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HomeMy WebLinkAboutSUB201700074 Plan - Submittal (First) Road Plan and Comps. 2017-07-130 Lj!1W I 01 a iri's a a sTal nh 0 1 $1 ES iLe L i iLli IL El !law [blobli 10 W-4 --- --- a Day 1 1 3 LAI I I du I : Wllr ran! 0 H t F MM .. ...... .. i; TM eR: xxll X: JXXX xx; Location Grand Forks WA and Laurel pa N-rf D.tq and bane 6f reA 411a/213171:2:W700 PM Edlich Drive Realty, LLC Minutes of Flov; Pipe Size (Inches) pp�ms,ary M98 Zone: LI static Pi'Lmssoeo I psi) Residual Pressure 050 80 Flow Hydrztnt 41 1,2299 Mot Pre5!iUn2 91 (Psi) 60 Test How I Flow Hydraot 02 Intot Fressum, #z (psi) Trst Flow Z Flow iiydraklt N3 Pitct Pressure ta (psi) Test Flow 3 0 rwal Estimated Flow lora] AWWA QZQCWCUIM'021 (gllm) 419 x: Block C6 6.2"1 TMP 32-41 Comments HydF�Irltopune,d A the'?W, .... .. il, AIMA! rld Use: R 'den ...... Esttr4gtM Cnn;umpt1'zn (,gal) 2 IUA Market Place of VA LC For use fc, untee 3.6"t 'To 'n Fire Flow Calculations Q(20) = 1082((90-20)A1 .541(90-80)A1 .54) Q(20) = 3096 gpm @ 20 psi Residual Pressure OK 7 T erties, LLL Zone: jD— se: Re., encial --zl� SPI Cover Sheet RP2 Notes, Abbreviations, & Legend RP3 Existing Conditions RP4 Subdivision Plan RP5 Layout Plan RP6 Grading Plan RP7 Landscape Plan RP8 Road Profiles RP9 Sight Distance Profiles RP10 Utillity Profiles RPI I Storm Sewer Drainage Areas & Calculations RP12 De -tails RP 13 ACSA Details RP14 Lighting Plan 1/.: 4 W401111 i!! III lelfilL rag Nk ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD "A W - Q :I IVA FAI ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMEN1F OF TRANSPORTATION F.11i ib IM4 DATE DATE DATE DATE DATE DATE H 0 Fa �ItEL F. MY1 No.33028 07/14/17 S 1 �OA 1/, TMP 32-41D2 Edlich Drive Realty, LLC Zone: LI Use: Warehouse .......... Sub ivision Block C6 TMP 32-41 ...... Tml:' .... .. Turner, David P. & The Use: R 'den ...... .... Market Place of VA LC 'To Zone: Rural Use: Residential 4558 PC. ar %=) ....... .... ....... Laurel Par ... 'a Private Road CIB .......... ... r 7 T erties, LLL Zone: jD— se: Re., encial --zl� SPI Cover Sheet RP2 Notes, Abbreviations, & Legend RP3 Existing Conditions RP4 Subdivision Plan RP5 Layout Plan RP6 Grading Plan RP7 Landscape Plan RP8 Road Profiles RP9 Sight Distance Profiles RP10 Utillity Profiles RPI I Storm Sewer Drainage Areas & Calculations RP12 De -tails RP 13 ACSA Details RP14 Lighting Plan 1/.: 4 W401111 i!! III lelfilL rag Nk ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD "A W - Q :I IVA FAI ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMEN1F OF TRANSPORTATION F.11i ib IM4 DATE DATE DATE DATE DATE DATE H 0 Fa �ItEL F. MY1 No.33028 07/14/17 S 1 �OA 1/, ar son am DOM. PROJECT NO:16.0119i INDEX TITLE: P I SHEET NO: I of 14 DATE: 015/08/17 GENERAL NOTES 15. Road pion approval is subject to final sub divisi AIR RELEASE VALVE ABBREVIATIONS MANHOLE BOA LEGEND PVC POLYVINYL CHLORIDE CO SITE DATA RIM RIM ELEVATION CN GENERAL SAN EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION DUCTILE IRON PIPE SD GENERAL CONSTRUCTION NOTES: ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN 0 UTILITY POLE zxx 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of ABAN ABANDON(ED) MAX MAXIMUM - WM PROPERTY LINE GT x 12b TC TOP OF CURB ELEVATION PROPERTIES, LLC GV Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM INV INVERT CLE, LANE the permit. Where any discrepancies occur the requirements of the permit shall govern. ADJACENT PROPERTY LINE : _", = 6 x 12 BC BOTTOM OF CURB ELEVATION CHA OTTES GHARLOTTESV1l LE, VA 22901 2. All materials and construction methods shall conform to current specifications and AHD AHEAD MON MONUMENT CONCRETE DEVELOPER - DEVELOPER: standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved - - - - - - VACATED PROPERTY LINE r: ; ; ; x 126 FL FLOW TINE ELEVATION erosion control plan and shall be installed prior to any clearing, grading or other APRX APPROXIMATE NIC NOT IN CONTRACT TOWN PROPERTIES, LLC construction. ___. _-- -- -- ---- EASEMENT .:' _.: yi x 12 EOP EDGE OF PAVEMENT ELEVATION 1778 HEARTHGLOW LANE 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 allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,= -.._ ._ - " v'=' - BUILDING SETBACK x 12° SPOT ELEVATION lesser slopes of 3.1 or better are to be achieved. BFE BASEMENT FLOOR ELEV OC ON CENTER LEGAL REFERENCE &SOURCE OF TITLE: DB 4556/211 SUBDIVISION INFO: DB 2904/065 6. Paved, p -rap or stabilization mat lined ditch may be required when in the opinion of the ri County Engineer, or designee, it is deemed necessary in order to stabilize a drainage = - BUILD TO LINE ":' x 12TW TOP OF WALL ELEVATION BIT BITUMINOUS OH OVERHEAD SITE AREA: 3.81 Ac. channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BK BACK PE POLYETHYLENE =. ZONING LINE :: x 126 BW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIO Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for BM BENCHMARK PERF PERFORATED << TEST PIT LOCATION BORING LOCATION SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING &DESIGN DATED: APRIL 2017 the Construction Industry (29 CFR Part 1926). LIMIT OF DISTURBANCE 10. All retaining wails are subject to separate permit approval. BS BOTTOM OF SLOPE PROP PROPOSED _ - .,,--"--.