 6'" d POLYMER CONCRETE S30 CHANNEL SYSTEM I OK C E EM WITH DUCTILE IRON EDGE RAILS AS MANUFACTUREDBY d A POLYMER CO PRODUCTSINC MATERIALS 4 CHANNELS SHALL BE MANUFACTURED FROM Q POLYESTER RESIN POLYMER CONCRETE WITH AN d INTEGRALLY CAST -IN DUCTILE IRON EDGE RAIL MINIMUM PROPERTIES OF POLYMER CONCRETE WILL •p d BE AS FOLLOWS. / COMPRESSIVE STRENGTH STRENG 14,000 PSI 4 Q FLEXURAL STRENGTH 4,000 PSI TENSILE STRENGTH' 1,500 PS I WATER ABSORPTION: 0,07 a d FROST PROOF YES DILUTE ACID AND ALKALI RESISTANT YES Q d 11 6 7 SALT SPRAY TEST COMPLIANT YES 4 THE SYSTEM SHALL BE 72" (300mm) NOMINAL 1 Q INTERNAL WIDTH WITH A 14.2" (390mm) OVERALL 4 WIDTH AND A BUILT-IN SUOPE OF 0 5%. CHANNEL 12" ]300mm) d INVERT SHALL HAVE DEVELOPED "W SHAPE ALL d d Q CHANNELS SHALL BE INTERLOCKING WITH A 4 d MALE7FEMALE JOINT 4 THE COMPLETE DRAINAGE SYSTEM SHALL BE BY AGO POLYMER PRODUCTS INC. ANY DEVIATION OR � ' PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES YYY PROVIDED BY AGO POLYMER PRODUCTS, INC --1 12" (300mm) I-.-- -+-I 12" [300rnm] �-.- NOTES. CHANNEL SHALL WITHSTAND LOADING TO PROPER i IT 15 NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE ENGINEERING ADVICE MAYBE REQUIRED. SHALL BE APPROPRIATE 70 MEET THE SYSTEM LOAD 2 MINIMUM CONCRETE STRENGTH OF 4,000 P51 IS RECOMMENDED CONCRETE SHOULD BE VIBRATED TO ELIMINATE CLASS SPECIFIED AND INTENDED APPLICATION. AIR POCKETS. - - GRATES SHALL ah SECURED USING POWERLOK' 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL BOLTLESS LOCKING SYSTLEM CHANNEL AND GRATE AN ONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED D C S G G OU a _ SHALL BE CERTIFIED TO PMEET THE SPECIFIED 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 11W [3mm] ABOVE THE TOP OF THE CHANNEL EDGE 1433 LOAD CLASS THE SYYSTEM SHALL BE INSTALLED 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO IN ACCORDANCE WITH THE MANUFACTURER'S DETERMINE PROPER LOAD CLASS. INSTRUCTIONS AND RECOMMENDATIONS ' 6 REFER TO AC LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS SK3-E-ECP S300K - POWERDRAIN - LOAD CLASS: E ACO Polymer Products, Inc" Exposed Concrete Pavement 825 UJ. Beech a(t Sf 9470 Pinecone IDr 4271 Pleasant Rd L Casa Grande. AZ 85122 A h antor OH-M140160 Port Min 97 ,C S 2 U8 INSTALLATION DRAWING - ACO DRAIN TO 520-421-9988 T t' -7'• a 440-639 230 Tel 440-639-7230 DATE:08125/15 Fax 520421-9899 Fax. 440-639-7235 Fax: 803.802-1063 Arizona Tel: 888-490-9552 e-mail: salesaa acousa-com Ohio Tel: 800-543-4764 www.acousa.Com South Carolina Tel 800-543-4764 tttJIMAIINtU LJUINI [-II IINLiS LVE BOX TO METER BOX (SEE FIG. W-6 THRU W-7E). COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x411 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-13C TD---1 2 w .� u _ �. . P''lC3 ROCKS LARGER THAi'i F" IN AhJY DIMENSION SHALL BE ALLt:_)1aVED ABOVE 'HE INITIAL BAC'KFILL. ED AND C'OMPA_ED IN STHE IWTIAL. BACKFILL SHALL FI PLA( t. 4, NO ORGANIC ?;R FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN AL.L,. CASES. CUC T 'ILE IRON srJ',TR PIPS INSTALLATION -IfCI`I BEDDING NTS Fit; tat- 2 JB ALL �LJ-; s:,, ' 0 j- j I t ' 45' ,. MIN 14, SECTION I --I 45' fi1E3 x 2 L. r - " 0 1` '• fTi4 PLUG [ 1 I ( [ r , FfJ OR ----- 4' YE FITTINGS - - WDEN TRENCH - TO ------- -- r.t ACCONOvIODATE.i' L�R IF RE:' P.E.!OUIRED, ! BEDIDING AS REQUIRED SECTION 2-2 - --- -- ---- PIPE DEGRITE REND DIMENS10P15 i L.© I TEE AND PLUGS VOL 3 517,^ CIF F {FEET] C3J, YD, i (�E T) GJ, YD. I BEND L H I T- L T I 90 2.50 2.50 1 .3.01 0.24 1 I 4., $E F., ri'J 2.00 2.Zc Z.faQ O.iS € r I 22 1/2 1.50 '3.00 2.52 0.10 12. iQ 50 2.25 12-aV 0.15 11 1/4 1.50 2.00 1 2.50 0.10 j 9+U r 3.FJJ .>.1- b 13.21 0.4$ c Sr, E 22 1/2 166 2.16 21169 0,13 ! 3,16 ?.31 2-66 0.32 11 1/4 1,6E, n,16 2.67 0,13 I f 9:7 4.33 3.83 € 3.42 0.83 € 1fU 12' 45 3..3T 5.`3G 2.35 11.4.= 3,83 3 4.t00 12.833 0.52 s 22 1/2 2.33 2.5E 12,0r' 0._:4 ; 1 1 i J4 1 . .83 'Z.53 12.3%i i" J.. r3 i 1. THRUST BLOCKS ARE RrCAJIRED WHENEVER THE PIPELPiF : CHANGES DIRECTION, 0-1ANGE:� SIZE, DEAF) ENDS AND AT VALVES. 2. USE 2500 P S.!- CONCRETE. 3, NO C-ONCRETE- SHALL BE PQU; Eli %I ANY FART OF THE JOINT. 4. THE CON5U;-TING ENGINEER SHALL dE RESPONSIBLE TO THE 1E•RIFY THE TYPE &_ SIZE OF ALL THRUST BLOCKS, 1C`0NCRfE THRL)ST BLOCKS N T `.i FIG. ACO DRAIN ACO DRAIN PowerDrain - S300K iron edged channels One meter channel Half meter channel tl'1 _---� --- wTop `J w •. ht. Uestt t1EN ... •- P.at3.f4n:19.69'05mter SK-p eaRi-33371roA6901 1.C.1&.8ets- 1�4iQ§i0l'. :...' kes2c8t 5;adoKa"c::�A.. ,937G,il 9e YM86 37b:.:3e.2 49 .ibnt8d T..:>. K31 c e < v T 1m 1201 305 1400 SK329 S!o^zd rham:ti 3937' Im) 9029 175^ S a .. O d lim :e1.39 3 1 1 69001 " ! 6 445 1183 _ .wQ ISK32 Slc UIm,n0,.i9.3Y Qmi 69W2 i210 310 341.3 SK330 Sic• charsd�39,37'I3enPe 69030 17.7Z 319. p%d red 420 6 _ i °K33Slo PvU :el 3937' I nI 603 12.40 315 142.8 fiK3-030 Cnstant depth K-1 -39.37"I1mW 69046 17.72 450 179.6 - .. .. .... .5K3 +S o[.zRcharea[•30,3P I3sN 69W3 12 GO 320 143.1 6K30393 Ca,staut JrW 0mmet-19.69'(0.5mt 69048 17.72 450 10,9 10. 