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SDP201700029 Plan - Approved Initial Site Plan 2017-06-23
:j I Ll FAJ Wj h d:�§ 11 =Jyj :j Wf I :j jyj 1 :1 Ll 6 a !] WAI Ll 0 :fqj Dim r � in Argo - [ULI - I - - MCA !E 01- Fire Flow Calculations f: •! ! ! •i :i ! Q(20) = 3096 gpm @ 20 psi Residual Pressure OK Sllbmiffal hype - Reviewed and Approved by the Community Development Departmenj c AA =-- 0 SPI Cover Sheet SP2 Dotes, Abbreviations, & Legend SP3 Existing Conditions SP4 Subdivision Plan SP5 Layout Plan SPb Grading Plan SP7 Landscape Plan SP8 Road Profiles SP9 Sight Distance Profiles SP 10 Storm Sewer Drainage Areas SP1 I Storm Sewer Calculations S Details SP12 Details SP 13 ACSA Details SP 1 4 Lighting Plan ALBEMARLE PLANNING a ALBEMARLE COUNTY ENGINEER DATE ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD DATE ALBEMARLE COUNTY DEPARTMENT OF FIRE RESCUE DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE VIRGINIA DEPARTMIENT OF TRANSPORTATION DATE ALBEMARLE COUNTY BUILDING INSPECTION DATE nuu.6 nrurr� • iiu�%�r bus. • .._• � t,, � � � it � i oili • FEE 0 s s F DOM. PROJECT TITLE: SPI SHEET NO: I 4 4 T T ON T'1 TT GENERAL NOTES Bill ABBREV1ATIU-N N RETAINING WALL wv SITE VA1'A TOTAL IMPERVIOUS AREA: 113,442 sf ARV AIR RELEASE VALVE GENERAL MANHOLE EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION OWNER; GENERAL CONS TR)QUION NQT 1 1, Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDON(ED) MAX MAXIMUM .._......................... r �.� PROPERTY LINE x i 23 TC TOP OF CURB ELEVATION TOWN PROPERTIES, LLC PVC any existing road, a permit shall be obtained from the Virginia Department of x V FIRE HYDRANT ASSEMBLY PARKING TABULATION FOR TOWNHOUSES: 1778 HEARTHGLOW LANE Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM REQUIRED PARKING: 2 SIPACZS PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING CO PROPERTY LINE :;.:: x 10 BC BOTTOM OF CURB ELEVATION CHARLOTTESVILLE, VA 22901 . the permit. Where any discrepancies occur the requirements of the permit shall govern. i� WATER METER 42 TOWNHOUSES X 2 SPACES + 42 TOWNHOUSES X (1 SPACE/4 UNITS) = 95 PARKING SPACES REQUIRED -- - x -- SILT FENCE 2. All materials and construction methods shall conform to current specifications and AHD AHEAD MON MONUMENT CONCRETE SANITARYO ' DEVELOPER: 42 UNITS X 2 GARAGE SPACE = 84 standards of VDOT unless otherwise noted. - - -- -- -- VACATED PROPERTY LINE _ ; x 125 FL FLOW LINE ELEVATION D{ DROP INLET 3. Erosion and siltation control measures shall be provided in accordance with the approved APRX APPROXIMATE NIC NOT IN CONTRACT Ion PARKING SPACES PROVIDED = 126* PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULATIONS = 105* 0 TOWN PROPERTIES, LLC erosion control plan and shall be installed prior to any clearing, grading or other _ 12 _ CONTOUR `:` GAS VALVE *21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEiNG COUNTED TOWARDS MAXIMUM PARKING AS EASEMENT DUCTILE IRON PIPE x 12 EOP EDGE OF PAVEMENT ELEVATION 1778 HEARTHGI Ow LANE construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BC BACK OF CURB NTS NOT TO SCALE " CHARLOTTESVILLE, VA 22901 5. The maximum aiiawable scope is 2:1 (horizontal: vertical). Where reasonably obtainable, ELEC ELECTRIC BUILDING SETBACK x 12 SPOT ELEVATION i FGAL REEERENCE do SOURCE OF TITLE• DB 4556/211 SUBDIVISION INFO: DB 2904/065 GAS METER lesser slopes of 3:1 or better are to be achieved. BFE BASEMENT FLOOR ELEV OC ON CENTER 1r� PARKING COUNT , 0 ELECTRIC MANHOLE RECREATION AREA TABULATIONS FM 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the UP UTILITY POLE "" - - BUILD TO LINE ;< '. `:' ' °_ x 12' TW TOP OF WALL ELEVATION County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BIT BITUMINOUS OH OVERHEAD ELECTRIC METER RECREATION AREA PROVIDED: 14,000 SF OK F&C FRAME AND COVER WL StTE AREA: 3.81 Ac. channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BK BACK PE POLYETHYLENE s ZONING LINE x 12SBW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIO Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class Ill. BM BENCHMARK PERF PERFORATED - WM WATER METER son@ TEST PIT LOCATION/BORING LOCATION SOURCE OF BOUNDARY SURVEY, DOMINION ENGINEERING &DESIGN DATED: APRIL 2017 9. All excavation for underground pipe installation must comply with OSHA Standards for ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED LIMIT OF DISTURBANCE TELEPHONE MANHOLE the Construction Industry (29 CFR Part 1926). 10. All retaining walls are subject to separate permit approval. BS BOTTOM OF SLOPE PROP PROPOSED ............................. VAN -ACCESSIBLE HANDICAP PARKING FLOODPLAIN LIMIT BENCHMARK SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING &DESIGN DATED: JULY 2014 ERALQtiSTRUCT1oN NOTES FOR STREETS CB CATCH BASIN PRVD PROVIDED TRANSFORMER PAD =''' GV IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X 6" VALVE 2EN1. Prior to any construction within any existing public right-of-way, Including connection to vaN • - - s:cz. -- - -- -z --- BUFFER ZONE HIGH DENSITY POLYETHYLENE AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO140D DATED FEBRUARY 4, 2005 CONCRETE PAVEMENT / SIDEWALK any existing road, a permit shall be obtained from the Virginia Department of CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY INVERT I IRiPRAP Transportation (VDOT). This plan as drawn may not accurately reflect the requirements` � �w to RMA -RESOURCE MANAGEMENT AREA UD UNDERDRAIN -e of the permit. Where any discrepancies occur the requirements of the permit shalt CL CENTER LINE RCP REINFORCED CONCRETE PIPE t RPS MATCHLINE BEN MARK(Si: EXISTING SANITARY SEWER STRUCTURE IN NORTHWEST CORNER OF SITE (C-6) SSMH S-1 EL. = 590.04 govern. 2. Construction inspection of all proposed roads within the development will be made by the • - - -- RPA - RESOURCE PROTEC11ON AREA �`-�-�� ��� ��=� DRAINAGE LINE *DATUM: NAVD 1988 County. The contractor must notify the Department of Engineering (296-5861) 48 hours CL CHAIN LINK REM REMOVE in advance of the start of construction. methods shall conform to current specifications and p CMP CORRUGATED METAL PIPE READ REQUIRED _._ ___ __. m EDGE OF GRAVEL _..._.....>„ ............... ".-..----. s;, _.----- 0 DRAIN WATER�1 ALBEMARLE COUNTY SERVICE AUTHORITY 3. All materials and construction standards of VDOT. All excavation for underground pipe installation must comply with u y SEWER LINE SEWERSERVICE; ALBEMARLE COUNTY SERVICE AUTHORITY OSHA Standards for the Construction Industry (29 CFR Part 1926). CONC CONCRETE RET RETAIN m EDGE OF PAVEMENT 4. Erosion and siltation control measures shall be provided in accordance with the approved ZONE: PD -MC erosion control pian and must be installed prior to any clearing, grading or other CY CUBIC YARDS RT RiGHT- ,u TRENCH DRAIN construction. .- STANDARD 6 CURB THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2001-00020 5. Upon completion of fine grading and preparation of the roadbed subgrade, the. contractor shop have CBR tests performed on the subgrade soli. Three (3) copies of the test results s C/C CENTER TO CENTER R/W RIGHT OF WAY W.:._, CG_ 3 STANDARD 4" CURB M.__- - - -- " WATER LINE GROSS RESIDENTIAL DENSITY: 42 UNITS/3.81 Ac = i1.0 UNITS PER ACRE shall be submitted the County. If a subgrade soli CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and C&G CURB AND GUTTER R&D REMOVE AND DISPOSE _ - - -- - �'°_ -" - FIRE PROTECTION LINE QQOPOSED ADT 294 VPD submitted with the test results for approval.- - COMBINATION 6" CURB & GUTTER 42 SFA UNITS X 7 VPD NIT 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum DIA DIAMETER R&R REMOVE &RESET CG -7 WATER SERVICE LINE allowable slope is 2:1 (horizontal: vertical), Where reasonably obtainable, lesser slopes of � � ' ` � "�mm COMBINATION 4" CURB &GUTTER 4:1 or better are to be achieved. EL ELEVATION SD SIGHT DISTANCEGAS LINE CURRENT USE: VACANT 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT. All drainage outfall easements are to be SQ SQUARE %'- ' r/ .','i '� ZZ FIRE LANE STRIPING PROPOSED USE: TOWNHOMES (42 UNITS) extended to a boundary line or a natural watercourse. The contractor shall field verify the ELEV ELEVATION OVERHEAD ELECTRIC WIRE length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments ES END SECTION STA STATION �I� BUILDING ENTRANCE UNDERGROUND ELECTRIC MAXIMUM BUILDING HEIGHT: 35' will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the EW END WALL SW SIDEWALK ` BUllj)-TO-LINE 0'-20' FROM EDGE OF SIDEWALK PER CODE OF DEVELOPMENT TABLE B Director --s designee, it is deemed necessary. When guardroi! is required, it shall be installed �1D LOADING DOCK ' ' ` "` ' OVERHEAD TELEPHONE LINE four (4) feet offset from the edge of pavement to the face of guardrail, and roadway EX EXISTING SWEL SOLID WHITE EDGE LINE shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public 0 BOLLARD UR;_ " - UNDERGROUND TELEPHONE LINE LAND SCHEDULE: POST -DEVELOPMENT (sf) % Works Policies July 1998; Revised 30 January 2003 EXIST EXISTING SWLL SOLID WHITE LANE LINE LOIS 69,502 sf 41.9% 9. Where urban cross sections are installed, all residential driveway entrances shall conform © DUMPSTER PAD `` CABLE N to VDOT CG-9(A,B or C). FDN FOUNDATION TBA TO BE ABANDONED - OPEN SPACE A 2,327 sf 1.4% 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT PE -1. SIGN � - OPEN SPACE B 2,966 sf 1.8% standard 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage FIFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED _... I t DRAIN INLET channel when, in the opinion of VDOT, the Director of Engineering, or the Director=s TO DRAIN TC TOP OF CURB " OPEN SPACE C 29,670 sf 17.9% designee, it is deemed necessary. GTD GRADE _.._ __ __W___ STEEL GUARDRAIL DRAiN MANHOLE EN SPACED INTERIOR PRIVATE ROADS 17,479 sf 10.5% 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all residential subdivision streets. Additional clear zone may be required depending on IFIRON FOUND TS TOP OF SLOPE _ _...._ _ .. __._._.._m..