��-. FLOODPLAIN LIMIT BENCHMARK SOURCE OF TOPOGRAPHY, DOMINION ENGINEERING & DESIGN DATED: JULY 2014, FIELD VERIFIED BY ENGINEER MAY 26, 2017 GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Prior to any construction within any existing public right-of-way, including connection to CBCATCH BASIN PRVD PROVIDED , BUFFER ZONE IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X any existing road, a permit shall be obtained from the Virginia Department of --- ---- m _. _- .w.__..__ AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #5100300140D DATED FEBRUARY 4, 2005 Transportation (VDOT). This plan as drawn may not accurately reflect the requirements CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY EM of the permit. Where any discrepancies occur the requirements of the permit shall _ ---..-..--....- RMA - RESOURCE MANAGEMENT AREA ____ w.- f=: _"- UNDERDRAIN govern. CL CENTER LINE RCP REINFORCED CONCRETE PIPE BENCHMARK(5) : EXISTING SANITARY SEWER STRUCTURE IN NORTHWEST CORNER OF SITE (C-6) SSMH S-1 EL = 590.04 2. Construction inspection of all proposed roads within the development will be made by the ........ _ _____....... RPA -RESOURCE PROTECTION AREA DRAINAGE LINE *DATUM: NAVE 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. 3. All materials and construction methods shall conform to current specifications and CMP CORRUGATED METAL PiPE REQD REQUIRED ROOF DRAIN WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY standards of VDOT. All excavation for underground pipe installation must comply with - --- " - -- EDGE OF GRAVEL OSHA Standards for the Construction Industry (29 CFR Part 1926). CONC CONCRETE RET RETAIN � "� ' ° ' � � � ����_�� SEWER LINE R SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY 4. Erosion and siltation control measures shall be provided in accordance with the approved __ _.-_.____._ EDGE OF PAVEMENT erosion control plan and must be installed prior to any clearing, grading or other CY CUBIC YARDS RT RIGHT t{w ,,; _... -t, ..._..""., TRENCH DRAIN ZONE: PD -MC construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor - == STANDARD 6" CURB THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2013-0004 shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results C/C CENTER TO CENTER R/W RIGHT OF WAY ; rx..- o - - - ,...,w- " WATER LINE GROSS RESIDENTIAL DENSITY: 42 UNITS 3.81 Ac = 11.0 UNITS PER ACRE shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not :_. ,T.___ ___ . T - STANDARD 4" CURB obtainable, a revised pavement design shall be made by the design engineer and C&G CURB AND GUTTER R&D REMOVE AND DISPOSE Iwo "" " - FIRE PROTECTION LINE submitted with the test results for approval. -"- ._-„a-: _ " __._"...,_ -- .:-.- - " COMBINATION 6 CURB &GUTTER PROPOSED ADT: 294 VPD 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum DIA DIAMETER R&R REMOVE & RESET WATER SERVICE LINE 42 SFA UNITS X 7 VPD/UNIT allowable slope is 2:1 (horizontal., vertical). Where reasonably obtainable, lesser Topes of C 7 4A or better are to be achieved, 7. Surface drainage and pipe discharge must be retained within the public right-of-way or EL ELEVATION SO SIGHT DISTANCE fl% COMBINATION 4" CURB & GUTTER -" -- GAS LINE CURRENT USE: VACANT within easements prior to acceptance by VDOT. All drainage outfall easements are to be ELEV ELEVATION SQ SQUARE '. / `. , J'm f, " ...x''11/ / FIRE LANE STRIPING extended to a boundary line or a natural watercourse. The contractor shall field verify the _ "� �� OVERHEAD ELECTRIC WIRE PROPOSED USE: TOWNHOMES (42 UNITS) length of all storm drainage pipe. B. Guardrail locations are approximate. Exact length, location and approprlote end treatments ES END SECTION STA STATION MAXIMUM BUILDING HEIGHT. 35' will be field determined at the time of construction. Additional guardrail may be required at y; . BUILDING ENTRANCE'" UNDERGROUND ELECTRIC locations not shown when, in the opinion of VDOT, the Director of Engineering, or the EW END WALL SW SIDEWALK BUILD -TO -LINE, 0'-20' FROM EDGE OF SIDEWALK PER CODE OF DEVELOPMENT TABLE B Director=s designee, it is deemed necessary. When guardrail is required, It shall be installed �`° LOADING DOCK _ _._-..-= , a� _._ 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 BOLLARD "" � ' ' """-""" UNDERGROUND TELEPHONE LINE LAND SCHEDULE: POST -DEVELOPMENT {sf) % Works Policies July 1998; Revised 30 January 2003 EXIST EXISTING SWILL SOLID WHITE LANE LINE =- r 9. Where urban cross sections are installed, all residential driveway entrances shall conform LOTS 63,878 sf 38.5% to VDOT CG-9(A,B or C), 10, Where rural cross sections are installed, all residential driveway entrances shall conform FDN FOUNDATION TBA TO BE ABANDONED D❑ DUMPSTER PAD CABLE N OPEN ACE A 2,327 sf 1.4% to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED -- SIGN -` E DRAIN INLET OPEN SPACE 8 2,966 sf 1.8% channel when, in the opinion of VDOT, the Director of Engineering, or the Director --s OPEN SPACE C 32,902 sf 19.8X designee, it is deemed necessary. 