76" 1375 mrtl) * 4M k i SK35 SlcPed charnel - 39 37' ilmP 69005 1280 325 1454 SO 31 S-d Narnei N 3T U col 69031 1793 455 380 9 0109 16.73"l4251nmI ep,,,a ;SK3&Slnpsarbumsl%39.3Y Ond 69006 tY.91 3:10 I45.9 SK3328iapeJ ct:mxlef�3937"[1tro 6903Y i2.12 460 38?.4 9 _ 1870'(475min) SK37 Sloped ehaerel 39 V'inrs pal 19.37'(im: 69033 38.31 f6., (A3.1 r® 5d4: %%i •<ti, 69007 13.19 33v 1f8.2 SNi.33 Sb charnel.. . i 20 67" (525 mm1 �'I 1 !i ^' SK3zS31oPzdshalmei-39:3T t3sa 69W8 13.N 3411 tA9.5 SK3-34 a!Pyed,tkxr,a' a9,3ra0 69034 M64 am 185.0 61'IaaS rv-e lo'Y IWa;r,.l :aye 'p: I, •1 ! I' 'SN.}951eped ,:hannel 30.3]'iims 69009 1358 395 ]Si,9 SK335 Sipdchaarri 3937'ilmC% 69035 18;0 475 7865 H I ' f J. •� c OSIe rp rf ` SN33 d:elsal-34,37'tlt� l3.Yd 350 1333 .7 -----. Ped 69020 SK335 Sip ,.aIxC43437'iiml 36 iaA4 r peS 699 48p 167 L u� :SK3-010 Constant depth chalmel-39.3T umµ' 69042 13.78 350 152.3 SK137 S;eped cha,vrtl 3937'(Im) 69037 190 485 tool . _.'136>mnV L4 6.;n,tm rao -• ? 4�'urz Yano SK3'9103 GWlMAnk depth ehmmN+k9-69-(9Smp' 69048 13.78 350 932 51(j3$S!eccWcU:trnx1�39,3Y tL,d 5903$ 19.29 13i 39G.5 17 'ns:•+nI 'SK3-71 S!ep dN .I 9 7' m 1 1398 355 153G K 39 Si e th re l 93%"lrnl 9 1'4 3 3 Il , 6901 S 3 pP 0 a e 3 ! 6903 J 9 495 191 '3 h t _ D Y.SL SIOPW JaIxJ.39,37'l3ta 69912 14.17 30 39.17,LmW bs99t64 W i932 j; ASK}l3 Sleped cham9-3937"Ilm, 69013 14.37 365 156.a SK3-040 Constant depth channel -39.37"(3mF• 69048 19.69 500 193.2 I �c '�,,t i � ; ;_,UTk51Pksxt d:alu:et-39;3Y E1tnk 69014 34..,7 31A 151.7 SK34493 Cmntaat da)>ta tgalxl4t-19,59`14.&Oro 69p54 39•09 500 109A � �'§as%M '."€�,.:�� SK31551cPed rllmnel 3937'l1.0 69015 1476 375 149E 5fJ:4:N1sWe"�:•s b=,nlwi05,n(:' 69053 374,1 950 AA p •SKblb Slcp 30,aneei-34.37°0m1 69016 1446 MO 1E.5 ww3 "DOLzca0: 1_i,-I0.5YIb5,0 690" 41pi51 14a S m {��7r W�+ --- I 4saa t�:•x ISN 317:1epetl ch3xel-.39.31'(1m) 69017 15.76 38i 1,1.9 Ses,es uCO GPua,a(UaYx nser 99902 100 Knockouts included On every 5711 Channel \ p!„ k3.I8 $Iow+acf,mn:A a9,3Yfin:t 5901$ 1535 3'30 1532 FO13 st gyl„6,-uoy 91+3g63J basal; warn 12 %!!¢y 'SN319 Slcpedrham;i 3937'(1mi 69OL9 1555 395 1646 SX3 �a:el llwas,d end cap 96827 1969 600 25 tSK}'G09lblxr3chalx:ei 3?,37't3mG3 ow?fo 0.76 0,) i*».II aK3 d:ame:hst.,eex:n acvrt,s 97475 4.9 Type 90301n-line catch baSbt :SK3.020Constantdepthcham,el-39.37"(lmy' 690414 15.75 400 166-0 Gde,crm:sval:ail 01318 03 ^t-..a^.=, Y%ao, 16K3-9263 i'.wsiyR6 chamret-1959'EOS,n11? 690417 36,75 A00 91.0 .. � SK3 uucde i'ct, slcflcea r:xe OY448 - 509 charu:zt393Tf1m1 69021 15134 4C6 1673 vt3,Gcu1, rm lagiMErW ALA grale"s 98833 fi4A ...................SK3125:cpp3ch31ael-, .31'tt<ni osio' 16.14 410 Iaa.7 " :J(3 shc.Meeun Shaft 99592 93.2 _ - ! ssmy aq i5K3 Y#Sc4„<S Chvx��-,9.3Yf1rV} 69(/23 L6.31 475 t70.S 5K32b 5hta:rl du:rv0-59,37fiek 69021 16.54 429 01.4 i i�"°'3 ISK}25 Slcped rhanral 3937•I1m0 69025 Iv 7:4 425 ]]27 5�y� 7'°a= SK}26 SWpedepalx:el 39.37'116 69026 15.:13 430 1laL _ ... ... . - 'v2r SK32751c' harifel-393]'(imi 69027 L - -- ' was A e : Q F H Q � M '"a� Notes R n offers k k ut teaV:re. "round N 1. as charnel o fe s bottom Inc o 6 8 8 2" from coal - L er for female covert llxt Scorn 0 1 e In• - nhr 2. ry Is shown are mate End, depth scb ( +err (sue t neutral chvtmels e e rt wd be score as male invert) Q P T r p p r!) G ' I 0 L, Toaatwa8 channel depth, , add Total Gapactty=15.59 gallons 20mm 0.19') to xrvert de V tll 3 Catch basin assembly Includes grate, polymer concrete top Vash bucket and plastic base n eb 4. h rate polymer concrete to deep Vaso bucket r '• w' Catch. assembly includes er cone 0 lastic riser and IasUc base Nine: Tbcs arc he •e P.ax - m !y a, p� p p p e pIL rates at Ere rot I ff n d Dotter Type 904D in -line catch basin 5. See 12" widN ducUie Icon grate sneuficat:on info for grate Jetmis. NOT ch,nnal lFry as 'Couch - tya`g A Bottom outlet- SK300 6" round 11.81' 421 0,94 A 8otto113 Outlet- SK3:044 S round 19.69° 544 1.21 B Bottom outlet -SK300 round 8 ' nd u 11. 81' 74 8 1 1 .6 B Bottom 4'J1fet- SKaM 8' round 19.69" 966 Z O C End outlet -SK300 6" round 11.81' 364 0.81 C End outlet-W34p 4Yf09rd 19.FiT 500 1.11 End outlet- SK330 8" no 13.78" 681 1.52 D Endoutlei•SK340 81lound i9.6T 863 1,92 E End outlet-SK320 0' round 15.75' 1116 2.49 E End outlet -5K340 IV round 19.15T 1304 2.91 F Type SK3903D 4' round 29.80" 287 0.64 G Type %39013 4' round 36.29" 319 071 H Type SK3-903D 4" round 28.22' 279 0.62 1 Type $iiMCQD 6' 10 rid 36,2T 707 1.57 1 Type SK3903D 4- round 28.37" 280 0.62 K Type SK3 D -4'raund 34.87" 312 0,70 L Type J p "r 6 round 29.15 626 1 .40 s M Type SK390.,0 4" round 2$„5T 281 0.63 H Type SK3903D 6" round 36.28" 707 I.57 O Type SK3,= 4° rowtd 35.72" 316 0;74 P Type SK3-903D 6" round 35.72' 701 1.56 Q Type SK3.903D 81fpund 36,28' t237 2.76 R Type SK3903D 6" round 34.78" 690 1.54 s Type SK3.9030 4° round 27.65 276 961 T Type SK3 903D 4" round 34.36 310 0,69 basin Bon 13:es ate .1,,out Notes: t .. Vash bucFN using tram Inrke:«duces P.ow. 1 Rlxr ras be cut dow m 1" E25irur.) .ncr_men[s C• �., ." W9 E: 2 h,a.!un m "axIp' m ludlr n c. - c & s 278 3 add 12' (300n h all neighs d 6 riser. 4 0191et I- rates .,if be h:gner due to moaa;ed deptn c Urct AW Sofas Once rer muse End Cap C 20-I- ACO, line. U!l,Northeast Sales Office West Sales OfN¢e 5aatheast 5e1es Office F.H.. us on SPEC /.