___ WOOD GUARDRAIL " C PLUG OR STUB OPEN SPACE E (EXTERIOR PRIVATE ROADS) 42,091 sf 25.3% the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as IS IRON SET TYP TYPICAL =� 1,929 sf R.O.W. DEDICATIONshown T 2% on the typical pavement section detail, shall be strictly adhered to. The cross slope FLARED END SECTION TOTAL 165,964 sf {3.81 Ac.) 100% shall be maintained as shown on the plans. Exceptions will not be allowed. LA LANDSCAPE AREA UG UNDERGROUND __ _.. __.., "` - _ . ._...... _. PATH .. � 14. All required signs (stop, peed limit signs, etc. are to be furnished and eq g { op, street name, s g )"' HEADWALL installed by the developer prior to acceptance Signs and their installation shall conform "Albemarle Road Naming and Property Numbering Ordinance and Manual" LOD LiMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK - - TREE LINE to County and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs IMPERVIOUS AREAS are shown on the plans. The developer shall be responsible for maintenance of the signs LF LINEAR FEET YDS YARDS _ _ _ .-..:..__rte - FENCE - SEWER MANHOLE until the roads have been accepted into the state secondary road system. The speed limits co AREAS: sf to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LT LEFT ._ _.._____._......._-_ STONE WALL ° SEWER CLEANOUT CONCRETE WALKKING 16,737 CONCRETE WALKS: 16,105 sf speed limit is to be posted 5mph below the design speed. A th fi I lot UTILITY, _.......... PROPOSED BUILDINGS: 33,600 sf 15. Road plan approval is subject to final subdivision plat validation. Shoal a na p for this project expire prior to signing and recordation, then approval of these pians shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstruction meeting for installation training. GENERAL PLANS: conference, one week prior to the commencement of land disturbing activity, and one wee prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these pians (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control pian to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into on approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7: QOarn to 9:00prn. 15. Borrow, fill or waste activity shall be conducted in a safe.manner that maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because of slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. is. Permanent stabilization shall be Time and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-57. Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80ibs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance. Ail measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filed with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. Ail temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-2046.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TiME WORK iS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO "Fly ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK, 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITiNG UTILITIES IN CONFUCT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE, 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCA11ON OF PROJECT FEATURES iN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, iF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT 111H THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12 CONTRACTOR SHALL COORDINATE WiTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLJ110N DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 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 INITI!ATiVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER do SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. DATUM FOR ALL ELEVATIONS SHOWN iN NA110NAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTiUTY (DIAL 811 OR 1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER 'HE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. E -v W"4 CJ /vIIC I L F. NIYERS ic. No. 33028 'o 05/08/17 S10NA L '�'�Q� Bill RETAINING WALL wv TOTAL IMPERVIOUS AREA: 113,442 sf ARV AIR RELEASE VALVE MH MANHOLE 0 WATER VALVE & BOX __ ...."____. �.._..�..._"__...._... STREAM /POND WATER COURSE / r �.� BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE x V FIRE HYDRANT ASSEMBLY PARKING TABULATION FOR TOWNHOUSES: DETENTION BASIN VN REQUIRED PARKING: 2 SIPACZS PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING CO CLEANOUT RIM RIM ELEVATION i� WATER METER 42 TOWNHOUSES X 2 SPACES + 42 TOWNHOUSES X (1 SPACE/4 UNITS) = 95 PARKING SPACES REQUIRED -- - x -- SILT FENCE TOTAL PROVIDED PARKING FOR TOWNHOUSES: CTV CABLE TELEVISION SAN SANITARYO WATER WELL 42 UNITS X 2 GARAGE SPACE = 84 42 UNITS X 1 PARKING SPACE = 42 D{ DROP INLET SCC STORMWATER CONVEYANCE CHANNEL Ion PARKING SPACES PROVIDED = 126* PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULATIONS = 105* 0 I _ 12 _ CONTOUR `:` GAS VALVE *21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEiNG COUNTED TOWARDS MAXIMUM PARKING AS DIP DUCTILE IRON PIPE SD STORM ALLOWED ON BLOCK C4 PER 1/30/14 DISCUSSION WITH ALBEMARLE COUNTY PLANNING. INDEX CONTOUR o ELEC ELECTRIC STIR DRAINAGE STRUCTURE GAS METER FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE 1r� PARKING COUNT , 0 ELECTRIC MANHOLE RECREATION AREA TABULATIONS FM FORCE MAIN UP UTILITY POLE ® RECREATION AREA REQUIRED: 200 SF UNIT -> 200 x 42 UNITS = 8,400 SF a ORCROSSWALK ELECTRIC METER RECREATION AREA PROVIDED: 14,000 SF OK F&C FRAME AND COVER WL WATER LINE ACCESSIBLE CURB RAMP... I LIGHT POLE OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION F&G FRAME AND GRATE WM WATER METER son@ (HANDICAP PARKING ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED TELEPHONE MANHOLE GT GREASE TRAP WV WATER VALVE VAN -ACCESSIBLE HANDICAP PARKING TRANSFORMER PAD GV GATE VALVE 6"V 6" VALVE •4 vaN • HDPE HIGH DENSITY POLYETHYLENE i CONCRETE PAVEMENT / SIDEWALK T UTILITY POLE •inn INV INVERT I IRiPRAP GUY POLE � �w to -e t ]NEW ASPHALTr MATCHLINE CONTRACTOR'S COORDINATION RESPONSIBILITIES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ANY TiME WORK iS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR TO "Fly ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK, 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITiNG UTILITIES IN CONFUCT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE, 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCA11ON OF PROJECT FEATURES iN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, iF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT 111H THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS. 12 CONTRACTOR SHALL COORDINATE WiTH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLJ110N DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. 15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 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 INITI!ATiVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER do SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. DATUM FOR ALL ELEVATIONS SHOWN iN NA110NAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTiUTY (DIAL 811 OR 1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER 'HE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. E -v W"4 CJ /vIIC I L F. NIYERS ic. No. 33028 'o 05/08/17 S10NA L '�'�Q� INDEX 71TLE: S P SHEET NO: 2 Of 14 Bill i r i Ion 0 I E I son@ •4 • i -� • •inn � �w to -e • INDEX 71TLE: S P SHEET NO: 2 Of 14 I ** TMP 32-41 -David-P-..-& The Turner; Market dace bf-,-VAL-0 Zone: Rural TMP 32-402 Y, E '28 dlich Drive Realty, LLC X�-� Y S51 T - Zone: LI Y Use: Warehouse Y, Y, X -X Y 1X s55*36 5 0 X Y Ex. Edge of 41 Pavement _----Ex. San Sewer Easement DB 3265-73 J` D Q, ' 'Ply/ If YO FX4 e & Q b 'ov/ / / Off, 't, , , ' \ ,` \ \ t / / `,� \ \ \'`. \ \'°`\ T 32-41 k mp- T - S, LLC / / \ PWX PROPERT19"', --ZONE.�"'PD MCr -PG 2 A _DB �4-556 W / / f/ \ \ ; ; '\ '\ \ °` ` USE: VACANT AREA.' 3. 21"AC, it Qz it it / / Com D�">> \ \ ` �\ / / / / / Ex. Curb U psi/ t it '0 Laurel Park 3 Subdivision Zone: PD -MC 0, - Use: Residential X �yoO C EX CC -12 00 0-1� --- --- e j, Z Curve Table Curve Length Radius Delta Tangent Chord Chcord Bearing cl 29,82' 445.00' 35623* 14.92, 29.82' N 078*36'53' W C2 17.36' 25.00' 39'47-31- 9.05! 17.02' S 776*47*56" E C3 60.56' 417.50' 818'40* 30.33, 60.51, N 837*27'39' E C4 29.99, 19.50' 88V7'11* 18.87' 27.12' N 47*33!23* E C5 17.10' 182.50' 5-22'02' 8.55' 17.09' N (00'447* E C6 65.81' 197.50' 19'05'30* 33.21' 65.51' N 110"2829' E C7 25.04! 30.00' 47*450' 13.30' 24.32' S 656108'00, W C8 68,43' 1040.52' 3*46'05* 34.23' 68.41' S A4118'11* W C9 33.33' 20.00' 95*29'08* 22.01' 29.61' N 008*19'25' W_ CIO 266.98' 376,50' 40-37-42- 139.38' 261.42' N 77672'50' W IT, 32 76' 93'50'23- 21.39' 29-22' W Lim Table Line Direction Length Li N 3515!11* W 17.47' L2 N 831819" E 10.75' L3 S 69W46' E E Co 00 X. Q \3 N \ \ /\ \ � _�j..T01(1 �cl�*¢.w fns;%�\ � . i � \ � Hollymead Towncenter / \ \ �,_ ._ - F / \ o� \ \ Block C-4 Zone: PD MC Use: Residential s \ \ 'INC N3 "N .Ex. Purb 1p X 30 U ov ov UV SCALE: 1 = 30' TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential C in -'Q5 CC) C• E moor aM ■ • NONE • DOM. PROJECT NO:16.0119.1 INDEX TITLE: SHEET NO: 3 of 14 Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing Cl 29.82' 445.00' 3'50'23" 14.92' 29.82' N 08'36'53" W C2 17.36' 25.00' 39'47'31" 9.05' 17.02' S 764756' E C3 60.56' 417.50' 8''18'40' 34.33' 60.51' N 87'27'39' E C4 29.99' 19.50' 88.07'11' 18.87' 27.12' N 4733'23' E C5 17.10' 182.50' 572'02' 8.55 17.09' N 00'047' E C6 65.81' 197.50' 19.05'30' 33.21' 65.51' N 10.28'29' E C7 25.04' 30.00' 4748'50' 13.30' 24.32' S 66'08'00' W C8 68.43' 1040.52' 3'46'05" 34.23' 68.41' S 4118'11" W C9 33.33' 20.00' 9529'08* 22.01' 29.61' N 08'1925" W C10 266.98' 376.50' 4037'42' 139.38' 263.42' N 7622'50' W C11 3276' 20.00' 93.50'23' 21.39' 29.22' S 36 23'x7" W TMP 32-41D2 Edlich Drive Realty, LLC Zone: LI Use: Warehouse P. ACSA WATT R ESMT. 555'36' 5� 34'1���`_-~- -_ (TYP) I �3 } 2� ACSA SAN SE wR Parcel C PROP. Parcel D Owen Space Access Easement 29,670 sf 1 _ ROMP 17,479 sf J Parcel C ,l Dace v 12'9`,' "67"0 s f CV ,ter°� � �\ \ \ .yo'��� �� . e e ��,'`•��p �o�'� � �� C� S� e yn�N�PROP. ACSA e \ WATER ESMT. (TYP) \ PROP. ACSA > ` e WATER ESMT. � 4,0 a Line Table Line Direction Length Ll N 35'15'11' W 17.47' L2 N 8318'19' E 11 10.75' U S 69'58'46' E 36.89' PROP. ACSA- WATER ESMT. !(TP) 551'203 45.89' 1 Parcel D Lot 12 2,043 sf Lot 13 1,635 sf Lot 14 1, 635 sf Lot 15 1 1, 635 s Lot 16 2,082 sf 1 Lot 17 2,082 sf Lot 18 1, 635 sf Lot 19 1, 635 sf 1 Access Easement 17,479 sf f TMP 32-41 Turner, David P. & The Market Place of VA LC Zone: Rural Use: Residential TEMPORARY ROAD CONSTRUCTION EASEMENT TO BE NULL AND VOID AT SUCH 11ME THAT MEETING STREET IS EXTENDED R.O.N.Ded7ca taon �� Lot 20 1 1,385 sf 1,929 sf& 1,929 sfDc v°4 Parcel C PROP. STORMI Lot 3 1 Open Space 1 1,386 sf N, e 29,670 sf DRAIN ESMT. / Par E e y°�o��3 e ` / ! Lot 2 Access Easement \\ e "+' .