12. A minimum dear zone of ten (10) feet from the edge of pavement shall be maintained on GTD GRADE TO DRAIN TC TOP OF CURB "" ` ` STEEL GUARDRAIL ° DRAIN MANHOLE OPEN SPACE D (INTERIOR PRIVATE ROADS) 17,204 sf % all residential subdivision streets. Additional clear zone may be required depending on IFIRON FOUND TS TOP OF SLOPE PLUG OR STUB OPEN SPACE E (EXTERIOR PRIVATE ROADS) 42,091 sf . 2 255.3% the category of road design. -- - - - WOOD GUARDRAIL 13: Compliance with the minimum pavement width, shoulder width and ditch sections, as IS IRON SET TYP TYPICAL _ .; R.O.W. DEDICATION (PARCEL F) 3,028 sf 1.8% shown on the typical pavement section detail, shall be strictly adhered to. The cross slope ___ r �� FLARED END SECTION shall be maintained as shown on the plans. Exceptions will not be allowed. �1 OPEN SPACE G 414 sf 0.2% 14, Ail required signs (stop, street name, speed limit signs, etc.) are to be furnished and LA LANDSCAPE AREA UG UNDERGROUND - - -" - ~ _.._ PATI ° y „� A HEADWALL OPEN SPACE H 752 installed by the developer prior to acceptance Signs and their installation shall conform sf 0.5% to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK TRETE LINE OPEN SPACE J 402 sf 0 2% and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs the YDS YARDS TOTAL are shown on the plans. The developer shall be responsible for maintenance of signs LF LINEAR FEET ~" "'~ " FENCE SEWER MANHOLE 165,964 sf (3.81 Ac.) 100% until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LT LEFT '7 s O SEWER CLEANOUT speed limit is to be posted 5mph below the design speed. I t 11d ' Sh Id th final Int t UTILITY STONE WALL on p a va i a ion. ou e p for this project expire prior to signing and recordation, then approval of these plans 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 CONSTRUCTION NOTES FOR EROSION AND SEDB ENT CONTROL PLANS: 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 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 plans (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the 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 an approved filtering device. 9. The contractor sholl 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. Ail 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 7:00am to 9:00pm. 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. 18. Permanent stabilization shall be lime 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 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 801bs/100sf. Alternatives are subject to approval by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or dogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled 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. All 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 17-207B) ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE CO CLEANOUT RIM RIM ELEVATION CN CABLE TELEVISION SAN SANITARY DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STIR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE zxx F&C FRAME AND COVER WL WATER LINE F&G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6"V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT f, 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 GUIDLELINES 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 VERIRY 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 EXISHING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES. 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED 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 LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. & 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 HATH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE DID. 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 WI1H 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 WWTH OSHA 'STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF DEMOLITION 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 U11LITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT - - - -- RETAINING WALL - ---- -- - STREAM / POND / WATER COURSE DETENTION BASIN - " - SIL1T FENCE 00 CONTOUR INDIEX CONTOUR PARKING COUNT CROSSWALK ACCESSIBLE CURB RAMP HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING CONCRETE PAVEMENT / SIDEWALK RIPiRAP NEW ASPHALT LIGHTING NOTE: 1. All outdoor lightting shall emit less than 3,000 lumens. ACSA GENERALL WATER & SEWER CONDITIONS 0 WATER VALVE & BOX 40. FiRE HYDRANT ASSEMBLY WM CM WATER METER 0 WATER WELL GAS VALVE GAS METER fa 0 ELECTRIC MANHOLE EM 16,105 sf ® ELECTRIC METER TOTAL IMPERVIOUS AREA: LIGHT POLE TELEPHONE MANHOLE T❑ TRANSFORMER PAD UTILITY POLE GUY POLE WORK SHALL BE SUERJECT 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 WORKC THE LOCATION OF EXSTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAINS, AND WHERE SHOYM, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITiATiIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER & SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS U11LITY (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 THE 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. MATCHLINE IMPERVIOUS AREAS- ROADS/PARKING AREAS: 63,737 sf CONCRETE WALKS: 16,105 sf PROPOSED BUILDINGS: 33,600 sf TOTAL IMPERVIOUS AREA: 113,442 sf PARKING TABULATION FOR TOWNHOUSES: REQUIRED PARKING. 