« S25 W. Bee •t21 t PleasantRead03d 9470 Rnecone Or chcrattl St. Fo rt Mdl C 297 Writer, 4 � Casa Grande AZ S15122 o t S OS %�n Rwrn rr o.OH4 C6C , Toil free (90) 544764 T. 8' or ' tel: 144W 539-723U Ter; 1520) 421-998:8 Hemonlc contact: MR Scn 4o Ppes T.3 free, (8600) 5434764 Tall Free: (888) 49r(A552 Fa> (803) 802.1063 ,nfogACCOram us C g. a _j -! F.(440) 639-7235 Fax. (520) 421-98i99 ww ACOD,a:n us . 2Y 132mn1 e•w•a ems ccl.ic .var:u<rn:."ra asarT,n"re:n: mam,<, m•a�.ke, ey,r,>,K • ,s rduzn.!epva meurctl:W:AO,e,yn[xY Yiskrcc,arva:ti•,.,e•.4:a,ubda,GrvAuxe•,r•aDa,T,:L sa,.h otp .w!1t,e l,s om„re >1tl 0.. April 2018 April 2018' CORRUGATED BELL FOR GRAVITY APPLICATIONS PART PART NAME MATERIALS 1 HUB ADAPTOR PVC SDR 26 ASTM D3034 2 SECURING CLAMP" BAND SS #301 SCREW SS #305 HOUSING SS #301 3 RUBBER SLEEVE (AVAILABLE IN NITRILE AND EPDM BY SPECIAL ORDER) ASTMF477 3A UPPER SEGMENT** 3B LOWER SEGMENT*** 4 (NOT SHOWN) PIPE MANUFACTURER TO SUPPLY VALLEY GASKET ' OPTIONAL: #316 STAINLESS STEEL BAND, SCREW AND HOUSING INSEFtTA TEE SIDE HOLE DIAMETER DISTANCE BETWEEN 4AAND 4B WILL VARY BY PRODUCT TYPE 4" min) %Z ` WILL NOT APPEAR ON RUBBER SLEEVES FOR CONCRETE OR (100 4 (114 min) CLAY PIPE 6" (150 mm) 6 %2" (165 mm) 8" (200 mm) 8 1/4" (222 mm) 10" (250 mm) 10 %3" (276 mm) 12" (300 mm) 12 %' (327 mm) 15" (375 mm) 15 tY116" (402 mm) 18" (450 mm) 19 Y16" (503 mm) 21" (525 mm) 22 9/16" (573 mm) 24" (600 min) 25 %6" (643 mm) 27" (675 mm) 28Y2' (724 mm) 30" (750 mm) 321V3Z' (826 min) NOTE. RECOMMENDED METHOD OF CUTTING HOLE IS WITH HOLE SAW FOR PVC AND OTHER PLASTICS, AND DIAMOND BIT FOR CONCRETES, CLAY, FRP AND D.I. (SEE INSTALLATION INSTRUCTIONS. HOLE SAWS ARE AVAILABLE FOR PURCHASE OR RENT.) CORRUGATED BELL FOR GRAVITY APPLICATION SPECIFICATIONS INSERTA TEE I PO BOX 714 CORNELIUS, OR 97116 SCALE: NTS it415 PRINT DI.SG1.05E5SUBaECr MAirER IN �V,mCR:N5ERTA-t EE:NSPRGPru1R rV :t.HT:3 THERECEIPTORPOSSE OUESNOIC4 R. CERSET Of PH:(503) 357-2110 FAX.(503) 359-5417 DATE: 9/12/2013 ALit,' FORT TIPRINI RAriY EUOF REAR DUCnG 0FTrfl PRRTHOR PN'f oN RE SALES INS ERTATEE.GOM UFA TN mmaG TICN CONTAuiiaD frEm N. OR -LE HEREF Oki. E ANY ARTICLER-LE FOR THE :RrORAATION0 GTH RS i HER'-JN,ORl.MNUfPT BY FOR61nDEN EXGEPi BY SPECIFICYVRIREN PEM115510N GRQM DRAWN BY: KLJ NSERT00TMER515 FRon,Iw^ERrarEE EGA 1A PC 0 o lis U' NOTE: HYDRANT MUST BE E110PPED VATH CHARLOTTESS-- VIl-LE THREADS 'MHICH IS THE LOCAL aTAI DARO II. .-"".. LENGTH OF BRANCH VAR!ES ` !vIIPi " 2' TO "10' J V Lt ,. Q 1 '!; BOX #68 STONE d: 42 full"I •e' . € E U?'SE i k t VALVE. X S^ /; • TEE 2500 P.S.I. CONCRET€- A''f t 'Et S l" _ l ra BASE AND THRUST BLOCK AGAIN UNDISTURK-0 STABLE >, %`�l !, SCiI L. STEEL PILE-.___ •+m ��j� RESTRAI?JED JOINT 'ITIINGS 1i THE SOIL IS .06TuRBED OR `VvHEPa A HYDRANT IS LOCATED ]IN A FILL, IN ADDITION TO ?UUR3AJG i:ONCRETL, A ,,TEEL PILL :,HALL BE USE{i A`._i Ai)[)ITIONAL SUPP+OR'' t-,I OTE 1. SURROUND WEEEP HOLES WITH GRAVEL AIND KEEP FREE CF CotICR£TE, 2. MA1tffAIN A 3 1/2' MIDI. COVER FRCS^A THE. MAIN TO TFIE FIRE HYDRAf`,JT ( INCLUDING DITCHES ) a. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VAi VE BOX, r•- „ - r 4. !HE GATE: VA_'A1s ALLOWED IN ,3Iu1-ILnL.R � 1R .SEriIN!D �rriL nl r._t+. IT 1.,C DJ .,I A€.LC.VvED IN TI1L Uis{.i.. 5. rRE HYDRANTS SHALL BE, ihr ALLEU ATLOCATIONS AH£Rrc WEEP HOLES ARE A{dO THE PREVAILING GROUNDWATER ELEVATION. IF tREtO°UIPEO TO BE IN Yd T AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL IIm PUMPED DRY. TYFJICAL. FIRE HYDRANT ASSEMBLY DETAIL N. T.S. Flf-i- 4W 4 4 d" MIN � J6` 18' dditd ( 31 IL; 41hGJT LO^ttr„ ASSEMBLY r2" MIN. t -BYPASS NOTES: 1, PROVIDE A 6" T1 iCK G RA BL.C+ BENEATH THE METEF? VAI.JL'f. 2. MINIMUM WALL THil-_3,NESS FOR PRECAST OR POOR'--iN--PLA.CE VAULTS SHALL BE 4", 4t•11d.M WALL THICKNESS C R VAULTS CONSTRUCTED s" �Ar r (rR� 1L_aK SHALL kLa - .3. THE OUTSIDE OF THE VAULT BELOW GRADE SI-IALL BE COATED WITH AN APPROVED WATER PROOFING C:0I`vIPOUND. TYPICAL N ETER VAULT "I 1/2 METER), NTS F I'G, W--7>3 2016 ROAD & BRIDGE STANDARDS FOR DETAILS OF SAFETY GRATE SEE ST'D. EG-1 a DOWEL HOLES B S REQUIRED PLAN EG-1 PC -ENERGY DISSIPATOR (WITHOUT GRATE) EG-1A PC -ENERGY DISSIPATOR (WITH GRATE) DOWEL HOLE S REQUIRED 3-#3 BARS 4 12" C-C MAX. SECTION A -A ' - 121' c-c ISOMETRIC VIEW 1. CONCRETE STRENGTH 4000 PSI MiNIMUM. 2. REINFORCING SHALL CONFORM TO AS.T.M. A615, GRADE 40. 3. ALL UNITS SHALL BE FOR A 211 SLOPE UNLESS SPECIAL ORDERED. 4. DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT CONCRETE. 5. DIMENSIONS SHOWN FOR CONCRETE THICKNESS ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. 3,_ou .IRS 12" C-C SECTION B-B XVD Tr SPECIFICATION ROAD AND BRIDGE STANDARDS PRECAST ENERGY DISSIPATOR REFERENCE SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 105 111.02 2016 ROAD & BRIDGE STANDARDS - PLACE `' 1=ALVAiNIZED " WITNESS " POST WITH i CAPPz 0 ENDS PAINTED BLUE IN REMOTE AREAS 'a 3" tC:rT€ChMAY BE y_BJECT�C 1 TO HICiWY DEPARTIAENT APPROVAL. € FINISHED GRADE s? = ` �ADJLfSTABLE VALVE BO 'S"!,' LID Z t `a a Z 'cta � 1 1 �--- M.,-!. GATE VALVE WATER gCI ! h ( rI I-P. Lml .