� — — — — _ �/ , 1 1,446 sf 42, 091 sf $% A Lot 1 2,229 s 3f 3' f �` •y ��` .. Parcel D ... • . � ,� ,; , � ;: ,. Laurel Park Access Easement f Subdivision '17,479 sf Zone: PD -MC % �' / �p ►, D� Use: Residential / / �' \ °'� "• , ? ff� p! 6 of i PROP. ACSA WATER ESMT. E /3 -12 r ' 00 20' DRAINAGE EASEMENT DB c 3 Parcel E 3265 PG 68 (HATCHED Parcel A,. " Access Easement ...PORTION HEREBY VACATED) Open Space 42,09fmf 2,327 sf r` i Ate; it 19 Li ~ \ / - �J Hollymead Towncenter Block C-4 Zone: PD -MC / Z _ �,0� \ Use: Residential g Access e7rnent r ` _ Drain. Ea \ r" /� \ TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential 30 0 30 60 z1v SCALE: 1" = 30' >'Q, o i-�NC9 N a E ' vMc�i7� s L _ s -v Ax MIC L F. MYERS ric. No. 33028 ® 05/08J17 4 5�SS19NAL � I I Lot 11 2,451 sf Lot 10 1 !I 1,385 sf �v e Lot 9 1,385 sf 1 r � I Lot 8 1,385 sf v I PROP. ACSA WATER ESMT. 1 ( (Typ) Lot 7 1,764 sf N Cz CD rte.. C-0 f Lot 6 1,764 sf I i Lot 5 1,385 sf � k Parcel F Lot 4 R.O.N.Ded7ca taon �� Lot 20 1 1,385 sf 1,929 sf& 1,929 sfDc v°4 Parcel C PROP. STORMI Lot 3 1 Open Space 1 1,386 sf N, e 29,670 sf DRAIN ESMT. / Par E e y°�o��3 e ` / ! Lot 2 Access Easement \\ e "+' .� — — — — _ �/ , 1 1,446 sf 42, 091 sf $% A Lot 1 2,229 s 3f 3' f �` •y ��` .. Parcel D ... • . � ,� ,; , � ;: ,. Laurel Park Access Easement f Subdivision '17,479 sf Zone: PD -MC % �' / �p ►, D� Use: Residential / / �' \ °'� "• , ? ff� p! 6 of i PROP. ACSA WATER ESMT. E /3 -12 r ' 00 20' DRAINAGE EASEMENT DB c 3 Parcel E 3265 PG 68 (HATCHED Parcel A,. " Access Easement ...PORTION HEREBY VACATED) Open Space 42,09fmf 2,327 sf r` i Ate; it 19 Li ~ \ / - �J Hollymead Towncenter Block C-4 Zone: PD -MC / Z _ �,0� \ Use: Residential g Access e7rnent r ` _ Drain. Ea \ r" /� \ TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential 30 0 30 60 z1v SCALE: 1" = 30' >'Q, o i-�NC9 N a E ' vMc�i7� s L _ s -v Ax MIC L F. MYERS ric. No. 33028 ® 05/08J17 4 5�SS19NAL 111TONTIMaSN01111aft kN Fafill INDEX TITLE: I SHEET NO: 4 of 14 r 1: i a •i 111TONTIMaSN01111aft kN Fafill INDEX TITLE: I SHEET NO: 4 of 14 TMP 32-41D2 Edlich Drive Realtu, LLC 31 FACE OF 2) NOTE: GARAGE MAKE GRADIE TRANS111ONS AS NEEDED BETrWEEN RIVER T --RIVER ROCK ROCK DRIVEWAYS ACROSS PAVEMENT DUA WATER DECK POST METER AS NEEDED RIBBON CURB . N.T.S.TYPICAL DRIVEWAY ISLAND DETAIL X _ --X--- _-----^ _--X---^ X--' _v_ --X--- \ Zone: PD—MC Use: Residential ,,,TEMPORARY ROAD CONSTRUCTION EASEMENT TDBENULL AND VOID AT SUCH TIME THAT MEETING STREET IS EXTENDED V___-------- ! ~ ROADWAA TO BE | PER urrzx/EPuau PLAN r----� VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED TMP 32—tP Post Office Land Trust Zone: PD—MC NUNN Inoun Imm- Boom colon DOM. PROJECT NO:16.0119 INDEX TITLE: ;�V5 SHEET NO: 5 of 14 1 m DITCH SECTION (.Dl) Q10 = 1.24 cfs V2 = 4.15 f/s n =0.03 S = 10% dlO = 0.37' EC -2 Lining 30 0 30 60 90 SCALE:. w c. No. 33028 05/08/17 '10NAL,�� SHEET NO: 6 of 14 1 DATE: 05/08/17 DOM. PROJECT NO:l INDEX TITLE: ISO BENNO SHEET NO: 6 of 14 1 DATE: 05/08/17 DOM. PROJECT NO:l INDEX TITLE: SHEET NO: 6 of 14 1 DATE: 05/08/17 LANDSCAPE FLAN LEGEND: AF — AUTUMN BLAZE MAPLE QP — PIN OAK CK -- 'HEART THROB' KOUSA DOGWOOD TREE OR , f SITE AREA= 80 ACRES (POSTDEDICATION 15% TREE CANOPY REQUIRED= 18,295 SF TREE PY PROVIDED PROPOSED t!.t tr - 40 TOTAL TREE CANOPY = lSF NOTE: ALL SITE PLANTINGS OF TREES & SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY & ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Ar \ i y- _. ( _.m i F i i } .- __.___.. J"" ~ t" 1 -�Fm aP t♦ ... /''t.l'�-``,.�"` iEf x ;�}¢3 � # J.ti`, d - I `i _" 1 � c r �.� ' i `'�'�....7 �•ar�' ra I ;.•.:;. ` 4 � [1 `4 v l o �. '3 � j {.7>> € _ t .' 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No. 33028 05%08%17 IV � INDEX TITLE: SHEET NO: of 4 DATE:J II 1 05/08/17 i � r r .r • r i - Bosom 1 t t INDEX TITLE: SHEET NO: of 4 DATE:J II 1 05/08/17 630 625 620 615 610 605 600 595 590 585 580 p --.L:l � CZ3 --3 b- --I -3 C-4- if 11 Cn It 11 ttto CA CA cil CA ........ . ....... ................... ...... ............. ..... ..... ............... § ........ .... .. . ....... ............ .. ... ....... ............ .... ....... ......... ......... ......... 4�0 to 00 Co --- ------------ .......... ... ................... .......... ............ ........... .. ..... ........... ... ....... . ......... ........... CD F .......... .. . . ................ ............ ..... ......... ................ .......... ....... ... ... .......... . ..... ....... ..... .............. ... 1 � 1�� 1 1 ' = i1 , • ' � ' •' �I it ' .� �.,Ii�� EF' 9--- 5 C4 Sta:= 13 9. AP BUSHWOOD LANE PLAN VIEW S P 8 Horiz. Scale: 1 "=30" Vert. Scale: 1"=10" BUSHWOOD LANE Profile HO RIZ. SCALE: 1"=30' VERT, SCALE: 1"=10' CA CA tit �j �1� -b— en co �-,Z -,I 30 0 30 60 90 SCALE. 1" = 30' 10+00 11+00 12+00 13+00 14+00 ... .... ... .............. ............. ..... ........ . ....... ................... ...... ............. ..... ..... ............... -n NG --GR DE ........ .... .. . ....... ............ .. ... ....... ............ .... ....... ......... ......... ......... ............... ........................... .............. ... --- ------------ .......... ... ................... .......... ............ ........... .. ..... ........... ... ....... . ......... ........... F .......... .. . . ................ ............ ..... ......... ................ .......... ....... ... ... .......... . ..... ....... ..... .............. ... . .............. ............ ............ ..... .......... .. ... ....... .............. ............ ........... .............. . .......... ............ .. ....... ....... ......... ....... .. ... ..... . . .. .... ........... ... .............. .... ........ .. .................. ....... . ...... . .. ....... LVC..00 -- - - - ------- 10+10.00 ................ .......... . . . ......... ......... ... ...... .... .. . ............ .............. .......... ........ ...... ..... . ...... .. ....... ... ............ ... ... ... . ............................ ........... ............ . pw .......... E I. ........ .. .... . .......... . .......... . . ....... ............... . ............ ... . ...... ...... . ... . .. . ................... ............ ................ .. ... ... ......... ..... ....... ............... .................... ........... INDEX TITLE: ........... K.L. 10-00- ....... ... . ....... ................ ........ . ................ .. ... ........ .......... . ..... ........... .... . ...... ..... ...... .. ... ............. ........ .. .. VC 10 00 STA -11+50400 ............. ........... ..... ... .... ...... .... ......... . ........... .......... ........ .... ... ..... ..... . ................... ..... ....... .. rr .......... .... L. . . ......... .... ......... .... ... ............ - � 6.. ................ lw[lf4-4, 9 q .... .......... .. ...... .... .......... ... .... .. ................................ .... .... ................ ... ... .... ................. ................. .. ......... .. . ............ . ............ ........... .......................... 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V) ....... .... . ........ ............... ..... ... ... I . ........ ............ ....... .. . ... ...................... .... ........... ...... ....... .. ....... ..... ..... . ........... ..... . .. ... . .. .. ...... ... .. . ............... ................. ............. ............. .. ........... ... ........................ ... ... .... .. ... ...... .. ........ ... . ........... ........... ................... ............. . ........ .... ............ ... .. ... .. ... .. ............. .... ...... ............ .... .. ..... ............. ...... ........ ........... ............ .. ... ............ ........ .... .. ........... ........... ............ ........... ............ ................. ..... ..... .......... .. . .. ... ........................................ .............. .. .......... . ................... ........... ...... . . ........ ... 00 . .... .... .... ........... ........ ..... ........... ...... .. ....... .... ..... .. ... ... .. ... ... . .......... ........ .... ............... ..... .. ..... ......... ...... .. . ... ..... . ........... .. .......... .... ..... .... ...... ... ............ .. ........ . .. .......... .... ................. ................. .... ...... ..................... ......................... .. .......... ........ ...... ... ........... .. .. .. .................. .... .... ....................... ........... .. .. .. .......... ........... ................ ...... .... . ...... win ... ..................... .. ...... .......... .. ........... ............... .. .......... ........................ ................ ....... .............. .............. ... .................. ... ............ .... .... ... ............. ...................................... ............ -m ............. ......... . ....... . .... .. .. . .................. ........ ...... .................................... ..... ............ .... ........ . ....... ..... ...... ...... ... ......... ........... ...... ... .. ....... . ............ . ........ .. ....... .... .. .. ....................................................................... . ... . ......... ........... ............ ............. ..... ...... ....... ... ....... ....... .... ............... ......... . im . .... .......... ........... ....... ..... ...................... ... ..... ................. ..... .................... ............. ........... ........... ............ ... .... ............ ... ... ... .......... .......................... .. .. .. .. ...... ........ . .............. ....... ... ..... .......... ............. ... ... ... . ........... ............. ......... ... ... ... . .. ... .. ........ ..... ...... ............. .................. ............................. .......................... .... .. ........ .......... ... ............. ... .... ... ......... ... ......... ........................ .... ...... . ........ . .... .......... ..... ...... ......... .. ... .................................... ..... .......... .............. ......... .. .. ... ..... ........... .......... .... . . .... ................. ............ ..................... ............... . ............. . ....... ... ........ ....... .. ....................... ... .. ..... . ............. ........ ....... ........... .. . ....... .............. ............................. ..... ...... LO — L6 m In LO 00 (n ui 11 Ln CD C) 0 CD CD M to I-- --i Uj C) Ul m m U') to LO Ln to U-) 0- 10+00 11+00 12+00 13+00 14+00 645 630 640 625 635 620 630 615 625 610 620 605 615 600 610 595 605 590 600 585 595 580 590 W C -D LU GILMORE DRIVE PLAN VIEW Horiz. Scale: C=30" Vert. Scale: CW' GILMORE DRIVE Profile HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' /: °/ i ��sN /��� �52 30 -0 30 60 90 ........................... SCALE: I 30' K -LAUREL - ---------- -------- -n NG --GR DE C.0 . . .... ----- ------ --- -- --- ------------ 645 630 640 625 635 620 630 615 625 610 620 605 615 600 610 595 605 590 600 585 595 580 590 W C -D LU GILMORE DRIVE PLAN VIEW Horiz. Scale: C=30" Vert. Scale: CW' GILMORE DRIVE Profile HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' /: °/ i ��sN /��� �52 30 -0 30 60 90 ........................... SCALE: I 30' 10+00 11+00 LINE OF SIGHT SCALE: I " = 50 12+00 13+00 14+00 20' PRIVATE ACCESS & U11LITY EASEMENT 20' Curb To Curb 3.0 Typ. 9" IM BM-25.OA 1.5" SM 9,5A ROLLTOP RIBBON CURB— 2% SLOPE 2% SLOPE CURB (SEE DETAIL SHT. SP12) 6" VDOT 21A -J 'COMPACTED SUBGRADE 95% COMPACTED GILMORE DRIVE TYPICAL SECTION (PRIVATE) SP8 Not to Scale 20' PRIVATE ACCESS & UTILITY EASEMENT 20' Curb To Curb ' 3.0 -7 1.5 SM 9.5A -2" IM BM-25,OA Typ. ROLLTOP 2% SLOPE 2% SLOPE CURB* *TRANSITION TO DURASLOT SURFACE DRAIN FROM STATION 11+58 TO END OF COMPACTED SUBGRAD 6" VDOT 21A ROADWAY. SEE DETAIL 95% COMPACTED SHT. SP12. BUSHWOOD LANE TYPICAL SECTION (PRIV �SP8 Not to Scale RIBBON CURB (SEE DETAIL SHT. SP12) 645 640 635 630 625 620 615 610 305 300 595 -590 I AL T 33028 ww 05/08/17 1. ONA L ------- - ---------- -------- -n NG --GR DE . . .... ----- ------ --- -- --- ------------ LVC..00 -- - - - ------- — — ------ --i INDEX TITLE: L. . . ......... ------- ---- .... . . ...... 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BUSHWOOD LANE TYPICAL SECTION (PRIV �SP8 Not to Scale RIBBON CURB (SEE DETAIL SHT. SP12) 645 640 635 630 625 620 615 610 305 300 595 -590 I AL T 33028 ww 05/08/17 1. ONA L INDEX TITLE: Bonn INDEX TITLE: y �� v N z c Z 2 s � .. c >:- 6 6 O 0� q s O o mm ct) o d- -r 0 Q) cm Zi S c 'a E 0 c 0 1 �� 41f v i� � 1 iq � '� 4. L � -,S• 0 0 ♦� e Al V�1 . I IZ a MIC L F. MYERS 11>1 ic. No. 33028 1-6 � -, o5/oa/ ww GILMORE DRIVE SIGHT DISTANCE PROFILE (RIGHT) �sS��NAL � �'� HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' :::4 620 . . 620 1-411 - . _ . _ .... _... ...11.11 _ 1 1.11..._. ._...._ . _ _ _ ._....., ..... _...... ....... . ....._ .......... . ..._.......... . _ .._1111 ............. ..-.1.. HT OF_ . _.. ... .. 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PROJECT NO:16.0119 INDEX TITLE: s-,) 30 0 30 60 90 SHEET NO: 9 of 14 SCALE: 1" = 30' DATE: 05 ozz 62C 61 � 61( 60� 60( 59� 59( 58! 58( BUSHWOOD WATERLINE PROFILE 11 SP9 Horiz. Scale: 1"=30" Vert. Scale: 1"=10" 625 620 615 610 605 600 595 590 585 580 64( 6 3! 63( 6 2! 62( 61! 61( 60! 60( 59! EX1 Z A w . .... ... ............... ....... ... ...... .................... OD E 640 .......... .... .. .. ... .... . . ...... ............. . ....... . :2�. , Z---------- A�j m ... = * , -iz - .......... Q, .......... m.... ...... ....... ..... ... .................. """ ........... - a ............... .. . .. .. . ..... 0 ............ .... .. .. .. ..... ..... ui c .......... T ... ... .... 0 . ..... 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EXISTING ,RADE,..... .. .................. .... 615 ....... . / / ..... . ..... ............. ......................... .......... ...... .... ............ ..... ......... .. fl,,6,� _4_ -4 J. :7/ ......................... 615 .............. . .... .................. ---- ---- -- ......... ... . ..... ........ . ........ .. . . .. ... ......................... ------ .. ... .. .... . ............. ....... ........... ........ ........ ............... EXIST114G G WE ....... ...... .......... ..... .. ..... .. ............ ........ ..... .. .. ................ ....................... ........................ ........... .......... .. . ....... .. ..... . ...... ......... ... .......... ................... ......... .. ............. ............. - - - - - - - - - - - - - - .... ...... .... St-atio n,r='� �4* T7 --.-4C- ............... ............. .... .. . ... .. ....... .. ...... .................... . ............ ....... ....... ............ ...... ........... . )75, P ROPUSED PROPOSED, !GRADE, ............. .................. ......... ... ........... .................. .. . ..... .... .. .. . ....... ............ . ..... .......... ...... ........ .... .......... .... ......... ... ................ . ............ . .......... ...... .. .. ................. . .......... - - - - - - - -------- ------ 610 -E-L.E-.V—=- -5,85 -2-0-E --- -- -- .... .. ..... .. .. ..... ... ........... ------- .............. .. ............. ........... . . . . . .. . .......... ... ....... .............. .... ...... ... ..... ..... . ..... .. 610 EXIS' 'RA -15' .. .... ..... ...... ...... ....... .. ... .. ............... ................ . .. .. . ... .... .. .. ....... ... .. ...... .............. ..... .. ................ .... . . .. .......... -XIST .......... ................ ........ .. ........... ... .......... . .............. .. ............... &.`�f 6f inn '11 D-pl F ?4' ........ ..... .. ... ....... ..... ..... ....... .... .... . ............. . . . . ........ ............... ................ .. ...... ... . ... .. I ........... ............... .. .. ...... .............. .... .................... ........ .. . .......... .................. ............. .... ........................... ....... .. .. . ......... .... .......... .... ... ............ ............ ... ....................... .......... ........... ............... . . ......... .. . ... ....... .... .......... ..... .. ...... .... ..... ........... ......... ......... .................... .......... ........... .... ...... .. .. .... ........ .. ... .. ...... ......... ........... .................. . .. . ............... . ........... - ........ ...... .. ELEV�� 15913.9 7 3- — ........... ........... ....... .. .. ... ....... ........... . ................. . .. ... ............ ............. ......... . ................... ................ .. . . ...... .... ... ....... .......... .... - ...... ............. .. ........ .... 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EL EV 595;758 .. . ........ . ........ . ..... .... ... .. ...... .. .. .... ... .... . ... ......... ... .......... ..... .... .. .. ......... ............. .......... ... ............. ....... ....... ...... .... ........... . ... . ........ 600 .. ... .......... ..... ....... ........................ ..... - - - ------ .... .. .... ..... . ... . .... .. . . . .............. ... ....... .......... . .......... 1PROPOSE 5,2 m ............. .......... .. ... .......... ......... . ... .... .... ... .................. ........... ........... . .......... ... . .................... ............. 600 . . . . . . . . . . . . . . . .. ..... ..... ........ ... ... ......... ... .......... a t I on 1 4+ u ............ .......... . ........... .............. ........ .. . ....... .......... ... ... ....... .. ... ....... ............ .. ........ . . - .......... - .............. .......... ..... ..... .......... . .... .... ........................... ... ... ... .......... ............................ ... . ... ..... .. . ... .. . .......... -- - -------- - .......... . . ...... . ..... 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T ... ... .... 0 . ..... ... ......... ............ ......... . . ... . ...... ........... ..... . .... ............ ... .......... ... . ...... .. . . . 1 ........... m, ....................... m ... ..................... .... ............... .......... ........... ........... ..... . 04 .. ... .............. .. . ..... ..... . .. . . ........ . ...... .......... ............. .................. .......... ............. ... ............ ci = ... .... ...... .......... .......... ....... .... ............ .. . . ....... ..... . ..... ..... .............. - LO 635 .......... . . ... ....... . ....... 7- ..... ... .... ... I A P P EXISTING ... ....... ....... .............. ........... 635 ............ .... ................... . .... ................ ................. .. ............. ...... ........... ...... .... ... ... ................... ... . . .... ........... .. .. ............. .. . ...................... ........... .............. .. .. ....... ... ... ............ . .. ............. ........... ........ ... ... ..... .. .......... .. .. ... .. ... ................. .............. ........... ............ . ................... ....... ........... ... .. ...... .............. . ...... ... ... ............ .... ... .. ........... ..... ......... .. ... .... . .............. ........... ...... .... .. ...... ..... . ............ ............ .......... ........ .............. ...... ..... .. ............. ... ...... ................. .......... . .... ............... .. ..... . ........ .... . .......... .... ...... ....... .. ....... ...... . .............. .......... ............... ............. .. .. ....... .... ...... .. 14 ............... .......... . ........ .. 630 AD .. ........... ... .... .. ... ........ ... ..... ..... .. .... . ..... .......... ............... .................. ... . . ................... . . .................. . ................ ................. co> . ... ...... . . .... ... ........ ... . ....... . . ........ .... ..... . ... ........ . ..... ......... ...... . .. . ................ .... ......... ..... .. .......... ..... ........ 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U13 f . 620 --.1--1--- - .. . . . . ............. .... .............. ... ...... ....... .......... .. . ........... . . ... ......... . ..... . ... ...... .. ...... .. .. ..................... ........... ............. ............ .. ...... ...... .............. ... .. ............ ... ............. ........... ....... . .... U5 , ........... ................ ... ....... ..... ....... ........ ............ .... .. ... ...... ... ......... ...... .... ... ................ ................ ......... ......... ........... .......... ......... .. ..... . ........... ...... .. ... ... . . ................. ........... . .............. . ......... ...... ...... ... . ..... ............. . .... . ......... ...... ..... ............ ................ .. . .............. .......... . . . ..... .... . ... .... .. ...... .. - .......... .............. .... ... .... ... .......... ............... . ................ ............. ............ . . .......... .......... ............. - ........... .......... ................. ... ....... .. .... ...... .... . ... . ... ..... .......... .. ............. .................. ..................... ... ..... ...... ... ... ....... .. ..... ..... ..... ... ..... .. ......... ........... ............ .. ........... EXISTING ,RADE,..... .. .................. .... 615 ....... . / / ..... . ..... ............. ......................... .......... ...... .... ............ .............. . ...... ............................ ... ............ ... .. ......................... 615 .............. . .... .................. .............. ......... ... . ..... ........ . ........ .. . . .. ... ......................... ............. .. ... .. .... . ............. ....... ........... ........ ........ ............... EXIST114G G WE ....... ...... .......... ..... .. ..... .. ............ ........ ..... .. .. ................ ....................... ........................ ........... .......... .. . ....... .. ..... . ...... ......... ... .......... ................... ......... .. ............. ............. .... ...... .... ........ ...... ....... .......... ..... ............... ............. .... .. . ... .. ....... .. ...... .................... . ............ ....... ....... ............ ...... ........... . ........... - PROPOSED, !GRADE, ............. .................. ......... ... ........... .................. .. . ..... .... .. .. . ....... ............ . ..... .......... ...... ........ .... .......... .... ......... ... ................ . ............ . .......... ...... .. .. ................. . .......... ............ ......... ..... ........... .. 610 ....... ... ............... .......... .......... . ..... ..... .... .. ..... .. ............ . .................... ........... ............. ........... . . . . . .. . .......... ... ....... .............. .... ...... ... ..... ..... . ..... .. 610 15 S TOR M .. .... ..... ...... ...... .. ...... ... .......... ................. .. ... .. ............... ................ . .. .. . ... .... .. .. ....... ... .. ...... .............. ..... .. ................ .... .......... ................ ........ .. ........... ... .......... . .............. .. ............... &.`�f 6f inn '11 D-pl F ?4' ........ ..... .. ... ....... ..... ..... ....... .... .... . ............. . . . . ........ ............... ................ .. ...... ... . ... .. I ........... ............... .. .. ...... .............. .... .................... ........ .. . .......... .................. ............. .... ........................... ....... .. .. . ......... .... .......... .... ... ............ ............ ... ....................... .......... ........... ............... . . ......... .. . ... ....... .... .......... ..... .. ...... .... ..... ........... ......... ......... .................... .......... ........... .... ...... .. .. .... ........ .. ... .. ...... ......... ........... .................. . .. . ............... . ........... - ........ ...... .. ELEV�� 15913.9 7 3- — ........... ........... ....... .. .. ... ....... ........... . ................. . .. ... ............ ............. ......... . ................... ................ .. . . ...... .... ... ....... .......... .... - ...... ............. .. ........ .... ... ... ............ PROPOSED GRADE 605 . ... . .................. ..................... ... .. ... ............. .. ....... ... ......... .... ................. nin . . . . ... . . . .......... - . ................................. ...... .... ........... ........ ..... .......... .......................................... .... ... ........................... - .. ............... .. ........... . .... .. - ........... . 15"' STOEM ... ........... .................. .. .............. ..... . ....... . ....... .. ............. 605 ..... ......... . . ......................... .. ........ - .......... ........... . .. ........... .. ........ .......... . ........ ............. ........ ....... ............... . ... ......... ............ ................ .. .... ..... ..... ...... ..... ........... .......... .......... ....... ............... . ....... ........ .......... ......... ......... .......... .............. ............ ............. . ........... ... .. . . . ... ......... ....................... . .... . ...... ..... .......... .. ... .. ............. ............ ... .. ...... .. .. .......... ............ . ............ ............. . .. ... ... ... . ................. .. . ....... ..... .................. - ..... .... .. ......... ....... .... ......... .. ............. ........... ................... .... .. ... EL EV 595;758 .. . ........ ............. .......... ................. .... ... .. ...... .. .. .... ... .... . ... ......... ... .......... ..... .... .. .. ......... ............. .......... ... ............. ....... ....... ...... .... ........... . ... . ........ 600 ..... ....... ........................ ..... - - - ------ .... .. .... ..... . ... . .... .. . . . .............. ... ....... .......... . .......... 1PROPOSE 5,2 m ............. .......... .. ... .......... ......... . ... .... .... ... .................. ........... ........... . .......... ... . .................... ............. 600 . . . . . . . . . . . . . . . .. ..... ..... ........ ... ... ......... ... ............ .......... . ........... .............. ........ .. . ....... .......... ... ... ....... .. ... ....... ............ .. ........ . . - .......... - .............. .......... ..... ..... .......... . .... .... ........................... ... ... ... .......... ............................ ... . ... ..... .......... . . ...... . ..... S ........ .. .. . ..... .... .............. .. .......... ................ .......... . ...... ..... ............. ........... ....................... ..... ..... ... .. . .. ........... ........ ............ . . . ..... ...... .... ................ .................... .................... ................... .. .......... . . ... ........ .............. .......... . . . . . . . . . . . . . . . . . .... ... ............ .. ..... .. ...... ............ 3Sr.r Min ....... ... ...... .................... 595 ............ ......... .... -EXISTING GRADE, ,R G E .. .. ...... .. . .......... ................ ........... ....... . .......... ....... .... . .......... ............. - ... ....... 151% ........... .......... ................... ............ .. ...... ... ......... .. .......... ............ ............... .. .. ...... 595 ... .. ...... J ...... .... .. ........... .................. ....... ........... ................ ............ ... ....... ... ....... ............ . . .. .............. ....... ... ... .. . . . . . . . . . . 'M §Fj� 26 0 U-) C-4 �o ......... .. ................. .... ....... .... . ......... .... ......... .. .......... .... ...... - .... ....... ...... ......... ............ .................. ....... ............ ... ... .... ......... ...... ........ .. ......... ... ........... ............ ....... - . . ..... ..... .......... ........... ................... 65'. T---87 P.04C S 00 .... . ............. . .............. .. ........... ... .......... ........... .......... ... ....... .... + 590 Q + ..... ... . . 7777 + b vv E + + .......... .. ........... C-4 + + ... .... ...... .... ..... ......... . ... .......... .... .. ..... ... .... . ........ CD A .............. C> + 590 .. ........ ..... . ....... .... ....... . . ..... ... ..... ........... .......... =1 1+27., C+ ............ ..... ..... . .. .... .. ..... ..... ... .............. ............... ...... ... .......... ...................... ........... .......... .................... ........ .. ................... ....... ....... .. ................. ............ .. .. ........ .. .. . .......... . . . . . . . . . . . . e-V ... ........... 5,87-4-5 ... .......... ...... ... .. ............... .. . .................... .......... ... - . ................ . . ...... ... .. . ........ ..... .. ........ . .... . ........ .. ... ..... ....... .... .. .. ... ... . ... . ... ... .. ........... . ...... . ..... ...... ...... ..... ......... .... ... .. ... ... ... . . . . . . . . . .... .. .... ............. ............. ....... . .... .............. - ............... ......... .. < . . . . . . . . . . . ... ... ............... .. ........... < 585 Cn .......... .... ... .... .. ... .... ........... ........ ..... ........ ... . ........... ...... ..... . ..... .... . .. .............. V) -(n, .. .. ..... .. ......... .. ........ .... ......... . .. ....... .... ....... ....... ... .......... .. .. .. .................. .......... ........... .... .. ................... . ........ .... . - U) 1585 ................. .......... ... ...................... ................... . -�180 10+00 ................. :.-Y 11+00 ........ .......... . ....... ............ .......... ............ ..................... ......... ... . ......... ..... ............................ ....... .................. .................... .... ...... ... ......... ... .......... .......... .... ... ... .......... .. .... . ..... ..... 12+00 ........ ................. .... .... .......... ..... ...... ... . ....... 13+00 134 (-2 '� GILMORE WATERLINE PROFILE IZI/I Hortz-SIcale: C=30" Ve . ca Vert. Scale: C=10" SANITARY SEWER PROFILE (E E Horiz ' Scale: C=30" Vert. Scale: 1"=10" 61( 6 0,' 60( 5 9 tl 59( 5 8! 58( 57! 57( 56! 9 4 STORM SEWER PROFILE (2 EX1 --....1-111.1 .. . .... ... . . .... 1. SP9 H o r i z S c a I e : 1 =3 0 Vert. Scale: 1 " = 10 " 610 605 600 595 590 585 580 575 570 565 75 62( 61 ' 61( 60! 60( 59" 59( 5 8! 58( 5 7! 9 STORM SEWER PROFILE (EX3 - > EX2) Horiz. EX1 V=30" A Vert. Scale: OB OC OD E 640 C E C -2 Cf) Cf) 640 -iz .......... ............... ......... ... ... .. .. ...... .......... ......... . .......... .......... ............... . ..... .................. ....... ... ....... .... ........ .. ....... .... . . ..................... ........ ..... .. ........ .. .. ... ... .. . ........ .... ....... ... .. .......... .......... . .. .............. ..... ........ .. . . ....... .. ... ......... .. .. . .......... . ....... ........ . . . ......... . . ... .. ............ ...... ......... .................. .. .. . ........... . C) ............ .... .. .. .. ..... ..... ui c .......... T C�j . . ......... ... ............ . ..... ........ ......... . . ......... ..... .... .. . .... .... . .. . ........... ........... ..... ..... . . .. ......... . .. .. ...... .. ..... ......... ... ... ......... . ... ....... .. .. .... ... ............ ............ ... . . .......... ... .. .............. ........... ...... ... .......... ... . ...... .. . . . 1 . ......... ............... .......... ........... ........... ..... . ............ .. ... .............. .. . ..... ..... . .. . . ........ . ...... .......... ............. .................. .......... ............. ... ............ ci = ... .... ...... .......... .......... ....... .... ............ .. . ........................... - .............. .......... 635 .......... ..... ... .... ... I A P P EXISTING ... ....... ....... .............. ........... 635 ............ .... ................... . .... ................ ................. .. ............. ...... ........... ...... .... ... ... ................... ... . . .... ........... .. .. ............. .. . ...................... ........... .............. .. .. ....... ... ... ............ . .. ............. ........... ........ ... ... ..... .. .......... .. .. ... .. ... ................. .............. ........... ............ . ................... ....... ........... ... .. ...... .............. . ...... ... ... ............ .... ... .. ........... ..... ......... .. ..... ............... ...... - ............... ........... ............ ............ .......... ........ .............. ...... ..... .. ............. ... ...... ................. .......... . .... ............... .. ..... . ........ .... . .......... .... ...... ....... .. ....... ...... . .............. .......... ............... ............. .. .. ....... .... ...... .. 14 ............... .......... . ........ .. 630 ............. . ..... .......... ............... .................. ... . . ................... . . .................. . ........... ..... .............. ... .. .. .. .. ........... ........... . ... ...... . . .... ... ........ ... . ....... . . ........ .... ..... . ... ........ ................. .. . ................ .... ......... ..... .. .......... ..... ........ C> 630 .......... ................ .................... ............... .. ... ....... ........... ... ...... ........ . . ..... - ... .. .. .............. ........ ... .. ............. .......... .............. ............. . .. - . ..... .. ...... .. ... ... ... .. . .... ...... - .......... .............. ........... ... . ... .. ...... ..... ... .... .......... ............... .. ....... .... ... ... .... ... ......... ........... ..... ..... .. ... .. ...... ........ .. ..... ..... . ............ . ... .... ............... ............. ............. .... ... ... . ............ .... ..... ... ..... ... .... ... .......... ... .... ..... .. .. .. ........... .. ..... ... ............... .. ...... . . ... .. .. . ... ..... ....... .. ... ..... ....... ....... .......... ........... . ... . ....... ... ....... .... . . ... . ... ............... ... ...... ............. .. ... ... ...... . . ...... . ....... .. . ........ . ..... .. ................... ... ..... ... ........... . ...... . ..... .. ..... ........ .. .. ....... .. ................ .......................... 1625 625 ....................... .............. .... ... ......... .. .... .... ... ................... ............. ................ . ....... ............ ............. .. .. .... .. .... .... ... ... .... .... .......... .. ... .. .... ............ ..... .............. .................... ................. .. ........ ... ........ ........... ............ ...... .... .. .... .. ........ .... ............ .. ........ ........ ...... ..... ....... ......... .............. ........... .......... ....... .... ............... .. .............. .. ......... .. . ... .. .... ..... ... .. ... . ............. ..... . ... .. .. .... ...... ... .. .. ..... ... .... ........ .. ... ......... ... .......... ... ................. .... ... ................ .. ........ ..... ........... ..................... ........ ..... . .. .............. . .. . ..... ..... ....... ... . ......... . ............. .................. ........ ... ........ ... .. .... ............. ... .... ......... ......... ....... .... - .... ...... ... ............... ...... .......... ............ ... ..... .... ........ .......... .......... ... ... ........ . . ............... ......... ........... . ............. ........ ............. ... .. ..... ...... �1.111.1.��.I.I.I.I.�.�,��..�,.�ll.I ......... ...... ..... .... .... ....... ..... .. ........ . ............. ....... ... ...... .. ....... ............ ... .. ........ . ... ............ .. .......... .. .......... ............. ..... . . ... . ....... ... . ........ ...... ...... ........... .. .. ... . ..................................... . .............. .. .... . ...... ....... ..... .................. ........... ... . ........... - ... .... ....... ... . .. ..... .... ...... .. ... ...... ......... . f 620 .... .............. ... ...... ....... .......... .. . ........... . . .......... .. ......... . .. .. ..................... ........... . ... . ... ........... . .... .................... .................... ........... ...... ...... .............. ... .. ............ .................... 620 ..... .......... .. .. ........... .............. ..... ....... ........ ............ ........ .. ................... .... ......... ................ ......... ......... ........... .......... ......... .. ..... . ........... .............. . ......... ...... ...... ... . ......... ...... ..... ............ ................ .. . .............. .......... . . . ..... .... . ... .... .. ...... .. - .......... .............. .... ... .... ... .......... ............... . ................ ............. ............ . . .......... .......... ............. - ........... .......... ................. ... ....... .. .... ...... .... . ... . ... ..... .......... .. ............. .................. ..................... ... ..... ...... ... ... ....... .. ..... ..... .. ......... ........... ............ .. ................ ..... ... ... .. ........ ... .. .......... ............... ...... ........... .... . . ....... ....... ................................. ................ .............. ............. .. .................. .... 615 ..... . ..... ............. ......................... .......... ...... .... ............ .............. . ...... ............................ ... ............ ... .. ......................... 615 .............. . .. ....... . ... .. .......... ...... ...... ...... ..... ................ .. .. ... .. .... . ............. ....... ........... ........ ........ ............... EXIST114G G WE ....... ...... ..... .. ..... .. ............ ........ ..... .. .. ................ ....................... ........................ ........... .......... .. . ....... .. ..... . ...... ......... ... .......... ................... ......... .. ............. ............. ... ... ... . .... .................... ................. ..... ... ........ . .... .. ... .. ... .......... . . ............... ............. .... .. . .... . . . ............. ............ ...... . ...... .................... . ............ ....... ....... ...... ........... . ........... - PROPOSED, !GRADE, ............. .................. ......... ... ........... .................. .. . ..... .... .. .. . ....... ............ . ..... .......... ...... ........ .... .... ......... ... ................ . ............ . .......... ................. . .......... ............ ......... ..... ........... .. 610 ....... ... ............... .......... .......... . ..... ..... .... .. ..... .. ............ . .................... ........... ............. ........... . . . . . .. . .......... ... ....... .............. .... ...... ... ..... ..... . ..... .. 610 ...... ...... .. ...... ... .......... ................. .. ... .. ............... ................ . .. .. . ... .... .. .. ....... .. ........ .. ........... ... .......... . .............. .. ............... ... ......... ....... ......... .... .... ........ ........ ..... .. ... ....... ..... ..... ....... .... .... . ............. . . . . ........ ............... ................ ..... . ... .. I ........... ............... .. .. ...... .............. .... .................... ........ .. . .......... .................. ............. .... ........................... ....... .. .. . . . ........... ..... .... .......... .... ... ............ ............ ... ....................... .......... ........... ............... . . ......... .. . ... ....... .... .......... ..... .. ...... .... ..... ........... ......... ......... .................... .......... ........... .... ...... .. .. .... ........ .. ... .. ...... ......... ........... .................. . .. . ............... . ........... - ........ ...... .. ...... .... .............. ... ..................... ............ ...... .. . ... .. ........... - . ......... .. ............... .... ....... ............ ... .. ...................... ................... .............. ... ........ - ...................... .. ............ ... ...... ..... . .... ...... ........... ........... ....... .. .. ... ....... ........... . ................. . .. ... ............ ............. ......... . ................... ................ .. . . ...... .... ... ....... .......... .... - ...... ............. .. ........ .... ... ... ............ .......... 605 . ... . .................. ..................... ... .. ... ............. .. ....... ... ......... .... ................. ... ....... ........... ......... ................... .... .. ................. ......... ................ .......... - . ................................. ...... .... ........... ........ ..... .......... .......................................... .... ... ........................... - .. ............... .. ........... . .... .. - ........... . 15"' STOEM .................. .. .............. ..... .......... 47% ............. 605 . ....... ...... . ......................... .. ........ - .......... ........... . .. ........... .. ........ .......... . ........ ............. ........ ....... ............... . ... ......... ............ ................ .. .... ..... ..... ...... ..... ........... .......... .......... ....... s t,oflon=14+97:5 3 .......... ......... ......... .......... .............. ............ ............. ...... ..... .......... .. ... .. ............. ............ ... .. ...... .. .. .......... ............ . ............ ............. . .. ... ... ... . ................. .. . ....... ..... .................. - ..... .... .. ......... ....... .... ......... .. ............. ........... ................... .... .. ... EL EV 595;758 .. . ........ ............. .......... ................. .... ... .. ...... .. .. .... ... .... . ... ......... ... .......... ..... .... .. .. ......... ............. .......... ... ............. ....... ....... ...... .... ........... 600 ..... ....... ........................ ..... - - - ------ .... .. .... ..... . ... . .... .. . . . .............. ... ....... .......... . .......... 1PROPOSE ............. .......... .. ... .......... ......... . ... .... .... ... .................. ........... ........... . .......... ... . .................... ............. 600 .. ..... ..... ........ ... ... ......... ... ............ .......... . ........... .............. ........ .. . ....... .......... ... ... ....... .. ... ....... ............ .. ........ . . - .......... - .............. .......... ..... ..... .......... . .... .... ........................... ... ... ... .......... ............................ ... . ... ..... .......... . . ...... . ..... ........ .. .. . ..... .... .............. .. .......... ................ .......... . ...... ..... ............. ........... ....................... ..... ..... ... .. . .. ........... ........ ............ . . . ..... ...... .... ................ .................... .................... ................... .. .......... . . ... ........ .............. .......... ..... ..... . ........... ... .. ...... .......... ...... . .... ... ............ .. ..... .. ...... ............ ....... ... ...... .................... 595 ............ ......... .... -EXISTING GRADE, ,R G E .. .. ...... .. . .......... ................ ........... ....... . .......... ....... .... . .......... ............. - ... ....... 151% ........... .......... ................... ............ .. ...... ... ......... .. .......... ............ ............... .. .. ...... 595 ...... .... .. ........... .................. ....... ........... ................ ............ ... ....... ... ....... ............ . . .. .............. ....... ... ... .. ........ ...... .. .... . .... .. ...... ......... ... .......... . ............ .. . ........ ... . ..... . - ................... .. ............... ............ §Fj� 26 0 .................. ......... .. ................. .... ....... .... . ......... .... ......... .. .......... .... ...... - .... ....... ...... ......... ............ .................. ....... ............ ... ... .... ......... ...... ........ .. ......... ... ........... ............ ....... - . . ..... ..... .......... ........... ................... 65'. T---87 P.04C S ............... .... . ............. . .............. .. ........... ... .......... ........... .......... ... ....... .... 590 ..... ... . . 7777 b vv E ...... .............. pVG g* 26 2, .......... .. ........... ............ .. ............. ...... ....... ....... ........... ... .... ...... .... ..... ......... . ... .......... .... .. ..... ... .... . ........ .............. 590 .. ........ ..... . ....... .... ....... . . ..... ... ..... ........... .......... =1 1+27., ............ ..... ..... . .. .... .. ..... ..... ... .............. ............... ...... ... .......... ...................... ........... .......... .................... ........ .. ................... ....... ....... .. ................. ............ .. .. ........ .. .. ............ e-V ... ........... 5,87-4-5 ... .......... ...... ... .. ............... .. . .................... .......... ... - . ................ . . ...... ... .. . ........ ..... .. ........ . .... . ........ .. ... ..... ....... .... .. .. ... ... . ... . ... ... .. ........... . ...... . ..... ...... ...... ..... ......... .... ... .... .. .... ............. ............. ....... . .... .............. - ............... ......... .. ........... .. ............ .. ...... ........ .... .. .... ........... ........... .............. - ................... .......... .. ............ ............. .. ... ... ... ... ... ............... .. 585 .......... .... ... .... .. ... .... ........... ........ ..... ........ ... . ........... ...... ..... . ..... .... . .. .............. ................ .. .. ..... .. ......... .. ........ .... ......... . .. ....... .... ....... ....... ... .......... .. .. .. .................. .......... ........... .... .. ................... . ........ .... . - 1585 ................. .......... ... ...................... ................... . ................. :.-Y ........ .......... . ....... ............ .......... ............ ..................... ......... ... . ......... ..... ............................ ....... .................. .................... .... ...... ... ......... ... .......... .......... .... ... ... .......... .. .... . ..... ..... ............ .......... - ..... .................... - . ..... - ..... ...... .... .. ... .............. ........ ................. .... .... .......... ..... ...... ... . ....... ............. ... ... ............. . ... ........... .......................... . ........... ............. -11.1-1-1- ............. ............. ............ .... .. ... ........ . .. .................. - .......... .............. STORM .................... ..... . ....... . ........ .... . ........... ...... ... .......... ....... .... ... - .... . ...... ... ... ......... ... ...... .......... ........ .. ............ . . ..... ... ....... .. ..... . ..... .... ... ............... ... ...... ... ......... ............................... . ........ . . .. ........ .. ... ... ..... ....................... ... .. ........ .......... .. ............. . - ------- .......... .............. 580 Ai .5g st tib �=11+4418 ....... .. .. ............... . - ... ...... .... ........... .. ... ...... ............ ... ........... ...... ......... ............... ............ .......... ... . . . ................. .......... ................. ........ ..... ... .. .. ................. .......... ................. ..... ............. 580 .......... -elev .......... . ..... . ....... .. . .... .. ........ ..... ...... .. .. .. ......... .......... .......... ............. ...... .................... ....... ... . ..... ........... ................ ... ......... ........ - ................... .......... .. ............. .. ... ... ............ .... ... . ..... ......... ......... .. ............ ....... .. ......... 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V) > > 3; < YN > V) ..... . ... ..... ... ......... . ... .. ... ..... ... ....... ........... ........... .. ........ V) >......... z 555 9 t� �+o 0 11+-00 12+00 13+00 14+00 15+00 16+00 17+ 00 17475 SANITARY SEWER PROFILE (E E Horiz ' Scale: C=30" Vert. Scale: 1"=10" 61( 6 0,' 60( 5 9 tl 59( 5 8! 58( 57! 57( 56! 9 4 STORM SEWER PROFILE (2 EX1 --....1-111.1 .. . .... ... . . .... 1. SP9 H o r i z S c a I e : 1 =3 0 Vert. Scale: 1 " = 10 " 610 605 600 595 590 585 580 575 570 565 75 62( 61 ' 61( 60! 60( 59" 59( 5 8! 58( 5 7! 9 STORM SEWER PROFILE (EX3 - > EX2) Horiz. Scale: V=30" Vert. Scale: C=10" 620 615 610 605 600 595 590 585 580 575 75 62 62 61 61 60� 601 59� 59, 58� 58, 5 7! 9 Horiz. Scale: C=30" Vert. Scale: 1"=10" 540 535 630 525 620 615 510 505 Soo 595 590 50 wma -, :�: -E-- e E C E C -2 Cf) Cf) 0 -iz E ui c 0 wma DATE: 05/08/17 DOM. PROJECT NO: 1 iDU 1 Al� INDEX TITLE: t SHEET NO: 10 of 14 Boom Immoss DATE: 05/08/17 DOM. PROJECT NO: 1 iDU 1 Al� INDEX TITLE: t SHEET NO: 10 of 14 DATE: 05/08/17 Line Inlet DnStm Drng Runoff Incr Tc i Flow Known Invert Invert Line Line Line Capac Vel Pipe No, ID Ln No Area Coeff CxA Coeff Inlet Rate Q Up Dn Length Slope Size Full Ave Travel Depth Spread (ac) (C) (min) (min) (in/hr) (r -f S) (cfS) 00 (ft) 00 00 (in) (cfs) (ft1s) I (min) 1 4 Outfall 0.07 0.64 0.04 5.3 7.24 3.14 0.00 599.18 594.40 112.714 4.24 15 14.41 6.80 0.73 2 E303 1 0,54 0.73 0.39 5.0 7.24 2.85 0.00 599.74 599.28 44.870 1:03 15 7.08 4.49 0.32 3 3 Outfall 0.55 0.82 0.45 5.0 7.24 3.26 0.00 596,88 594.40 99.060 2.50 15 11.07 6.07 0.62 4 1 Outfall 1.34 0.69 0.92 6.0 7.24 7.70 0.00 582.90 581.73 90.740 1.29 15 7.94 6.74 0.25 5 2 4 0.41 0.45 0.18 5.0 7.24 1.34 0.00 583.35 583.00 68.180 : 0.51 15 5.01 2.2.8 1.04 Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread (ac) (min) (in/hr) (C) (Cfs) (cfS) (cfS) (cfS) M 00 (ft/ft) (ft) (ftift) (Rift) (ft) (ft) 1 4 0,07 5.0 5.69 0.64 0.26 173 1.43 0.55 72 6.00 Curb 0.050 2.00 0.083 0.020 0.21 4.11 2 EX3 :0.54 5.0 5.69 0.73 2.24 0.00 0.52 1.73 23 6.00 Curb 4.000 2.00 0,083 0.020 0.10 1.18 3 3 0,55 5.0 5.69 0.82 2.57 OiOO 2.57 0.00 100 6.00 Curb 0.050 2.00 83.000 0.020 3.10 0.04 4 1 1,34 5.0 5.69 0.69 5.26 0.55 5.81 0.00 100 6.00 Curb Sag 2.00 0.083 0.020 0.21 7.11 5 2 0.41 5.0 5,69 0.45 1.05 0.00 1.05 0.00 100 .... Grate Sag 2.00 0.500 0.500 0.36 0.72 'X x X A /Y\ X X_ X x x S55*36'50 E 4L .34 M1641 -EDLICH D PROP, 20' ACSA SAW SEWS A T-6 T-1 ------------------ 51/ ------- - L_ - .. . . ..... . ... 'UNC.�; S, I D WALK PROP. 5�1' 0.7 DA -2 - - ----- _- .- ,- .. ,»._��,-- _-' ,% A = 0.41 -7 it co 0 L en 1+00 P C 0.45 NDP :0 6' EX1 C 13 I c 5 min 1?9, 00 Af rVe/ 1h 77- VA -1 2 03 5 1.34 �F A IV J., C 0.69 /V "J 117.0 N Cd 12 r Te 5 min 13.3 (V (�� \ N 4F .--Lot- Ao� 4 (k"X �'\V' xv - - ----- -(�y;��6i4 IO 92. p.) 0() U, q. z "s & A X10 - X "V IN '0. .1 Z - -- --- _- I 93.2 10 .3 -lot IT 0 YT' 0- 93A 18 .0 J.0 Y /�q 04,8 Lot 16,11 93. % 7U _6uy A FYP. 7A 9 3 N $ kAj io ©t 8 /U Q 94 G FT:=7611,5 94.1� :?6` Qz A\ -N "Col 9- 1 -77 t 0 o 41 0 k�_ too 610.0 1 V C? ' �\ "0 Lot 2. 95. -7 6 bro 9/E 1 A ly 1.24 r �x Al '---Uarcjge 4. Z 19. \6 3. _'A uyp \ <:�p ____ zz-608 .x I \' , . \ 7T-I�C'_' , - �i h \ I -3 DA "INV % \ ,5.� A 0.55 Lot --;�o C 0.82 609,,j T606'. 10'"" Te 5 min 0 0-0 1 Xk- 'F -L--608 607 Q VIA - Z 7 EX3 T cz)_ •-1 11 --A 0.54 A -06.3 C = 0.73 V 197, ;A\ Tc 5 min Q)' VJ 6P 6 0,5 ;Y 1A 11 13fi D Lo -97 06. 0 _VV M 5 , . 