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING 42 TOWNHOUSES X 2 SPACES + 42 TOWNHOUSES X (1 SPACE/4 UNITS) = 95 PARKING SPACES REQUIRED TOTAL PROVIDED PARKING FOR TOWNHOUSES: 42 UNITS X 2 GARAGE SPACE = 84 42 UNITS X 1 PARKING SPACE = 42 PARKING SPACES PROVIDED = 126* PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULATIONS = 105* *21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXIMUM PARKING AS ALLOWED ON BLOCK C4 PER 1/30/14 DISCUSSION WITH ALBEMARLE COUNTY PLANNING. RECREATION AREA TABULATIONS RECREATION AREA REQUIRED: 200 SF / UNIT -> 200 x 42 UNITS = 8,400 SF RECREATION AREA PROVIDED: 14,000 SF OK OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED M10_HAEL F. MYERS / Lic. No. 33028 _150 07/14/17 ww ON loons rr r• m "t Q 1 1 LU tlfi ■ loons rr r• loons r• "t 1 1 � r• "t 1 1 � tlfi ■ Curve Table Curve Length Radius Delta Tangent Chord Chord Bearing C1 29.82' 445.00' 3'50'23" 14.92' 29.82' N 08736'53' W C2 17.36' 25.00' 3947'31" 9.05' 17.02' S 76'47'56" E C3 60.56' 417.50' 818'40' 30.33' 60.51' N 8727'3V E C4 29.99' 19.50' 88'07'11' 18.87' 27.12' N 47'33'23' E C5 17.10' 182.50' 5'22'02' 8.55' 17.09' N 004847' E C6 65.81' 197.50' 19 05'30' 33.21' 65.51' N 102829' E C7 25.04' 30.00' 47450' 13.30' 24.32' S 6608'00' W C8 68.43' 1040.52' 3'46'05' 34.23' 68.41' S 41'18'11' 1W C9 33.33' 20.00' 9529'08' 22.01' 29.61' N 081925' W C10 266.98' 376.50' 4037'42' 139.38' 261.42' N 7622'50' W C11 32 76' 20.00' 9350'23 21.39' 29.22' S 3623'07' W Line Table Line Direction Length L1 N 351611' W 17.47' L2 N 83'18'19" E 10.75' L3 I S 69M46* E 36.89' CO Qjip•t f i, Hollymead Towncenter Block C-4 Zone: PD -MC Use: Residential 3. yp``� \ �7`"•� / X. Curb p \ / y 5 f €S• Y y0 / ' 41 A� \ \ TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential WWI yzx 0j N N 00 Z, N E IU v '. MICHAEL F. MYERS Li3c. No. 33028 07/14/17 w �ss�ONAL INDEX TITLE: 1 ' s SHEET NO: ;! 05/08/17 I Jill III i ■ w 11f t�A t! • Ti INDEX TITLE: 1 ' s SHEET NO: ;! 05/08/17 I Jill III ■ w INDEX TITLE: 1 ' s SHEET NO: ;! 05/08/17 Curve Table Curve Length Radius Delta Tangent Chord Chord Searing C1 29.82' 445.00' 3'50'23' 14.92' 29.82' N 08'36'53' W C2 17.36' 25.00' 39'031' 9.05' 17.02' S 76'47'56' E C3 60.56' 417.50' 1 818'40' 30.33' 60.51' N 871739' E C4 29.99' 19.50' 88-07'11 - 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 CIS 65.81' 197.50' 19'0530" 33.21' 65.51' N 10'28'29' E C7 25.04' 30.00' 47450' 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 0899'25" W C10 266.98' 376.50' 40'37'42" 139.38' 261.42' N 76'22'50' W Cti 32.76° 20.00' 93'50'23' 21.39' 29.22' S 36'23'07" W TMP 32-41 Turner, David P. do The 11 Market Place of VA LC + Zone: Rural Use: Residential TMP 32-402 S51'28 iO3"E - - - - -\- Edlieh Drive Realty, LLC 45.89' Zone: LI Use: Warehouse $g 3,�' Parcel D 4 555.36'S0'rE Access Easement 17,204 sf I i + I I ---- - - Parcel H I Lot 12 + , Open Space I - 1, 764 sf I / I 752 sf t _ _ i- ' _ - CSP SAN SEWER ESM ``J LLi 1 N Parcel C Lot 13 1 I� ¢ Lot 11 Parcel D Open Space 1, Q 1 718 s I 412 sf ,f 1 Access Easement 32, 902 sf � U I 17,204 sf v <cl I Y 20 S°��Lot 14 ¢ 1 Lot 10 + C - w y g'� 1,412 sf o 1, 385 sf M Parcel C }t ` \ pace Lot 15 I c + 32,902 sf 1,412 sf Lot 9 I I v °&�S� 1,385 sf ;� + Cal Lot 16 1 E 1, 588 sf I Lot 8 I �' �` 1 1,558 sf + W C° S� ParceG O I wco \ y°��D\ °& Open S ace y `b 5% ��� �� 5NLot 7 414 f 1 I b 1, 558 s, �1� Lot 17 I I f o I ' olj N , 1, 588 sf ,oro I I Lot 18 Lot 6 1,412 sfI 1,385 sf I Lot 19 Lot 5 ,A ' �, � 5� � ��,\ � � ¢ � � 385 s I i 0 °'� ,J A 1,412 sf 1, .f `� -•� is �� " � r� �,�,�, � Sq sqo \ n- �" � Parce F 1 Lot 4 R.O.W.e kation SF Lot 20 1,385 s l �9 f 5 c> , �\ to Albemarl County y°,V� ` T cp,� F,p�S \ 1, 733 sf for Public Use I Line Table Line Direction Length Li N 35'15'11' W 17.47' 12 N 839819' E 10.75' L3 S 69'58'46' E 36.89' 3,028 sf PROP. STOR + Lot 3 DRAIN ESMT. 1,386 sf \ / Co 6• `` \ o Parcel C r Parcel E y '� i ®� y A Open Space 7-./ yl w Lot 2 40.0' I f ✓ 1 446 sf Access Easements `°:,. \ ,�5 0 32,902 s �I I } 42,091 sf \ �� d Lot 1 o J51%QI 2,229 sf Parcel J y°'� p5 Parcel D''-; �, Access Easement Op402Space�o \ �.�;-' Laurel Park ` 4 \ s r Subdivision f ``�- Zone: P - � N 17,204 sf � 7 �l B r ,,_' � ' ,,�;�" ' • . U ` I Use: Residential / fd ., y°'� '+p p , DoT 4 \\ PROP. ST 9 ,' CC- 0 E DRAIN T. / 71 AIN {{S�MT ...- _ �2 I_J t �O' RAINAGE EASEMENT DB 00 \ZR -- Parcel E " X26 PG 68 (HATCHED fr " Parcel A - .