+JCi >✓. S. I. � s C:C1P3C:I � r§' �'\ --- 2"r. 2' DEt:RI1JG AREA. THRUST EILC,CK ! �' i I j ° b NOTE IN RPIAOTE AREAS, VALVE BOXES SHALL EXTEND S€a; (6) INCHES ABOVE GRADE. TYPICAL GATE ly ALVF N TG. FIG, Jd-5 METER StZ£ LII iE"dCION DIMENSION DItlf`�_ lS#CIP< C, 1 112, 3'1" 21 ,01 3 j _ r�iF 4 <; � tPl, 1 . S, I EATER, . €Hr""lid 4° ' -7 F'm Y S [. .. - Tr^ - ITJE V 'W B - 5, _ t 1 �. 1 rra Ak ar E DRILLED _ LI LD 'M E FOR TaICH READ TOP VIEW! 3" DIAMETER FLA BEARING SiJRFACE UNUERNE A TH 24* X 3a" ALURINUM ACCESS HATEH TYPICAL AL-_ METER VAULT .T N,T..,, 11G, W - 7 A TD-14 2016 ROAD & BRIDGE STANDARDS PG-5 p� Y11f11J INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED. 6X6-w2.1XW2.1 SLOPES VARIABLE WELDED WIRE FABRIC AS SHOWN ON WHERE REQUIRED TYPICAL SECTION *4" OR 6" AS PLANS SHOWN SHOWN ON TABLE ON W x_ EEP HOLES ?, 0 3" DIA a 8' C-C D i ,y AL r A3 CONCRETE iCLASS HALF -SECTION NON -REINFORCED. HALF -SECTION W. W. F. REINFORCEMENT SECTION A -A CONCRETE TO BE CLASS A3 EXPANSION JOINT DOWELS SPACING 90' MAXIMUM F-,- A DIRECTION OF FLOW " 9" I I I SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL CONC. THICK D W NESS 1 1' 1 2' 1 3' 1 4' 1 5' 1 6' 1 7' 1 8' 1 9' 1 10' 1:1 SIDE SLOPES 1' 0. 0.536 0.648 0.759 0.870 0.981 1.092 1.203 1.314 1.425 2' 0. 0.851 0.962 1 7 .0 3 i.i 4 8 1.2 95 1.406 1.517 1.629 1.740 4„ 3' 1.05 1.165 7.276 1.387 1.496 1.609 1.721 1.832 1.943 2.054 4' 1.368 1.479 1.590 1.702 1.813 1.924 2.035 2.146 2.257 2.368 5' 1.6 82 1.794 1.905 .0 6 2 1 .1 7 2 2 2.238 2.349 2.460 2.571 2.682 6' 1.997 2.108 2.219 2.330 2.441 2.552 2.663 2.774 2.886 2.997 6„ 7' 23.11 2.422 2.533 2,644 2.755 2.866 2.977 3.089 3.200 3.311 8' 2.625 2.736 2.848 2,959 3.070 3.181 3,292 3.403 3.514 3.625 9' 2.940 3.051 3.162 3,273 3.384 3.495 3.606 3.717 3.828 3.939 10' 3.254 1 3.365 1 3.476 1 3.587 1 3.698 13.80913.920 1 4.032 4.143 4.254 1.511 SIDE SLOPES 1' 42 0.623 0.734 0.845 0.956 1.067 1.178 1.290 1.401 1.512 4„ 2' 91 1.023 1.135 1.246 1.357 1.468 1.579 1.690 1.801 1.912 3' 1.424 1.535 1.646 1.757 1,869 1.980 2.091 2.202 2.313 4' 1.714 1.825 1.936 2.047 2.158 2.269 2.380 2.491 2.602 2.714 5' 2.114 2.225 2.336 2.448 2.559 2,670 2,781 2.892 3.003 3.114 6' 2,515 2.626 2.737 2.848 2.959 3.070 3.181 3.293 3.404 3.515 6" 7' 2.915 3.027 3.138 3.249 3.360 3.471 3.582 3.893 3.804 3.915 8' 3"316 3.4.7 3.538 3.649 3.760 3.872 3.983 4.094 4.205 4.316 9' 1 3.717 1 3.828 1 3.939 1 4.050 1 4.161 14.272 14.383 14.494 14.606 4.717 10' 1 4.117 1 4.228 14.340 1 4.451 1 4.562 14.673 14.784 14.895 1 5.006 5.117 2:1 SIDE SLOPES 11 8 0.719 10.8301 0.941 1.052 1 1.164 1.275 1.386 1.497 1.608 2' 5 1.216 1.327 1.438 1.549 1.660 1.772 1.883 1.994 2.105 4„1 3' 1.713 1.824 1.935 2,046 2.157 2.268 2.380 2.491 2.602 4' 1 2.099 2.210 2.321 2.432 2.543 2.654 2.765 2.876 2.988 3.099 5' 2.596 2.707 2.818 2.929 3.040 3.151 3.262 3.373 3.485 3.596 6' 3,093 3.204 3.315 3.426 3.537 3.648 3.759 3.870 3.981 4.093 61, 7' 3.589 3.701 3.812 3.923 4.034 4.145 4.256 4.367 4.478 4.589 8' 4.086 4,197 4.309 4.420 4 31 4.642 4.753 4.864 4.975 5.086 9' 4'583 4.694 4.805 4.917 5.026 5.139 5.250 5.361 5.472 5.583 10' 5.0801 5.191 1 5.302 5.413 5.525 15.636 15.747 1 5.858 1 5.968 1 6.080 NOTES: (-�DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS. A WEEP HOLES ARE TO BE PROVIDED ON ALL CHANNELS WHERE W IS EQUAL TO OR GREATER THAN 4' MD D IS EQUAL TO OR GREATER THAN 2'. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH, I/4' MESH OR GALVANIZED STEEL WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE ,I BOTTOM OF THE CHANNEL. CURTAIN WALL TO BE LOCATED #4 X 18" DOWELS AT THE BEGINING AND END OF ALL SMOOTH BARS Q CHANNELS AND ON THE LOWER 12" C-C LOCATED END OF EACH EXPANSION JOINT. AT ALL JOINTS ELEVATION ��/De�j- SPECIFICATION STANDARD PAVED DITCHES REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 502 109.04 2016 ROAD & BRIDGE STANDARDS OP woo t C-RAJGW J. KOTAR K1 Lir_ No, 04020218507 .10/10/2-01q "fi417 !OndAL � v M E O O Cr V N N � > E Q E W = 4J LL U. O �O v^i aJUw z LU 1-4 -+ - Ui > O N _O (D W N Q ro U 3: 0 U aLU (� C x N Q) z z z V) � ID 2VQLLn O Z. F- `n LLI W W OUO V) L_M W Ucu �� c) U U O OO J CD LU 3 v� �4WaCL4W, Q Zt Ul C) Q Q V) (n V) > > j LLJ LLJ LLJ O Q� ci� ~ 0 rnrnrnrnrn W > .... 0 0 0 0 . 0 LU LU N \ r N \ N \ N \ N \ V t< N O ^+oM*+ O O O O <C z l\O O O O (-3-) O -4 O DATE 1-i 1--1 > 711012018 O DRAWN BY J. SHOWALTER DESIGNED BY J. SHOWALTER CHECKED BY ® C. KOTARSKI SCALE ® 17J = 20' V l z LU r < H z > Uj v, > Q z w _I H J I --I V) W W Q Cn O UI) _j W Q 0 U O = z V H J JOB NO. 40202 SHEET NO. C1.3 -10 -0 "oe Av\GE OF wA rER APRIL, 11. 2019 X- -0 -7 77 'ClTYOFCVARL07 'ESVILL-E'Al)�FNIA D.B, 4462-j!5G,402 0000' rD X� 348 WPOB ER ROD FOUND g. of 100- YEAR 7`� o F��g PLAIN oO woo=!! 