'V 00 & b Ci(v 0 0 D, Pace DA -4 D 8_ 1V Upe, \1 a e A x C = 0.64 Tc 5 min x 20 0 20 40 60 00 IN SCALE: 1 = 30 • T T. 1 1 n .. . . . .............. am ZEME-• t a i M INDEX TITLE: SHEET NO: 11 of 14 Bosom • ZEME-• t a i M INDEX TITLE: SHEET NO: 11 of 14 FACE OF. CURS INVERT LINE 3v� 1. CONCRETE TO BE OC CITY MIX CLASS A 35,00. 2. WHEI USM WITH STA ILIZ'E% OPEN-GW0 1 qN.h1ACE T LAVERS, THE Ba-ITO GF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL To THE SLOPE OF THE 7- SUB tlS Jt3 aE! AN O T'1{} THr lE T1 l or THE . 1 fi - rF ,� t PAVEMENT 3 €� NOT .LESS THAN THE THICKNESS SHOWN. 3. RQLL. TOP CURB GUTTED:MAY SE OSED: ALONG f SUBDI I'SION STREETS HA�i1 SG: A DESIGN SP 'EOE NOT BUILDER'S OPTION; AREA MAY BE f GREATER THAN 30 MPH. CONCRETE— BOTTOM OF CURB MAY I �FOLLfl € SLOPE OF SUBS BASE _ r PROADED A5 MMMUM DEFTH OF 7" IS M AJ TAINEJ): ROLL TIP U U`TE _ . NOT To SCALE 1 ROLL TOP CURB SP12 NOT TO SCALE r , aE1 LIFT NOTCH 1' t i2` R itn{ATED J x '. y t T C; ON LID �ETER 60A JTrr Y I E 5L':T " E.TE ,I=gI t OTES 07 A 1 .o/" BETE HOLE ii I4Ea (RE IPS THE L1Q:FQfi TOUCH REA0 =ETExS; T-��-IC:AL 6.IETE SES (a IV ETTER S ` TS Flu 'Ar- 7 5 TYPICAL METER BOX SP12 NOT TO SCALE -,C010 PSI X01,10, RASE BENCH �LORE°a TO FLOLIN a ('BAN EL ±tt NUN � Ic -I H f,. zi DI -3 #' i! TE FILE '16v LECQN Ec TIQ3N' -` x IQ y JTrr Y I E 5L':T " E.TE ,I=gI t OTES 07 A 1 .o/" BETE HOLE ii I4Ea (RE IPS THE L1Q:FQfi TOUCH REA0 =ETExS; T-��-IC:AL 6.IETE SES (a IV ETTER S ` TS Flu 'Ar- 7 5 TYPICAL METER BOX SP12 NOT TO SCALE -,C010 PSI X01,10, RASE BENCH �LORE°a TO FLOLIN a ('BAN EL ±tt NUN � Ic -I H f,. zi MANLIOLE WITH BRANCH TIE-IN DETAIL SP12 NOT TO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS CALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4 -FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER?*BE CONSTRUCTED PARALLEL TO THE SLOSUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2„ R OF THE VIDOT ROAD DESIGN MANUAL. A A 6" I 2'-0'• THS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION 6" CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -6 DETAIL '1' '110 SCALE THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED (PARALLEL TO THE SLOPE OF 'SUBBASE COURSES PROVIDED A IMIMMUM DEPTH OF 7" IIS MAINTAINED. V. 9/06 201.03 DI -3 {)C -:a i! TE FILE '16v LECQN Ec TIQ3N' -` HYQF?A;,LIC GEM iCE,f ALK t[)E TH-H IJ4"HE A!3Et K,' SQW, tE ?PRD'.i GENERAL NOTES' j I+f �U 3 WITH TAINLESTEEL w t ALL C NE.TiC�NS TO E -IA sD ST.'EYfXsL<--T, dtiF'.i?;, MAX THE @iEtgAREiiEfTS ,wAsiNl4¢G SUFfFFa.E AND SHALL SEL SUSWTTEG TO THE OTANVxaVL_ A.7f1 -P. EXISTING 1NIANHa LEE SHALL Sd'Efl>rsl. EDE>IGN 'E'110! FQF, 'k OLVA1. `7 -r':(P: I- w 3 Lim'L`tG 'ESF : U§£CJ f.i3d? M SE 1P£✓ U.Si4MITH A.LY. WITH H'%f FLT;u`Ta £'S€ r^. -i u^.-IN4 PERMFSIBLE C{ %TYK:TIDN .UNT WITH 'RE9ARED BARS, BE COPED ANu, A FLEX16LE FL+`.GR IS PRECAST HOLES NJ",T BE PRbVK}E:?'FOR M, EL BARS SO �.•" J5L=•1. a. IF.RAMP 7HC7 74:R §titY> FL:az Rib �13Eu fi;'A�F fsE (A.'iT IN PL:'k^ ' AFTER-=LACUtEN OF M!, C0 NE .TlCN SOT , IT u<. OG s?' ... R A 4A R f h ST t„ 3A1.6TE E 5H*LL BE GL S F-g2Ef ,T FL„v E T ? 4ELti.-0" $} {)A+!-. ,aiiE T`J HE 'liti. % 'i' :1Ati.E f ;EP{LEk TO 4;E?J?Efk FL(l Ce n dQTH SIDES OF THE prvSGt FLaCR L}-DEF�TH 1F F�&A F FLOG"-, IIN°STfiLLE0 Un.:RETF COVER, ; MAIN LINE FOU,0ITION tv,11,11ATE1, [AL � ,CK�Y i" l„4t) .ATI_., %�,TEI°�I,�L I t ITI. L A KFI T NE . a 4 STABLE SIL Rz `I f. `R� E THE TTOM F IHE TRENCH. REM,10VE ALL T-, E. TO, INSURE THE: PIPE ,��ES T RE T � I� �'��1C AN THE[ . I AST THE S §IL rR R-D`vTDE ;� " BEDDING OF # f, T t j E:, I1t4 POOOIL Lll N "SER CU T�OPM aI TI ON F9ap GL ,N]TI l 48ACKFILL STS IE ILA FILL A x TALE,.,,OIL Iro Olt K NOTE w • .?. ...1.._'.. ,p, #`4 <'r,;y C'+ - e,. : g, :. O .t"'e',Y WITHIN: '. . ALL E ALL E r. $ITHi ,Ss ..' � •`^sf .. - �. i i"<. F THE .TE. , .LI E ; 2, N1JR0,CKLam.,-rGER 11H.AN. 0 l <-::aDIMENSION SHALL EE ALLOWED A 0\ E THE INITIAL ,ACK.FILL. .THE I KITi. L 54,C FILL H LL e PL QE AMID OVP CTEI3. I N " LIFTS 4, N10 OR FROZEN,!. 'MATE IAL, OR DEBRIS SHALL UE ALLO0iF . IIsi. THE TEiI-I Fl, '5 -BELL Hrz)LIEk HALL BEUr, ()('J�T IN ALL 4 ,�E3, U TI LE I 'x ill ��` WATER I al I T, r.ILL GN BED IN'.1 :E ,A;TI . FIL., W 2 1 CONCRETE THRUST BLOCK DETAIL _ ______________ _ _ SP13 NOT TO SCALE ____.__. (4) 251iw£l DIA HOLE' s ?PIA llQLT Q IRCLE, A (Rt,- _v E FL S+ H'i ,1 k > ,�.�. �L. fY' �l+i {•'' t 'c �'4�� ski f if ^` rr/ ? ': r°m�'t«Fr�FT'q Sstsi £u5 ,".'R" {4 laA Z�, �I -r �i� PIA IaEn. _� . MET: I ] arl:vfR.Pi ] is m C IGIA 25 ri LTL SECTI� SP13 NOT TO SCALE PLUG END OF CFRVI(`F I ATFRA )UT SANITARY SEINER _SERVICE LATERAL DETAIL SP13 NOT TO SCALE `: IAETE� �ANf H AND NI—AL' WATER IyiAIN .F ,.fes. 'Ar,Fri'' ,ED E A;AL �a 0-3CFT. M0 UP ,1 3 F i -E ('Pi1INRE FILS AEU1 EN IAL EERVICES rx COAL ESL:EN"II.AL .. t '£cal x,' IEE +� I AL SERvICE L t .ESli* .i; ajl' :+TALC PFG C,WJ'UW F SOFT UPPO-1, ;# s , UA CA HT+.,i'HEt AW€s FiWILY S{E Illl mmAL SER P E t144ERE A lv RFJlr",7k •' Ykt. SINNG LE SEQVIC tl LES Nam 'RALL P[ Ul$Q'; f�Hy P'!& 01PE, fiS7lp"1m, Llp .. I . L�T�:EATf 27 _ ' METERS" " FIG'_ A1_6A 'ARIES TYPICAL SERVICE LATERAL INSTALLATION VE DOX, "—RESTRAINED JOINT FITTING115 �I,--LI1'41E 3 79' S < Lu VARIES TIH E DECD 00UPLIfRG NIPPLE or I LEE ,. PAw� NIPPLE AND C ,',' L��I?I�,.ATE. ALL THEA( THRn ST BLgCCK � e r` :METE Ip SOX SEE FIS;_ Ve_7 1. VALVE r. T c' NE N4. FITTING <; PIPE L _l.,(!� E� � Al,' Ts PAI IF.. GLADE , LL' '' ES C OR�v. 4 F , ARI PIFE — WATER !,!AIN AND ` ALVE ' ' � TH°f'.E,A SED T.�F RE SAPAE SIZE �1 L �e DEAD END `TYRE " A 7. ,. TYPICAL � L0W—CFF A`_ "'EVB=LY NTS Iti-81- BLOW OFF ASSEMBLY SP13 NOT TO SCALE s PLACE - QAL'VANIlr:E%I 'itIT"1E 3P5 " COST K ITH CA" P E � ENDS- PAINTED ILUE I€1 REtbOTE .R AI. P c A-9 ,wr[IRECTE '. AR E�, LDI,A,_n',2N KAY E 5UBJEC T lit ; T HI H1,1%,4 DE'AIPT § ENT ,A PROS AAL: HE k s E1NI E &.z a. I � —AE 4': STABLE V, LME . U ,( Vij' LI{ u �I. I`ATE 'VA:L'VE I N.4 F. VNA7E i4Z II LI I E I ,, 250,„i.. _'t: C -' IETE .,�a '°F TH��T Lw �.,� a, 0 i` 'TE I?'F REMO- AREA"sn SALVE 830tYE� AL E�TENC SI (� I�?F#iE�M Ai"Lg`�E GRADE .. . T'r r I .wz AL jj�ti TE L `S E J _ A TYPICAL GATE VALVE- S P I Y ALVESP13 NOT TO SCALE RENAll I I L ACKFILL :SHALL _. hi01T rGUNTAIN 3 or _R, ��,TEIdAL '.4IF IItEITIAL `FILL+ �a. LIFTS EMBEDMENT ' TH _ R(iUGHLY r �.�I'�' PA."TE° SPRING, LINE � I Ha,K�� ) APPROVED >�E y€F €�I E M E�HA��IIE.,AL TALII'"E L4EtlN,€ tr els REQUIRED 'h"HELI S01 CNDITIOI 5 ARE UNSTABLE �. ?:; I EN CUT II'e P'VEIN AREAS oITHIN EXI'STN �' T 5`l�H?—s F—VIS?,�€IY HALL ESE F ul�FILLEj E TIRFL`V ��;IITH { ". , STO `E 2. F I' TILE I( ? `1= Ig�-•E THE � TT I E THE 7"E =H Fi:+;LL ' E Cf AI E! A."�D - t�31��PA TE',, t",I'�`D ALL STOt" E 'REMO'VED O A 4"'I` EI3DING OF NC), , STONE ':HALL [}E PR `0=,`IDE.D r .. d t 1 }. k. HE E a:P I:a E . ",ITE ,EIS I E �.H ALL L E It c.T::LLEa HN . I_�I,�M ,� �� EDL N. ?F "i'�, ?NONE 7 YPLI S E %4!FP ` l I` E N'TS° 1=I S F. 8 � SANITARY SEWERINSTALLATION DETAIL SP13)—NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4'IM1N INITIAL BACKFILL 4'lMIN UNSTABLE 8” 8» SOIL MIN. MIN. MIN MIN co_ X68 STONE =GRANULAR FILL AS 0 APPROVED BY ACSAIN n STABLE SOIL OR ROCIZ� STABLE SOIL OR ROC NOTE 1 . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE 4 INSTALLATION & BEDDING SP13 NOT TO SCALE ND TE; H Y P R N T ,M, U ST 8 E €Of1 TH H Af'- wILLE THREADS DS Y-IIf"H I"m, .... ?I max: Q AE ;g V.ALVE 5 ; ( TEE 018111,i.� O ` C <tE 1Ta .i r 34 -wk ' s '• .E QIP THR ST; BLS. l -K A SI ST LEN,0lLLTlJf E STA LE SOIL,STEEL PILE — FRU,57RAIMPJ INT F17TINGS5 %HEi, THEa- I j I T1 I 3E ANEW A HYDRA" T I� U ATEI IN FILL, t I IT}�N Ta POURENG IDON I EfE STEEL PILE .SHALL E ViSEPY € S Ais ITl4' 4AL -SUpr; 't-' T> `NKSI TE , a T -; re F. QUKH,, ?EEi H FLE 1TH :A: EL u, � ':I EE , , F€ 'EE ASF " .�,AETE.. ,. SIL TI3;tll� t9E FRoOM THE AIS T `THE FIDE Hti"°T 1 I C L II IN . aI T HE _ FI NI' 0: ;# A: E SHALL SLOE A'�a.�,'1" Flocs.' THE FIRE Hii ' ANT THE KATE VALVE I� ALL WE I SHQIJLL`'ER ORHEHII D THE DITCH, IT I T LLFE1 I THE 'ITCH, ti - FIDE `H sYLY ANT, SHALL 113E 1pj8TALLE03 ATUoCAlIL N S WHERE 110EER HCAES: ARE: ABOWE: 'INE I" . E��A1Ll _a �: l -,I -D ATE ELEVATt iN_ :IF 11 RE, 01RE`D TQ 5E I° WFTE+3,, THE voEE kv—LES, SHALL FE PL(A 7A EIS ASID THE WKI)RANT SHALL. ISEPUMI ED 'DRY, T'� " .:L F'IRE H Y� I� ,,=�T T A: � SE��� L�> D`ET .IL . .. ... I Cls" TYPICAL EIRE HYDRANT ASSEMBLY DETAIL T TO SCALE v c. No. 33028 ®� 05/08/17 �lps,19NAL w ■ENNEN s � i 1 A '� I I C r► NLS LIGI-ITING CALIFORNIA SITE + ARCHITECTURAL LIGHTING The beautiful and simple California Series . . . . .. . . . . . LED Pedestrian Luminaires depict not only . . . . . . . . . . the California lifestyle, but the architecture of . . ....... California as well. This ornamental piece is a delightful sight to see and a great model to illuminate any urban, rural, retail, or park, or campus setting. The different caps and shades depict different California styles and a touch of California's historic Spanish mission era. The California Series is the perfect selection to combine both design and efficiency in light performance. Designed, tooled, manufactured and assembled in the USA. STAR powER- oPTICAL SYSTEM is The Star Poweff reflector an POWtiCi excellent system which provides great --.0PItCALSYS11,,� value and performance. LED WATTAGE CHART 360 mulfamps It 33w 81W 66w 85W 630 mgltamps 2 54w 60W 102W 126-N 11. J041,, _168. SIZES SIZES S12E 2 Project Name: Type: 17) 1 4 LEDs I-Ailliamps Z, Kelvin volts Mount Color options cat v Top shade Light Dist. of CaRa ornil Sm TopI Shade I Type 2 IS (16L 3* ^51 811 OOK 120-277 Arm Mount Bronze House Side Shield 18' 0—l" (TP1 (T2) (35;) (3010ti (UNV) (AM) (BRZ) (HSS) 82 (32L) (CAL1vrTSP 1. -S) Shade 2 Type 0n1y)w 530 4000K 947-480 White Bud Spk�s (WHT) (Shads.5. (TP2) (S2) (TS) 48 (48L) (63) (40K) (HV) r�afiforwa I Topa Shade3 I Type 4 25- CWS) M) 64 (64) sber Marine Grade Finish (NOF) 650'6K : A—{SVR) (CAL -1) (T4) (7) (55K):Mount, please; phtAppell Shaded (S4)Gres" Type 5 Hunter (Pr) callo'nia 2 Atm(AA) (HON) ^0 DismMer Shade 6 (CAL -2) FSP,2 11 ,ah klotion Senior srparatrly818.k (ur,iVersalvdiage) (OLK) (FSP-8)'For 8's 8ekyl 0,1y) (FSP -20) •ror 9' to 20' Graphite 'For (FSP -40) 2l'to 40* (GPH) (s7) e Pr Surg(Oro Lector log) (Gyy ) Acrylic smus Custom (AR) LJ DOM. PROJECT NO:16.01191 INDEX TITLE: S TF SHEET NO: 14 of 14 'loons DOM. PROJECT NO:16.01191 INDEX TITLE: S TF SHEET NO: 14 of 14