- ' Access Easement, - OR ION HEREBY VACATED) ' . Open Space 2,327 sf/ f ' I , 1 f. BAR_., --..__u.... i o - i a lv0 y^ 00 .r r 06/ Hollymead Towncenter f _01 e�/ / / \ Block C-4 \ Zone: PD -MC Use: Residential N3 \ \ X, Parcel Access dsement4;,j09 sf to ✓ s `` G� Drain. 2 / � TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential 1 i i •i ;� ■ ■ ■ ■ ■ 1 �yT H OF p 61 J M1HAEL F. MYERS aw9 Lic. o.33028 ~10 07/14/17 `'ONAL IF - 101111021111 -Um 05/08/17 NON ii L 101111021111 -Um 05/08/17 i £ TEMPORARY ROAD CONSTRUCTION ;I EASEMENT TO BE NULL AND VOID i AT SUCH TIME THAT MEETING STREET IS EXTENDED TMP 32-41 D2 _ x - X _ x x x S51'2Bb! "E- NO PARKING Edlich Drive .Realty, LLC x -- x X_ x 45.89 , FIRE LANE" Zone: LI _ x- x X- SIGN Use: Warehouse X _ X _ x r , --ROADWAY TO BE .o X -- X _ � .._ ..- L . f I PROP. 12' _ X X_ -i_.. _._ - CG -2 I EXTENDED BY OTHERS GRASSCRETE ACCESS �� �o x x - X o " oa PER OFFSITE (ROAD PLAN I v . x- NO PARKING �, f � I END SIDEWALK (SEE DETAIL THIS X �c $- X �- 488,34 4 i _ F DANE"- - � SHE T x- x X s G 55536 50 CG -6 ��� ___...� PROP. 20' EMERGENCY _ X _ oQ ���� SIGN �; i , I (n, ACCESS EASEMENT x --- X x `' N Lot 12 ; � 1 C 2 B LARD- x- x 1• cn_ h, SigEWA1:' I I ®� C x{) Q .� pCtOP. 5' COiyC. FF=613. I I I LO (2)BT-ARDS- _.P1 _ GF=612.7 I I 4 `~ BOX ACCESS - - -�:.,. 0�1 cC\? pen I N 40.0' 2 O 0 O1 \ U, 2 -Car f I.. I •-I- j Space C iGarage i �.I , 2 -Car Lit 11 1 i, S G Tot Lot & Lot 13 A PI11A 32,902 s Active Recreation -i ara a DRIVEWAY QI Garage F,F=614..0 1 FF _ G f G (Typ.) T Q,F=613.3 \PROP. I I 1GHTUNE Area / c i "�£,�,P tt' t_irvli .a..Tl ""� ..c'1.��• _ 1�, % Q�� 12.0' ; I v , , EASEMENT f�4, DDD S f Lotf4, i QI I I t 10 - �(� .✓ '� 0 5 0 FF -612. , 18.10 1 , F =613.5 0 1; \�i� ' , , Parc F i z ,4J GF=611. � � I MI 1 `- , G =612.5 ., /,. � • � b. P� �5 N� \ \ +� � F' \, o� `�.��/ � '' ��� 6,0 R.O.W. De ication f t X1 '� o r' a 10.0' ' WA R �` to Albemar County I 'vo�o ' ( O , for Pub l' Use Lot 15 , I , t 9 \ y •, c,Qy� \ moo \ oL��r �°�pQ ,�o FF=611.%7 ME R I- IN ; F1�F'=612.5 I 3,0281 sf i?f / �1 GF=61017 {� I i G -611.5 , s 1 , t / �,�jop oJ•`( `?J � 1 E \ \l J Lot 16 1 2 -Car , pn , r4 \ 41 �/'gyp o �� . 6'�0 , � L. �� `I' 6. FF_610.9 Garage Y t 8 �1 ij E r t `�p , v �= 3. o'ti � � °,., * \ �'��,�� 0dos �,\`0 �o t'`�• \ \ o o a \ , .. o o `'���6/ r� �, ��,6 pr6�0 p. i I I �0, .._ F=611.5GF-609. � {T;p) N 561 PF -610.5 SIDEWALK CG PRO CONC. E -y I I;E 1l,i.iIs. PROP. 5 CONC. ,IDCIVAIL'{ i iv ,\1 �� 1 o p Lot 17I!Lot 7 n; Cs 0 O \ _ I I C~ I ` ,I I I AFF=6110.3. \ 0 GF=608.1 it I sCG- 2 I IGF=60'9. w�s r / % ��r '�•�,p oo .l 6, "NO PARKING i I 0 o 0 0 " 12.0' 2 -Car , �, 5 �� FIRE LANE Lot 18 , _ I 12 -Car I t 6 \ PROP. 5` r 0 o , . cn ' Gara a -- I �,o Gara e , ,� Vo 00 SIGN FF=608. 9 , r; 1 1 , 9 FF=609.7 J LANDSCAPE `° , �' ' �o°' q' \` o { yP•) '- 1 IN i 1 I ; (Typ.}F=608.7 I ! I G o 1? GF=607. T \ EASEMENT o o PROP. ACSA '16.0'%0 1 \ o \ WATER ESMT Lot 19 , 1 f •0 I , / py o o FF=6070 v^ I I IN i ;L°t 5 o 11 't 5 ora' \ ` Oo� 1 I Q I ,F' F=609.0 / l°T �� �� GF=606 7 c, PF=608.0 8.0 C 1 j€ rNY b'' , �� q S� o t 20 { ; ; 1 I tot 4 o \\gyp � ,\ FF=606.'0 , 18. � , � I r� , `,C+'F=608.3 �� 605. ; MIN 1 '- ; GF=607.3 II, ( J} Q GF \` V \ o FF NO PARKING o ! �I , ;Lo -3 4. r_ r c c , A 60'7.3 / ��, y �' 0 ,Goi �\ ,�`�, �, FIRE LANE" IGF=606.3 I SIGN J -. II �Xr //gyp �� w o� ,�° C i I t 2 3 06�� o r X' ci I I OIF=606.7 40 0', I c� �p't' �y� �d �o%P 3 , / , I i qF=605.7 ] 56.0 --to FC I E, N, Go 0 Lo 1 � ., • �i' `, �� `\ ,--,, A ALT , : PROP.! :, B '�'_ �,~ Q �'o ; FI•a=606.0 E i `�.c� � 0 V. � DR WAY i }!£ \ LANDSCAPE do Qo���p� �. �j6 /�pQ� `� ) I GF��605.0 ,o a / oEASEMENT si�� �P��' S 0,\� oo -.� _... _ '...,_:. 8., , / / �.� ��• .� , ,/"` -, Fy�l�_ ��, �c��p��� ;L'C,o�°fie\\ 0 0 0 mac? ® I 3 � x Laurel Park \ 'T�� n Subdivision �'� / �� v 1x0 pa Zone: PD -MC £ � Space B °96�F�Use: Residential i f o I E CO -12 PAINTED . �' °• 20 STO I D AIN ESMT CROSSWA K , a' `�,��5`°' . Pt LANDSO APE •�' 0 EAS E pen EX2 �}.DP� \" f _---w -w M T111�10 „8 ONIISIX3 - , pace A 2,327 SF `` oA --w1aGo.. i19511 8il1�'Ir".il il; 1811►:I!E'fti(i�, Blli!:N,''i!li4� f�1d,Nt[l511i r p' ! may,. , . , >� �-'.✓,� r , / Q PROP, 5 a% r o / LANDSCAPEFpN{` EASIMENT \ CO V I STANDARD EDGE DETAIL EXPANSION JOINT AT MAX. 50 FT. CENTERS TO BE BITUMEN / / f �/ \ / \ I j D IMPREGNATED FIBER BOARD .......... ✓ r`. i / r .► `� \ - 1' CLEAN ASTM C-33 SAND - 2' - 6' MIN GRANULAR SUB -BASE 3/4' MIN. DIA. AGGREGATE MIN 6" OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED STONE OR CONCRETE WITH NON -WOVEN GEO-TEXTILE TO FORMATION AND NEEDLE -PUNCHED GEO-TEXTILE COVER. LAID LEVEL FOR SUV -GRADE FILTRATION OR FOR RAINWATER HARVESTING GRASSCRETE DETAIL -US STANDARD GC2 GRASSED VOIDS SYSTEM NOT TO SCALE zeta" // \ Q1 \ y Hollymead Toumcenter o \ Block C-4 .. ; \ � v`� Zone: PD -MC / ._.u,._. : v \ \ Use: Residential Iw T .00 /� \ 1 \ e NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED TMP 32-41P Post Office Land Trust Zone: PLI-MC Use: Residential 3' FACE OF 2' NOTE: GARAGE MAKE GRADE �aMl TRANSITIONS AS RIVER; ROCK RIVER ROCK NEEDED BETWEEN r �a '.