49 `Ag'�,349 �' — ZONE TAL a N 8�HVACLINES 0 0 0,4 L 6- PVC ROOF DRAHV W�w W40M (242 SQ FT) INTO GROUND, COLLECTION PIPE 8.2'HIGH 0010, j 8" I -BEAM SUPPORT I STORYBRICK FOR AIR HANDLERS 24,0' BUILDING . . .... ... .... . .... ..... - - - - - - - - - CONC, PAD immsw, '8�aw 4VALL--j. I � (W) CONC, WALL 8'1-BEAM COLUMN ON f.2XI.2'CONC PAD SD MANHOLE (TYP) r TOP=408,39' INV, IN= 403,29'30- RCP INV OUT= 404.59'12'CMP INVBOTTOM 12'CAfP=403.14' CRITICAL SLOPES P ----------------------------------------- COUNTY GIS 400 BRICK& ---------- CINDER BLOCK -AiOBILE HOME GARAGE ------------------- (5,031 SQFT) (468 SQ. FT) 20'HIGH A -------------------- . . . . . . . . . . . . .... ------------- woop BL 00K ------------------- WALL L---- -001-0 fop- -mg ThIP., 77-9A I it ASTEC PARTNERSHIP AS:. D,& 1369 PG. 427 0- 66.2' Ole lol/ 0 ? X I:::� VARIABLE WIDTH VEPCO EASE MEN T ---D.B. 1432PG, 13 -�I 00 z Ill w 10 gI cl) I .... . . . . .. f J 8'BOARD FENCE -J, VAM 84?EAK 1pu qm4rs I NI F30NE 5 'z- -7 A Rb. LOCATIONOF S;TS MAINTENANCi�,SIGN 'E ASPH APPROX LOC RODIF —1-- 9 of CIL VEPCOEASEMENT D.B. 424 PG� 4341 CRITICAL SLOPES PER rnHKITV IQ it APPROX, DING AP-41,7NW APPROX " Icl TMP., 77-9A LOCATION ASTEC PARTNERSHI EASEAIE D.8, 1369 PG, 427 ANGLE IRON "v mwaiwm FOUND 15.22' W/O" WAIMI NNW wom mmo '380- 12" FROM CIL ROAD -Ex. a Now* INMW Nown- jewm wimm Boom. �or �1�i -7 AA )N G U -7:- �Z__ z w R(T / '—L � -.7' -: �r .� -- u (,�TATEIRTEill w t T- o owm I sum IZ W Ali 107- 14' -(Yl -U) 11 ......... ASEMENT . . . . . . . . . . . . .... -.11 30'ACCESS E TO CITY OF a"" CHARLOTTESVILLE r I z 46 AIM D.B, 4462 PG� 575 - E 0 lu Lu > u 6; M 41 LL. 0 L-1 -c LU %J M _4 a, Lu -5- < ' '-) (m, a- Lu gi — Lri C"- > Cc, orN, 'L 0 c7i x (v > Lri 0 q% 4� 9v 00 —j C) Lu Lf; 0 0 F- LU Lu m u 0 V) 0 z 0 u U) LLJ Lj L-f) > Lu it Rj Z) Z) g (D C) ct� ct� ck� c� Lu cl� Lu cl� LQ Q� 0) " 0) -1 0) " 0) 14 0) " I LLI C) �Zl Qz) C) Q) cz) < ' "I 10- " Q) 0) c� Q) I Q� ' C) DATE 711012018 DRAWN BY 1. SHOWALTER DESIGNED BY 1. SHOWALTER CHECKED BY C. KOTARSKI! SCALE 1" = 20' ui ue) 0 Z 1-� P-4 > C) 0 P-4 > U Lu Ln Lu r (D Lr) 0 0 I U u') 1--q x Lu T. (D 1--q .j IOB NO. 40202 SHE= C )o 2. :3 L) V 0 V) 0 U) z 0 E m 1. 0 D D 5 2 0-0) a) c ca X a) 0 a) t5 2 c 0 E cu 0 0 cu 6-0 0 c� 2 2 0 ASTEC PARTNERSHIP 'fl c 1), B. 1,369 PC. 42,E °t t `� ��` w .,.. _.. �,. EDGE" OF WA TER , a BUFFER o APR{L 11, 2019 100-YEAR-fl.009 PLAIN " LT11 Q , l 5r�! Q C"G 1. xarAR9Kr Lic. No< 040204850/ :�.::::::::.::::::;;;;:::;:::::::,;:::.:::;::::::;;::,;>::;r:::>:::;;;;:,:.:;ss'xi::»s::;r..,•/„.::,:;s;;...................,........ �' , e s^sr x saa.✓ia, s_ma*,.✓. . TO CLAIM ; C. KOTA M SALVAGE ON THE COPPER FROM RSKI .;: g :. i ! t "COORDINATE THE MAIN TO THE METER IF DESIRED. £ i i I $ � A3$I�Y i SCAL E / 3 r REMOVAL OF � .::........ ELECTRICAL VARIABLE WiDTH , $$ r >yi•iiiii.:i:r� f f { _ VEPCO EASEMENT 4 > �l� WITH D.B. P4:�2 PC, 10 , r i S r `R r• / , �J 0 REMOVE EXISTING ( 1 ASPHALT AND BASE 153 6' BOARD ca FENCE # QUiE 41mvs9 / $^}^�y 'gam• % �g �^ d� T A 3sL:: L?A 4? At'0 � � � .."„ {• � I s � F ; f, i /' . � `e. / 7 5 �r { £ I aat � Q I NWAODATIaN ZC t f` i I > # $ I t r I , r t i I t o = { LLJ A'Rd LOCATIONOF # I '' EASEMENT VACATED PER APPRO LOC, CIL aaa f i ' i•- TES AIN IACB�C INSTRUMENT #201900007375 f r/ t I I t,� o ' l I CENTRAL TELEPHONE 1 ; t t D.B. 5192 PGS. 234-236 t I $ ASPH. t # t I € ; ,; 1 ! COMPANY CP VIR {1�'{A N t $ r APPROX. LOC. , � q � 1 EASEMENT $ \ t ) r A ;I 1 i i t f f CIL 'VEPCC EASEMENT r t � � � .t/ ^� t f t I I I� �� D.B. 642 PG, 83 Q z $ ' t D.B. 424 PC.. 4 D MANHOLE P / _ (D J NN 71 k _ _ _ _ _ ,�Mr s +y,s —,^•. , y "'. "+a � t "", � _1 ' = 0 .3 r BASEBETWEEN 3 r /11 � Q SAYVCUTS / ✓ / / / t / P P pd" ' ! \� ( # ``' y' M ✓ � 4n d I^ , �(i�at ...gem j m DEMO LEGEND: / / / # ? € fry _ ! " ",. t t r r (` •-_� f 3 ,"'". / i, A / / / 'd r l,...,,,,,....y{,I jjam"'...}f,f�q� �, ,,,,,,w,..,,.,,..,,...% ""'.."•,..... 3",.* .^'s° f f f, t •� : '� ' / s' / O '`.. \ ` 4 ,iAY1LA,rU'f ,.. ty, z e '' . -^•."^ c H A.SPR/�r 1 ' �' "....'..^..."•^.-" ......,.." """.,..-....TM.e,.-rr.i`� t �° •°SAWCUT t / /`" .,ti `t.. ""+ i ,,E t �,. M.,�.� "`,w ""''»^.-•-.,,,,•� ., `�`'�/ -o SAWCUT _ r3 t ?�. ASPHALT/ e M t �,, r o $GALE 2�+_ U Cu T7 88 I I t ' � ° � � �� ,yam P� � � � , �` 0 1��C. t� r ,...,.. �M� � .� � 5 �.�„`f;�„a ....,..,, � 01S � REMOVE � N � ",�` PI�Ai� � I w. �`., � � t 0 " ' � 4 HOLDINGS, t LLC ;x {NV OUT = 396.46` 12°' TC � �:>,. � . w � REMOVE TREE 1 PC. 63 , , TM ' µ 0' roe No. N c PlL Rt{�iB Ai Ci�ICz `` PIPE CHANGESRtil✓t C:l►RP �,s C{ {d� {LBii� °., r� f a'S ' - CiL CPROAD _ TO TC AT SOME POINT FENCE' TMR 77 OC � "� 1 } ' � � ti ' � .� � �t $ �� w �3 � F = � 4 OZ 02 ca ED REMOVE HARDSCAPE SAWft . L rt l SHEET NO. a o AND GRAVEL �` 0,8, 2423 PG. 374 t r € I t £ � .E EDGE OF WATER NOTES: APRIL 11, 2019 1. EXCAVATED SOILS SHALL BE REMOVED FROM THE FLOODPLAIN LIMITS DAILYAND BEFORE FORECASTED STORM EVENTS. 