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HomeMy WebLinkAboutWPO201300050 Plan - Other (not approved) 2013-07-10PROJECT SUMMARY NOTES: I. THE PROPERTY DELINEATED HEREON IS LOCATED ON ALB. COUNTY TAX MAP NO. 05600- 00- 00 -017CO 2. PROPERTY DETAILS: EXISTING ZONING: PUBLIC USE EXISTING USE: SCHOOL PROPERTY AREA: 75 ACRES MAGISTERIAL DISTRICT: WHITE HALL SITE IS LOCATED IN SO. FORK RIVANNA RIVER RESERVOIR WATERSHED THERE ARE NO CRITICAL SLOPES LOCATED IN THE PROJECT AREA. 3. OWNER / PROJECT MANAGER COUNTY OF ALBEMARLE DEPT. OF FACILITIES DEVELOPMENT 401 MGINTIRE ROAD CHARLOTTESVILLE, VA 22902 4. SITE DESIGN 8 LANDSCAPE ARCHITECTURE ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TRNPKE GREENWOOD, VIRGINIA 22943 ANHOLDLA.COM 434 - 882 -3420, DANHOLD @HUGHES.NET 5. CIVIL ENGINEER TCS ENGINEERING COMPANY, LLC 741 DUNCAN HOLLOW LOOP FABER, VA 22938 434 -361 -1215 6. TOPOGRAPHIC & PHYSICAL SURVEY ROUDABUSH GALE & ASSOCIATES 914 MONTICELLO RD. CHARLOTTESVILLE, VA 22902 434 - 977 -0205 7. PROJECT AREA IS NOT LOCATED IN 100 -YR. FLOODPLAIN. PROPERTY IS LOCATED IN ALB. CO. SOUTH FORK RIVANNA RESERVOIR WATERSHED. COUNTY ENGINEERING & GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION WITHIN ANY EXISTING RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED BY THE OWNER FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION WORK. ALL E & S MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 4. ALL NON -PAVED DISTURBED AREAS ARE TO HAVE 2" OF TOPSOIL APPLIED THEN FERTILIZED, LIMED, SEEDED, AND STRAINED TO ESTABLISH A PERMANENT STAND OF GRASS. SEE SITE PLAN FOR PROPOSED LIMITS OF GRADING. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 6. UNLESS OTHERWISE NOTED ALL CONCRETE DRAINAGE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY. GENERAL NOTES: 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMME6IATELY NOTIFY-_THE-"''" ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. ALL CONFLICTING SURFACE AND SUB - SURFACE STRUCTURES, UTILITIES, AND OBSTRUCTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROTECT EXISTING SUB - SURFACE UTILITIES AND STRUCTURES AS NECESSARY. IF DAMAGED, REPAIR OR REPLACE AT NO COST TO THE OWNER. ALL CONFLICTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. 5. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. 6. SAWCUT, TO FULL DEPTH, ALL PAVEMENTS TO BE DEMOLISHED, ALL DEBRIS SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF LEGALLY OFF -SITE BY THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLISHING AND /OR ADJUSTING ALL EXISTING SITE FEATURES AS NECESSARY FOR PROPOSED CONSTRUCTION. SITE NOTES: I. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL SITE IMPROVEMENTS SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD BY A SURVEYOR LICENSED TO PRACTICE IN THE STATE OF VIRGINIA. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. 3. ALL DRAINAGE STRUCTURES SHALL HAVE POSITIVE SLOPE TO THE DRAIN INLET. ALL PAVEMENTS, LAWNS, AND OTHER SURFACES SHALL HAVE POSITIVE DRAINAGE WITH NO PUDDLING OR PONDING OF WATER OCCURRING ON ANY SURFACES. 4. ALL EXCAVATIONS FOR UNDERGROUND PIPE INSTALLATION, SHORING, AND SLOPES SHALL COMPLY WITH ALL OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY AND ALL OTHER LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AND /OR REQUIREMENTS. SITE NOTES (CONTINUED) 5. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY /ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE, VDOT, AND ACSA. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 7. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes - March 2008 0 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2) ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION MUST BE APPROVED BY RWSA:1PRIOR TO THE START OF WORK. A PRECONSTRUCTION CONFERENCE WITH RWSA IS REQUIRED PRIOR TO THE START OF WORK. 3) THE CQNTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 -552- 7001). 4) RWSA�ENGINEER (MICHELLE SIMPSON AT (434) 977 -2970 EXT. 202) MUST BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5) ALL WORK IS SUBJECT TO THE INSPECTION AND ACCEPTANCE BY RWSA. 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 RWSA HOLIDAYS UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 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 PRIOR TO CONNECTING TO THE SYSTEM. 7) THE LOCATION OF EXISTING UTILITIES IS SHOWN ON THE PLANS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR CORRECT. 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 ITHE 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 UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. NO GRADING OR FILLING 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 APPROVAL OF THE BLASTING PLAN FROM RWSA. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. DAMAGE DUE TO BLASTING TO ANY UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10) IN ADVITION TO MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL FOR THE EXISTING PIPE. BACKFILLING THE AREA OF THE CROSSING WIT. - COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE WILL BE REQUIRED. 11) NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND 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 ELIMINATE ANY POSSIBLE CROSS- CONNECTION TO 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. VICINITY MAP: NOT -TO- SCALE STORMWATER MANAGEMENT IMPROVEMENTS WESTERN ALBEMARLE HIGH SCHOOL 5941 ROCKFISH GAP TURNPIKE CROZEr, VA 22932 WHITE HALL MAGISTERIAL DISTRICT OWNER /PROJECT MANAGER: COUNTY OF' ALBEMARLE DEPT. OF FACILITIES DEVELOPMENT 401 M INTIRE ROAD CHARLOTTESVILLE, VA 22902 EROSION & SEDIMENT CONTROL PLANS ,iULY 2, 2013 ANHOLD ASSOC 1A S. PL C SITE DESIGN LANDSCAPE ARCHITECTURE LAND PLANNING 8311 ROCKFISH GAP TURNPIKE G REEN W 0 0 D, VA 22943 434- 882 -3420 ANHOLDLA. COM PLANNING DEPARTMENT - ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL JI I C t'LAIN At'r'NUVALS 0 DAVID T. 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