�' EDGE OF DRIVEWAYS ACROSS '4' PAVEMENT THE ISLANDS DUAL WATER METER DECK POST'. AS NEEDED RIBBON CURB PRIVATE R.O.W. (1' -WIDE) r • . s � .. -- '• ' >` ,,•' �:�'� �� Drain...- \ s �, TYPICAL DRIVEWAY ISLAND DETAIL / N.T.S. N i M61.1 F DW Ee E _ V ��LZH OF Ir Mftt EL F. NIYERS Lic. No. 33028 �0 07/14/17 AL m » CO W 11 1 SHEET NO: 5 of a iDATE: 05/08/17 s min t t � , i .�r ■ 1 SHEET NO: 5 of a iDATE: 05/08/17 gm 1111V10=11111 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPFC11FICATION XVCOT ROAD AND BRIDGE STANDARDS COMBINATION 4" CURB AND GUTTER P� DATE SHEET I OF i VIRGINIA DEPARTMENT OF TRANSPORTATION 502 201.04 IA Y4��' 97. w A S, 1(,,e B v ,-v 66� SFr 4 N CC- 72 0 1w Go 01) _lw_w_QL X. n 41 A_4 <* 7 1,411 X Go 00 41 W dk, CG -7 DETAIL ,51 V 03 0 11 vz �o6 30 0 30 60 90 m■o■n■o SCALE: 1 30' W RA P q) - -- E > 2" AEL ,,o Lic. No. 33028 Q;l 07/14/17 c s'ONAL EO 00 00 o 0 W RA INDEX TITLE: SHEET NO: 6 of 14 �DATE: 05/08/17 i i P ov 2" AEL ,,o Lic. No. 33028 Q;l 07/14/17 s'ONAL 00 00 0 LLI CID Z z I C) t84 • rA Lu U) ui DOM. PROJECT NO:16.01191 Z c) C/) > W Q4 pq = INDEX TITLE: SHEET NO: 6 of 14 �DATE: 05/08/17 i i • DOM. PROJECT NO:16.01191 INDEX TITLE: SHEET NO: 6 of 14 �DATE: 05/08/17 i i LANDSCAPE PLAN LEGEND: AF - AUTUMN BLAZE MAPLE QP - PIN OAK CK - 'HEART THROB' KOUSA DOGWOOD TREE CANOPY CALCULATIONS SITE AREA= 2,80 ACRES (POST DEDICATION OF R/W) 15% TREE CANOPY REQUIRED= 18,295 SF TREE CANOPY PROVIDED: PROPOSED CANOPY= 45,500 SF TOTAL TREE CANOPY = 45,500 SF > 18,295 SF OK 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. it13 \ r' s 3� P Y+4` ♦ , „- 'f >'""',�,� 'art'^. d� �,;,f.��"1 '`3yff /` -zs•g f�.+F, •„ 5 \• VON N PROP. 5, , .r {,3 LANDSCAPE w, EASEMENT w_ v' ;✓p M1 J A v Key Quantity Botanical Name Common Name Size / Cal.Canopy Total Canopy Remarks CANOPY TREES itr� AF 27 Acer x freem inii 'Jeffersred' Autumn Blaze Maple 2 1/2"452 SET TRUNK PLUMB 12,204 QP 72 Quercus palustris Pin Oak 2 1/2" 370 26,640 ORNAMENTAL TREES CK 52 Cornus kousa 'Heart Throb' I Heart Throb' Kousa Dogwood 6-T 128 6,656 ! t 30 •i 94 ■ ■ ■ ■ ■ 4 gal. --v... S„ REMOVE BURLAP do STRING ---' FROM TOP 1/3 OF ROOT BALL UNDMTURBED SOIL PLANTING PIT 21[ BAIL DIAMETER (111 (SEE SPECIFICATIONS FOR ESACT REQUIREI■ M, PLANTING SOL do PLANTING TREE PLANTING DETAIL SOIL AMEND1fE m) NOT TO SCALE 0Fr_�� Ay,eHAEL F. MYERS Lie. No. 33028 .rd A �0 07/14/17 �SS1ONAL 0 t itr� pr j `• SET TRUNK PLUMB �� v _. '` • f , , (SEE PLANS FOR ESACT 7,01 g y ' LAYOUT & SPACING) COMES TREE TITS a\ (SEE SPECIFICATIONS) /r4y 1-1/2' SQ OAK STAKES (SET 180` APART) 1, w� iet' ( t , FINISHED GRADE APPLY S' jj (MULCH AFTER PLANTING k WATER THOROUGHLY) V COMPACTED EARTH WATERING HERB KWMG GRADE REMOVE BURLAP do STRING ---' FROM TOP 1/3 OF ROOT BALL UNDMTURBED SOIL PLANTING PIT 21[ BAIL DIAMETER (111 (SEE SPECIFICATIONS FOR ESACT REQUIREI■ M, PLANTING SOL do PLANTING TREE PLANTING DETAIL SOIL AMEND1fE m) NOT TO SCALE 0Fr_�� Ay,eHAEL F. MYERS Lie. No. 33028 .rd A �0 07/14/17 �SS1ONAL 0 INDEX TITLE: COMES z �7 z ' 1 ■ 1 r t INDEX TITLE: 630 625 620 615 610 605 600 595 590 585 m (;4BUSHWOOD ALLEY PLAN VIEW RP8 Hori --riz. Scale: 1"=30" Vert. Scale: I"–to" BUSHWOOD LANE Profile HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' I ?; p-, cccd1� M I �.q -2 -2 CD C.,. A- 30 0 30 60 90 SCALE: 1" = 30' 10+00 11+00 12+00 13+00 14+00 10 0 10 20 30 0 0 N 0 m ==019 Lim N m It-JIMIL.— SCALE: V: 1" = 10' 30 0 30 60 90 1 0 0 N N 11 SCALE: H: 1" = 30' 20' PRIVATE ACCESS & UTILITY EASEMENT 20' Curb To Curb 1.0' 0, 3.0' 1.5" SM 9.5A 2 IM BM-25.OA Typ_ RIBBON CURB ROLLTOP 2% SLOPE 2% SLOPE (SEE DETAIL r�_1E CURB* rt � OP F_"�7_'­ SHT. RP12) T *TRANSIION TO DURASLOT SURFACE PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. DRAIN FROM STATION PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR 11+58 TO END OF COMPACTED SUBGRADE 6" VDOT 21A TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE ROADWAY. SEE DETAIL 95% COMPACTED STONE. SHT. RP12. BUSHWOOD ALLEY TYPICAL SECTION (PRIVATE) Not to Scale 630 1 645 640 625 635 620 630 615 625 610 620 605 615 600 610 595 605 590 600 585 595 580 590 Li CD X I'l Horiz. Scale: I' I = 30" Vert. Scale: I`10" CADDY DRIVE Profile HORIZ, SCALE: 1"=30' VERT. SCALE- 1"=10' .... ... ...... . . ................. . . . .. .... ..... ....... ....... .... . . .. . . ....... .. . .. ... ... ......... . . .. . . . . .... .......... .. . . .. .. .. ...... ......... ... . EXISTING TING GRhblt ..... ... . . . . ..... . ... .. . ............. . ....... . . . .... . .. .... .... . .. ....... . . . C) 111.11 1 Re ------_--_- . .. . . ... ...... ......... ... . ...... . . . ... .... .... . ........ .. .. . . STA._ 0+4 +556, NEE Uj EXISIING GR 7 . ............. . . . .... ... ... . ... _ PM ELEV� 615.25 . ... . . .... ... ..... ... .. . . ...... ... :5.00 ..... -------- - / . ... ... ......... . .... ..... .. LVC:101,00,�,�.