2. NO MATERIALS SHALL BE STORED WITHIN THE FLOODPLAIN LIMITS, EXCEPT RIPRAP/STONE TO BE USED FOR CHANNEL IMPROVEMENTS. FLOODWAY 3. ALL WATERLINES TO HAVE RESTRAINT JOINTS PER ACSA DETAILS, fti66� — STANDARDS AND SPECIFICATION ROD FOUND ........... WPO BUFFE-f-i, /V7 FHA - 2 ...... .... DUMPSTER fay DEDIC ENCLOSURE PUB 10.5'WIDE REMOVABLE TYP. ROAD DIRE WALL PANEL IN ARROWS TO BE BASEMENT FLOOR 397.00 CEI VISUAL AIDS 1.5" DOMESTIC DR� ROADARROW NNWWII�� m WATERLINE AND 1" METER M1 .41 TO 6" FIRE LINE. BACKFLOW RETAINING 6' PREVENTION PROVIDED INSIDE ADA WIDE RAMP CG-2 WALL WITH HANDRAILS J BUILDING. PRV REQUIRED ........... ING WALL SEE ADA RAMP GAS . . . . . . DETAIL ON METER SHEET C5.1 HR-1 BOLLARD KNOX BOX (TYP.) LOCATED IN 2' 10.34' DEEP ALCOVE • 15'PUBLIC GAS GR EASEMENT 20'ACSA WATER EASEMENT 91 MECHANICAL UNIT PAD PER MEP ------------- PLANS(TYP.) ♦ a" FIRST FLOOR 40900 8'WIPE DOWN TO 210.31' FLUSH CURB M FLUSH CURB WITHiM @ DETECTABLE WARNING STRIP BY ROLL UP tuRE D FOR r5). OOR DEDICATION FOR PUBLIC USE FOR GRADING SSIDEWALK RPOSES). BUMPER BLOCKS CANOPY (TYP.) 21 5WIDE AREA HER E�y R ESERVED FOR FUTUn. MI. 4 DEDICATION FOR PUB USE. CG-12_� OUTER LIMITS OF 9'TRANSITION TO STA rE DAA4 BRE4K 7" INUNDA TION ZONE FLUSH CURB APPROX LO, W OFS. rI "END S TA TE MECHANICAL UNIT TENANCE" S PAD PER MEP PLANS (TYP.M. 71t: it 9.33'SIDEWALK EXISTING 30'WIDE WFDC E I. 0 POSSIBLE SIGN EASEMENT ACCESS LOCATION TO BE EASEMENT PERMITTED FOR FIRE SIGHT h K- 1., TRUCKTURN' . N SEPARATELY .......... DISTAN =7 EASEMENTpus AROUND /- 10'BUILDING SETBACK ILIC GR-1 RETAINING WALL IGN DRAINAGE EASEMENT TBUFFER STRIP STOP BA N, STOP S 5'SIDEWALK 11 STOP SIGN EST 47 _'R��_NCE SDR 4 A 4 TOP BAR` X 3 11 'x X> LEGEND: r 7 -.1 CONCRETE HEAVY DUTY ASPHALT HEAVY DUTY CONCRETE GRAVEL LIGHT DUTY ASPHALT AVON CT ROAD SECTION PIL RUNS AL OW CIL OF ROIAL --------------- X X X. X DRAINAGE EXISTING EASEMENT SCRIPTIVE EA'SEf,4F_N_ 21.5' WIDE PUBLIC RIGHT-OF-WAY AREA HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE. TEMPORARY w> CONSTRUCTION > EASEMENT U- 0 U- o 0 to < r'- 0 + + z EXISTING GRXVIEWOMAIMMS wTO BE RE-GRADEEEMITIE INTO > IMPROVED ROADWAY LL 0 C'4 + F- Ivitmmu Mo t 0 DRAWN By I FIRE LANE J. SHOWALTER DESIGNED BY 45' BEND J. SHOWALTER REPLACE CG-2• TIE TO EX. CHECKED BY lit I TIE TO EXISTANa' '\WA_TEftL1_N_E__• C. KOTARSKI Y _MA(ITH 8'X8' TION 04 TA PING SLEEVE SCALE 6'WIPE DOWN TO 20'ACSA WATER N __VE� 1" 201 w t-LUSH CURB z w EASE MENT- INE w 15' PUabt GAS FLUSH CURB C-)to EA6�166ENT_ Q fi 15PUBLIC GAS 22 EASEMENT .50+450 8'BOARD, BEND FENCE 11.5'TRANSITION FROM 3"CURB TO tl FLUSH CURB OF 2" MILL a "Hp )AD TEMRORAI�Y CON�TRUOTDON SEE- PAVEMENT T EA$WENT REPAIR FOR UTILITIY IN P. 2" MILL AND,It '.OVERLAY ENTIRE TY ROAD DIRECTIONAL WIDTH OF ROAD AO�WS TO BkIUSED AS jjjVISP�,L AIDS ONI",NS. ROAD ARROWS ARE NOT GAS LINE TO BE EXTENDED (D TO 01� STRIPED PER CHARLOTTESVILLE GAS ci < 20'��SA WATER STANDARDS AND SPECS. APPROX. _j E AENT SIZE TO BE DETERMINED BY L OCA TION LLi 8 x6": REDUCER WITH MEP ENGINEER AND _3 _q fEE CAPACITY TO BE CONFIRMED > WITH CHARLOTTESVILLE GAS. Ln SIGHTIDISTANCE ANGLE IRON Lu w 0>_ EASON�ENT FOUND 15,22' 0 - It FROM CIL ROAD _j < It 15'PUBLIC GAS EASEMENT :D 0� _j NAGE SIGHT DISTANCE REPLA O u EASEMENT EASEMENT M__T1 2" MILL AND OVERLAY ENTIRE WIDTH OF ROAD TEMPORARY EXISTING 30' CONSTRUCTION WIDE 04 PRESCRIPTIVE EASEMENT w 20'ACSi EASEMENT z w EA 10 8"WATER LINE Lu 15'P U) - F_ 30 DEC, 25'TAPER EOP TO MATCH EXIST. 36MAPLE TEMPORARY TEMPORARY CONSTRUCTION CONSTRUCTION EASEMENT EASEMENT 20'ACSA WATER JOB NO. EASEMENT SC R , 40202 4p— 0 20' 40' SHEET NO., RE 2" [ C4. 0 Z) 0 E :3 ca 0 0 -0 0 C M 0 ca -0 2 c cu ch o (D 70 in HIGH PT STA = 11 +25.35 HIGH POINT ELEV = 408.70 HIGH PT STA = 15+42.51 PVI STA = 11 +25.83 HIGH POINT ELEV = 403.00 PVI ELEV = 411.14 PVI STA = 15+37.98 A.D. = -17.84% PVI ELEV = 404.19 A.D. -16.41 % CMG W 1. KMARM K = 6.14 STOPPING S.D. = 90.36 K = 3.60 1iz. No. 0402048507 liolvc STOPPING S.D. = 70.05 A -59'VC cn a LOW POINT STA 11+40.07 HIGH PT STA 12+62.55 0. 04 co C4 04 M q ce) (X� (p (6 co Iq cl) Lo Co Lo i�: o co C) 04 a LOW POINT ELEV = 400.02 HIGH POINT ELEV = 395.73 +v + co r� C-i + 1q, 0 CD 0 + 11 PVI STA = 11 +02.57 PVI STA = 13+07.55 + w > 11 LU PVI ELEV = 401.33 PVI ELEV = 394.16 0 < UJ U) U) > Ui uj > U 0 F- -j A.D. = 2.13% A.D. -7.12% ow U) U) LLJ m > > > > > m >LU m w m LU a- a> K = 35.19 K12.64 C) F= 415 415 415 HEADLIGHT S.D.= 725.33 STOPPING S.D. = 138.35 415 a) U 0 75'VC 90, VC I- NT I- C,4 i U') cl) .;T U') rl- cl) Go > E E L6 6 ci 6 1 cl� ui cli COO corn co CD 1 19, VC + + + cl) + cv) 0 K = 36.28 11 cl cl� c\l 0 0 LU + STOPPING S.D. 1296.36 w Lu LU U. ul o U) 410 C) 410 410 410 fA I cy- uj LU m u m ru PVI ELEV 395.81 > > > < _j U 00 < Uj w m I,- j - L6 m ul PVI STA 3+32.06 U) W c) rlj HIGH PT S"A 13+22.70 U) r-4 (D Us > HIGH POINT ELEV 395.9) EXISTING u 3: 0 x EVCS = 13-22.70 GRADE < LU 405 405 405 405 ----- yn'- :3 EVCS 13-.41.43 64 u cow 't U > cl) ti 0 EVCE 395.58 0 Lo U� cn .93% cd 6 r- CO Ln c: - z z Lij Lu r- co 0 + co + cl) rlj > cl) V) LU 400 400 400 > 400 ------- 11 Ij U) LU kD F-- LU C) C) cb 3 S09� > U u > > ;:z lzz� ct EAST ENTRANCE a. cl-I STA 10+831.96 CL cl� ui Q_ CL -1-9491, PROPOSED 0 GRADE 395 395 395 395 UlOO Lij 54' VC U-j L z cr_ U-i U-j w 0 24' VC K = 7.58 cl� z z K = 2.18 A.D. = 7.06% A.D. 10.78% -49'VC F- PVI LEV = 396.70 STA 13+04.01 PVI ELEV = 402.03 K = 4.07 U-1 Q) Q) C) Q'� c� PVI STA 12+86.29 PX/l _(ZT �IAI ILI'r "rA All .415 ^Ll 'VC LU > LLJ ('4 N 390 A.D. = 11.920), 28'VC 390 390 390 A 10+22-81- N;7v-w LEV = 3)3.52 LOW POINT STA = 10 15.27 PVIE < LOW POINT LEV 396.18 u 12, PVI STA = 14 -25.32 A.D. 8.91 % LOW POINT ELEV Q2.22 < BV S = 12+59.53 LOW POINT TA = 14+11.04 PVI ELEV = 393.15 BVCS:= 10+11.05 VCE = 399.11 0 BVCE 402.26 LOW POINT LEV 394-00 PVI STA = 16+96.83 Ln DATE E S = 13+13.06 BVCS = 14+01.05 LOW POINT STA = 17+04.60 EVCS: 10+34.56 CE 396.18 385 rmVGF. 4Q3.07 BVCE = 394.2 LOW POINT ELEV = 393.36 385 385 385 711012018 --- ------------- ---- -------- V J ------ = EVCS = 14+4 3.58 B C9 0 DRAWN BY EVCE 395.f 2 BVCE 394.11 EVCS = 17+10.72 1. SHOWALTER EVCE� 393.42 DESIGNED BY 380 380 380 380 's 1. SHOWALTER •1�t cn clq ko cl� 04 N .0,) 00 lai (p CHECKED BY •'Zi o'er 1� 6 cli (7) Q) Q) Q) C) (D M m 0-3 0) 00 NT co co co co C. KOTARSKI I I• SCALE 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+5( 9+50 10+00 11+00 12+00 13+00 14+00 • 1" 20' SITE ROAD PROFILE AVON CT. ROAD PROFILE HORIZ SCALE: 1"=50- HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 430 430 EIGHT OF OBJECT 3.5' B 415 415 425 425 C cn EIGHT OF OBJECI 3.5' 410 410 420 420 0 - - ------------------------ LU 707 SDL 280' 0 N� uj 405 415 405 415 ------- - ---- -- - - ---------------- 0 �o N, SDL - 280' CL LU -6 z EIGHTOFIEYE 3.5' EXISTING 14 U IN GRADE \ 1 0 400 400 410 410 0� ---------- -- N > J �� c EIGHTOF EYE 3.5' N N, 0 0 > N 4 5 395 405 LU 395 0 o Lij 170' ;PROPOSED SIGHT CiIISTANCE GRADE-J RIGHT TO END OF Ln STATE e CL O S DR 280' 390 u ,~^ 390 400 1 400 0 -------------- - ----- ---------- - ------ HEIGHTIOF >1 IN. E OBJECT 05-- D 0 PROPO SED 385 EXISTING; i 385 395 395 0 - - --------- ------------------- DE RADE GRADE G z 0 0 380 390 e 380 \A 390 HEIGHT OF OBJECT 3.5- 375 375 385 385 E 0 ie JOB NO. E 0 93% 0 -194 V V _c V -3+25 -3+00 -2+00 -1+00 0+00 1+00 2+00 -3+50 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 40202 WEST ENTRANCE - SIGHT DISTANCE EAST ENTRANCE - SIGHT DISTANCE SHEET NO. HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 C4. 1 VERT SCALE: V=5 o rn v MAINTENANCE MAINTENANCE WEST ENTRANCE rn F 0 Q J f y mow' #� l ££ tE N C 0 m > 0 O N (6 L 3 m N 0 a C n a c m o` a m 3 d a 0 c 0 t H c m r m a c O m 0 L 3 c d • d J s • ` . 6" WIDE CURB Z549� FC 395.44' TO BE SLOPED _ 1 395.37' 396.93' ALONG WITH ImL013L3WA3' _ aa. as°aaa�a TOP OF STAIR a TREADS. 4' 6' 397 00' ca,• ' 3 p ""• a a T C Q 396. 3' � as a a 396.15' a 4 WIDEAREA f a Ep 6.35t 396.63' BETWEEN / { FOUND s vo a / 395.85' 3964' a396.15' SECTION OFROO as"8 a,gaaaa aa"'°aaaa aaaaaaaaaaa a a. 8aG a. a.""a EP 396.24' ' 396.56' RAMPS TO BE ~- "" »"• �.{ •"` b `� � � � ,.. 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L}„B, f3 9 f)O. 427 ' '� (D r ! ro J Ian ��' i W BASEMENT FLOOR 397.00 �„ � .I'7 I • HEIGHT 5.48' �j x ''P�J .. -••-• � ".. � . '�� ^" ,, TC 397.00' � .,., "' •" ., ""'-� ,_ ""�. � 1 f 1.5 I 3; ' _ DRA �C L 01 a) rn rn o, TC SEE ADA RAMP € 4p? .-, i TC DETAIL THIS _. ,... ; ! -- _ __ M 3`; t'z - _ "" ., w Lu "" 4 `� / , / ,«,• 97 39713 SHEET f€ 'j E , O ,1 4y� 3 398 � � ,.1 � '�\� � .� \ TC 399 v °\� �400 � z 0000, 8.27' /. TW 408.65 w 1 " -- �tio LAf"" 0 r . 9 t (A DATE efi a % 9 , BW 402.17 ., jr 1 i .. T.AINING / TW 408.64 l d } i MAX.' I ,� � £' 4 W 406.9d' "'^•-�," '.•^M^' �' �'° , 'HkIG 5.§,6' s „ 00 ,� TC ; BW'40 .33 / RE AINN ' € c I 1 I 406':84' s cm I /' WALL MAX.1 r € ( 1 I 1 " w". DRAWN BY p M 39 7r O 2� 0 ,- , .p I a 405 / 1 F w- �rrt / Dc TW 403.26 l t ! 0 . 0 h / \ M J D� D� wos.74 r t� a . I - `o HEIGHT 6.57' �j J 1 1M``M 3g „ 6 1 ° 1 ----- 4os.00' ' € ;' = € 1 J. SHOWALTER 4 s r BW J06.05 1 } \ d- TC- ,,,, 4 ££ 1 �,. Cb +..»� x ! / 1 1 TC 6. .2'o _ a 'i £ • 1 i 3 W � f o `3 40 TC' / TW 40 . 1 \Z W > �, i DESIGNED BY I 406.63'.� 4� a AZ / " " » 406 � ' _ # }� ;5 40 04.33 ,.... '402.29' r 7 TC / / / 1 ! a TCr s BW �0 1 \ (4 L •'"' S' • 4p1 /3 , / 406.33' / Tc ao 35° € } co J. SHOWALTER �1 TC T i / i fc / 407.99' c . { 1 ,,+'., » ' i / •p 06�89' 1t/ 1'CI 464. ¢0j i 1 w Fc ' .. . CHECKED BY TC TC TC C VARIABL,E WIDT#'I F ,� f I / 400.85' `' 4.02.98' / r TC 1 cL 1 } s s „„ M,, } 406.69' g T ,,. VEPCO EA �, / . KOTARSKI TW 403.03 i / / / r r 405.67' 1 ' 1�07.a� w `" '*. . C 1 , f B W 397.49 / ♦ / ./ s f 3€ I4 �Z. �` I i f TC w , - • `'`'" y,. "'� •,., £ :�, / �' s r ` ,"°Ttr }` 406.77' € ".. FIRST FLOOR 409.00 I T�, : € 1 -• ,., --.,,� ✓' f € '`�^ � SCALE C 49e28' ; 1-1 08.20` rw ""r 1" = 20' TC ' _4(133.5T 403.M / 6 1 TC O6 x. I " _. w w ✓'•^ y "" _• 400 59' 401.33' 1 ,° :403.04''' .1( _� TC 405 37 ' t 406.49' 11 _ _. • F 2, TC (t /i' 404.03' ».,__ _, �''� 4$ f 1 .♦ •' 7 d) 399.201 TC 401.70' T ch 400.20' / { 403. 7' ! / / ! 408.90' c+). TC ` TC 1 TC TC _ ... 1._.. / / / /1 l , 408.90' f F I # € \ rn 40D.2 40{ 2.877' 40 AN/403.73' I s f _ 409.00' £ 1 €3 w 400. d 7 €� 1 - F : 1 1 I `^-�~,» " y •``, 400.54' !� , S e 1 4b6. w4 "^^ { ,# !V th _ '� J / / l t { f 4 . _ TC , � RODIF _ 3HP I / 408!84' 1 a \ co0 1 W„•'•"„"T _- / r+"�` i 1 / T�dC .€ C)"q a - �. TW 43.83 q• \ : Q ,s I _ 1 4 TC 1 l �. \ " BW, 403.17 / 1 f 1 } } 8' B "s TC a 1 0 iii 4 3€ O,�sR w. \ 1 I C £ 39£9.71 ., g x FENCE \ ; p ' I �, i. 408.90' / 1PUTE•R IMtrs % 397.61' # 4 1 1 r 1 • ^ ` 408.99' 4 .59' .� { ! \ \ J • \� �, rFTAfE A?A BLEAK" P .... # ._.,__._.»»_....fiC........... 99 0 } ...,,..,_} RE�TAININ� � .�_ I1NUI�$O TI1�1 �€0NE \ . 408.89' 8.49' WALL MAC. 1� ,ETC t 8 I I t 1PPBd; LtO, OrL 1 1 '\ 1 TC 399.13 TC „ # t A Fs? , LiC N C3 \ 397.9T 398.87' 398.>s<8, f 1 WEIGHT 1 , _.._ e , 1 ! NT TELEPHONE HONE ' " I 'tE�La 57` T VAI TE# 1 s°3 TC` 1 } -.,,,•,-,,,,.1-,_ 1.13 , •a i` 0 �C 5r I s € OE RAL EP { , \ TC TC 398.41 £ t • Or' e I 1 0 ASPH, COMPANY �; F VIRGINIA t i \ 39$.13' ` 39$ £ . 1 i I ! , € 398.56`; 4C4 85 1 APPROX. LOC. , / 7AM t EASEMENT .� W 1. 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T �Uo, L1.0 0 Professional Erosion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 Ibs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgrass. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where to plant: v, Establishment. SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than 1/4 inch (6.35 mm) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern Fall/Spring Mixture: Northern Mixture: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11 % Annual Ryegrass 10% Durana White Clover 9% Unhulled Serecia Lespedeza 5% Durana White Clover Seeding Rates: 50-200 Ibs I acre (22.7-90.80 kgs / hectare) P.O. BOX 290 ' MADISON, GA 30650 * (706) 342-1234 ' 800-277-1412 SLOPEMASTER -SEED MIX 5 NOT TO SCALE ti4'izan t1�e �rctuerd lrvcsi �utti bu taisc�i within tt� zhapiiatnist'a txefw tt� besavetl. a tree +yell shun I� provid�d.and a ccros;iruetintt Y9si1 sutfitdhed A0rq p vvn1 , tl). I.t. Tren in and Tun wlfen trefxt.ifig is rcqulend within }imltx of cw dr4 it owl a 46ne so. .fir Avmy linen lho trunks n€u�s.u� its Turn°iin under a lase tw s4ll be wAnsui! rett aas nn alum viva t hen a i� zuz wipst•d that rn arg t, ,, . , iiOr,- day t its. 12, lei i'roeszstive fencing shall bt the 11nat ci— 13. ;RNUA d Trm. I8 i>aau cl trams sttatl be trufid imfnsiely bS ptt►nis tettil rtatkip ar N C4 CV O 0 INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANOLA FERTILIZE SCARIFY BOTTOM AND SIDE - OF PIT SHRUB PLANTING NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO 1 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE ON PLAN' SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL IBE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ACE RE5 2 ACER RUBRUM RED MAPLE 2" CAL. PLA ACE 7 PLATANUS X ACERIFOLIA LONDON PLANE TREE 2" CAL. QUE BIC 4 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. QUE SHU 5 QUERCUS SHUMARDII SHUMARD RED OAK 2" CAL. ULM BOS 2 ULMUS PARVIFOLIA 'BOSQUE' BOSQUE ELM 2" CAL. B&B MATCHING/SPECIMEN SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ILE COR 10 ILEX CORN UTA 'CARISSA' CARISSA HOLLY 3 GAL CONTAINER 24" O.C. ILE DWA 10 ILEX CORNUTA 'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT/SPRD CONTAINER 48" O.C. ILE GLA 12 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE HOO 10 ILEX X 'HOOGENDORN' HOLLY 24" HT CONTAINER 30" OC SHRUB AREAS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING SPACING CAR SED 232 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. 18" O.C. 18" o.c. HYP PER 856 HYPERICUM PERFORATUM ST. JOHN'S WORT 1 GAL. 18" O.C. 18" o.c. JUN BAR 405 JUNIPERUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR CREEPING JUNIPER 3 GAL. 36" O.C. 36" o.c. SPO HET 138 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 3 GAL. 36" O.C. 36" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS SPACING RUD HIR 155 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" O.C. 18" o.c. HEIGHT VARIES WITH PLANTS 12" MIN. SLOPEMASTER MIX TREE CANOPY REQUIREMENTS 11,041 SF REQUIREMENT GROSS SITE CALCULATIONS TREE PRESERVATION PROVIDED AREA CREDIT 10% TREE COVER 2 90 ACRES - 126,324 x 10% - 12,632.4 SF 33,084 SF EXISTING x EX. TREE COVER= 41,355 SF AT 10 YEARS 1.25(GROWTH FACTOR) 20 LG TREES @ 200 SF = 4000 SF MATURITY 126,324 SF REQUIRED = 41,355 SF TOTAL = 45,355 SF LANDSCAPING ALONG STREETS REQUIREMENTS YARD LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE/50' 7 LG TREES PERIMETER A 340 LF OR 34050' = .8 = 7 OR 7 LG TREES 3407 40' = 8.5 = 9 1 MD TREE/40' g MD TREES LANDSCAPING WITHIN A PARKING AREA REQUIREMENTS REQUIREMENT AREA CALCULATIONS REQUIRED PROVIDED 1 TREE /10 PARKING SPACES 60 SPACES 60/10 = 6 6 TREES 13 TREES PARKING AREA = 9340.24 SF 5% OF PAVED AREA TO BE PARKING DRIVE AREA = 32,927.87 SF 42,268.11 SF x .05 - 2,113 2,113 SF 2,477 SF LANDSCAPED TOTAL PARKING & DRIVE AREA = 42,268.11 SF PLAN VIEW: EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION <�p,�TH OF " tom, 1ANK W. III 0.14 Z 09/30/19 G� _ E AR M E 0 0 rn � N N C Q 0 > E w E U a 3 U. 4 3 U. U. 0 LUiu0 {LI t M �_j U00 LLJ _5 — Ln W C, N z °+3 ;r 0�x �OJC�U- o Q 0 v (n = cv Z U > Ln a C `^ rn NN T M o M 00 J �� O a U Ln W O Z 0 W W U0 w ti�I�-OUOU G O O O O O U U U U U cr- C,� C,� W W W W W a a a a o 0 0 0 4W u (1) (n (A V) U) j > ; Is j W W W W W cl� ct� cl� ck� Ct 0000rnrnrn 0 0 0 14 0 0 �N \ M N \ O N \ O N \ N \ O Q O ry 0 0 0 DATE 711612019 DRAWN BY M. RACHNER DESIGNED BY M. R./F. H. CHECKED BY F. HANCOCK SCALE AS SHOWN V / z W J a z W C) Cy- > IM zwW J L F� J_ >o 1 U) (� -j W a o�U) U 30B NO. 40202 SHEET �� L2.0 as L� �0 aaf CLU z a� 0 2� 0� > CUo E — 2 = � N C a-cc CD z N D 2 o X o r 0 �0 a- O -3 a rn N C .N 0 N X C o _O U U w E 2 iN �a N U �o E a 7 C U CU o; _ - s o : N _O � U a i =N 'n_ C O C U Q� vl _N N E