� ... --- PM STA:10+10.00 7 .... ....... . . . Ld ... .. R\A El EV- 609 6 ■ 3R lm PV ELEV, 600.50 K10.00,1111 C3 . . ...... .......... . . . . O CD U') Lr) . ........ .. LVC: 50 00 . ......... . STA =_11+50.00___ . . . . .. . .... .. . . ... ... .... ... . .................... LVC: 10.00 .......... . . ... ..... ... . ...... . .. . ...... W W Z 596.30 O. PROJECT NO:16.01191, Lo . .. . . .......... ......... A. - _j -05 4R C:) C> (p CR In C-=-) . ..... ........... . . . . . . ... . ... .............. ..... . . -­ - �1.11.11 _1 - buo, ... ......... C) j . . . . . . .. ........ . . . . .. ............. . :z LO C=) LO C) w K 50.00 C) + o ��10 co to x Uj. . . . . . ......... . .... ...... ............. -ad ....\........_ .. . .... ....... . Cn C)L2S r Uj _T Z:) m. . . . . . ....... ... Z: _N L0 C_) M C� LLI 0-1 4. 007 CD m . . . . .... . .. .......... ;> ....... . . . 75 Lr) PROPOSED -GRADE--�. .. ... ......... ..... ... m U_j . . .... ....... . . . . . ......... .. .... ............ . Uj �c ............... ............ 0 VC C) U) C14 ...... ......... . . 9,35!K + LU_ . ... . . ..... . .. - -- --- .............. . . ... . -- ----------- . ..... ... . . . . ..... ... .... ........ ......... . . . . . .............. . . .. . .... ........... .... . . . .......... . .. ........ . . .. . . ........ . ... .............. . . . ..... ... . U) .. . . . ..... ....... .. . . . . . . ............. ....... - ------- .. ........ . .. ---------------------- ..... ..... ... ---------- ... . ........... . . . . . .... ........... ... .. ...... . .... ... ....... ...... PROPOSED. GRADE" - �OO 7- 0- co -.4- 00 W C14 00 ai 00 _00 :z C14 0 w A Lci — 0i CN r --z C14 ad (D 4 06 0i IL co Co to Co CLO C3 co cr) U-) 1:mmw L LO LO ck+ W0) L6 m it LO C)Ld U-) NW) 00 (n W (m n (D re) C) C) M cLi U') Ln U') L0 LO 10+00 11+00 12+00 13+00 14+00 10 0 10 20 30 0 0 N 0 m ==019 Lim N m It-JIMIL.— SCALE: V: 1" = 10' 30 0 30 60 90 1 0 0 N N 11 SCALE: H: 1" = 30' 20' PRIVATE ACCESS & UTILITY EASEMENT 20' Curb To Curb 1.0' 0, 3.0' 1.5" SM 9.5A 2 IM BM-25.OA Typ_ RIBBON CURB ROLLTOP 2% SLOPE 2% SLOPE (SEE DETAIL r�_1E CURB* rt � OP F_"�7_'­ SHT. RP12) T *TRANSIION TO DURASLOT SURFACE PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. DRAIN FROM STATION PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR 11+58 TO END OF COMPACTED SUBGRADE 6" VDOT 21A TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE ROADWAY. SEE DETAIL 95% COMPACTED STONE. SHT. RP12. BUSHWOOD ALLEY TYPICAL SECTION (PRIVATE) Not to Scale 630 1 645 640 625 635 620 630 615 625 610 620 605 615 600 610 595 605 590 600 585 595 580 590 Li CD X I'l Horiz. Scale: I' I = 30" Vert. Scale: I`10" CADDY DRIVE Profile HORIZ, SCALE: 1"=30' VERT. SCALE- 1"=10' 645 640 635 630 625 620 615 610 605 600 595 590 10+00 11+00 12+00 13+00 14+00 10 0 10 20 30 SCALE: V: 1 10' 30 0 30 60 90 w I m m SCALE: H: 1" = 30' RIBBON CURB (SEE DETAIL SHT. RP12) 20' PRIVATE ACCESS & UTILITY EASEMENT 20' Curb To Curb 1.0, 3.0' Typ.-I 2 IM BM -25 OA 1.5" SM 9.5A ROLLTOP 2>% SLOPE 2% SLOPE CURB Not to Scale PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE STONE. �00 If, ATTR Op a ]HAEL F. MYERS Lic. No. 33028 Akr 07/14/17 S"01A 1� I L .... ... ...... . . ................. . . . .. .... ..... ....... ....... .... . . .. . . ....... .. . .. ... ... ......... . . .. . . . . .... .......... .. . . .. .. .. ...... ......... ... . EXISTING TING GRhblt ..... ... . . . . ..... . ... .. . ............. . ....... . . . .... . .. .... .... . .. ....... . . . ... ...... . . .... .... .. . . . 111.11 1 Re ------_--_- . .. . . ... ...... ......... ... . ...... . . . ... .... .... . ........ .. .. . . STA._ 0+4 +556, NEE .PM 7 . ............. . . . .... ... ... . ... _ PM ELEV� 615.25 ... ..... ... .. . . ...... ... :5.00 ..... -------- - / . ... ... ......... . .... ..... .. LVC:101,00,�,�.� ... --- 7 .... ....... . . . Ld ... .. R\A El EV- 609 6 ■ .......... . . .... .......... . . . . CD U') Lr) . ........ .. LVC: 50 00 . ......... . . . . . .. . .... .. . . ... ... .... ... . .................... .......... . . ... ..... ... . ...... . .. . ...... W W Z O. PROJECT NO:16.01191, Lo . .. . . .......... ......... _j (n, m Ui . ..... ........... . . . . . . ... . ... .............. ..... . . + C) j . . . . . . .. ........ . . . . .. ............. . w Uj. . . . . . ......... . .... ...... ............. ....\........_ .. . .... ....... . Cn Z:) m. . . . . . ....... ... Z: M ..... . ..... ... . . ... ........................... . 4. 007 m . . . . .... . .. .......... ....... . . . PROPOSED -GRADE--�. .. ... ......... ..... ... m U_j . . .... ....... . . . . . ......... .. .... ............ . �c ............... ............ VC C) C14 ...... ......... . . 9,35!K + .......... ... . . . . ... ....... . . ... ... . ..... ... . . ... . . ..... . .. - -- --- .............. . . ... . -- ----------- . ..... ... . . . . ..... ... .... ........ ......... . . . . . .............. . . .. . .... ........... .... . . . .......... . .. ........ . . .. . . ........ . ... .............. . . . ..... ... . .. . . . ..... ....... .. . . . . . . ............. ....... - ------- .. ........ . .. ..... ..... ... ---------- ... . ........... . . . . . .... ........... ... .. ...... . .... ... ....... ...... 0- co -.4- 00 W C14 00 ai 00 -4r,- - C14 0 w A Lci — 0i CN r --z C14 ad (D 4 06 0i IL co Co to Co CLO C3 co cr) U-) 645 640 635 630 625 620 615 610 605 600 595 590 10+00 11+00 12+00 13+00 14+00 10 0 10 20 30 SCALE: V: 1 10' 30 0 30 60 90 w I m m SCALE: H: 1" = 30' RIBBON CURB (SEE DETAIL SHT. RP12) 20' PRIVATE ACCESS & UTILITY EASEMENT 20' Curb To Curb 1.0, 3.0' Typ.-I 2 IM BM -25 OA 1.5" SM 9.5A ROLLTOP 2>% SLOPE 2% SLOPE CURB Not to Scale PAVEMENT THICKNESSES BASED ON CBR VALUE OF 4. PAVEMENT SECTION MAY BE REVISED BASED ON ACTUAL CBR TESTS OF SUBGRADE SOIL PRIOR TO PLACEMENT OF SUBBASE STONE. �00 If, ATTR Op a ]HAEL F. MYERS Lic. No. 33028 Akr 07/14/17 S"01A 1� I L Mafizmmm4 � 111.11 1 Re NEE • ■ O. PROJECT NO:16.01191, Mafizmmm4 � LAUREL 2?EL 49.00 TV 3 _C5 C4 co ::ACV Ca El o G) (D CD 9.00, 21.42' Fire Truck Albernalre Width 9.25' Track 8.00' Lock to Lock Time 6.00' 30.0 Steering Angle OPEN - LOT 21 LOT 31 I 1 SPACE LOT 11 LOT 51 py, LOT 6 LOT 7 LOT 8 20.5, KINDLIsC LANE PRIVATE STREET AV, UTILITY EASEMENT LOT 9 50 -0 50 100 150 ELAE—M E LNLNLM M M SCALE: 1" = 50' AUTOTURN EXHIBIT SCALE: 1 50 620 615 610 605 600 595 590 610 605 600 595 590 585 de VNI Z/11, X Z / 4�- �y LINE OF SIGHT PLAN 50 0 50 100 150 SCALE: 1" = 50' SCALE: 1" = 50' CADDY ALLEY SIGHT DISTANCE PROFILE (RIGHT) HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 10+00 11+00 12+00 BUSHWOOD ALLEY SIGHT DISTANCE PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 0 5 D 5 D 5 D 10+00 11+00 12+00 13+00 14+00 610 605 600 595 590 585 I e 0 c", CHAEL F. MYERS Lie. No. 33028 07/14/17 ww 91N A L IF - Up, C4 8 i� OD 8 O 4-1 C", t- 41 LAUREL 2?EL 49.00 TV 3 _C5 C4 co ::ACV Ca El o G) (D CD 9.00, 21.42' Fire Truck Albernalre Width 9.25' Track 8.00' Lock to Lock Time 6.00' 30.0 Steering Angle OPEN - LOT 21 LOT 31 I 1 SPACE LOT 11 LOT 51 py, LOT 6 LOT 7 LOT 8 20.5, KINDLIsC LANE PRIVATE STREET AV, UTILITY EASEMENT LOT 9 50 -0 50 100 150 ELAE—M E LNLNLM M M SCALE: 1" = 50' AUTOTURN EXHIBIT SCALE: 1 50 620 615 610 605 600 595 590 610 605 600 595 590 585 de VNI Z/11, X Z / 4�- �y LINE OF SIGHT PLAN 50 0 50 100 150 SCALE: 1" = 50' SCALE: 1" = 50' CADDY ALLEY SIGHT DISTANCE PROFILE (RIGHT) HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 10+00 11+00 12+00 BUSHWOOD ALLEY SIGHT DISTANCE PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' 0 5 D 5 D 5 D 10+00 11+00 12+00 13+00 14+00 610 605 600 595 590 585 I e 0 c", CHAEL F. MYERS Lie. No. 33028 07/14/17 ww 91N A L IF - Up, I ill 101 We # DOM. PROJECT NO0119 I ill 101 We # 625 620 615 610 605 600 595 590 5 8 5 580 575 W w 70 z -Ww . :i . OB OC Do �_ 11".. . . . . . . . .............. ..... . . ........... .... .... U-) . ..... . I . ............... ... .. ............ .. ... . ... ... . 625 C) pz 625 . .... ..... 7 o�o_� - w co T5 �1' - ___ , , , I D -_ ___F; 1., 1 0 10, Q .. ............ .... . . . ..... ... . ................ U, ­_­­ . . ... ... . ... ...... . ..... .... ........... 620 6 CD =_ C> .......... ... ....... .......... .... ....... .. CD ..... .. ..... . .... ... ... .. ...... ..... ..... ..... ....... . ........... ...... ... ....... ..... . . ...... .. ...... ... .. . .......... 2 !:2 T . ..... . U P� C D -00 r -CC CD ........... . . C�l C 0 . ....... .......... . .......... C)r .. C ..... ... ......... . . .. . . ... . . ... ....... ..... . C. 635 ......... . . .......... . . . .. ... .......... . ..... . ...... 6 1 5 CD ............... E.0 ED U)L ............ . ....... . ... 6 1 5 ... in i _r - .. .... .... 0 ..... . . ... V) .. ... .. ... .. . . . .. . ... .... a .. . 0 .. .... . . . ....... ......... . ....... NONE ...... . . .... ... . . . C> ... ..... . ....... ... . . . . . . ... C) ) 6 1 5 . ............... .. . ... ..... ......... . j . . . ......... .... .. M1 11-111,11'.. . .. . ...... . 1 11 11 r ........ .. . .... . . .. ......... .. . . . ....... . . . ......... ... .. ... . . . . ... ..... . ... . . .. ........ .. .... � � "I'll. I . . .... . I ­11-1-zi 0 - .............. .. .... .. - ­­­,".."", M Co :2 0 C11 Co 00 00 . ... . . .... .. .. .. ..... . .. C) - - - - - - ........... ............ 5 1 ....... ........... ............ C I _1� - - 111­111111111.111� ­­ .... .. . .... .. . ... . .. ..... a M11- � . ......... - ' "' "' - ... ... .. . _ .... ..... . .... -Wj A T E F E e-, 61 0 -, -, ­ .............. - ..... ....... ... . . ................ . ..... . _ . U") ......... . . . . . . ..... ... . . ...... . ........... ... to ... . . . . . . . . . . ...... .... 625 595 605 .... ..... . . CD C> Lr I FL L L L L L. L - r Z_: ! C . j ' j L ' - j � — L _' r _L : -7 1".. 1 1 .1 "I'll, - 1 1141 - "Ill.- - - I I I I I I I - - -p ....... ... ..... . . ................... .... Blooms .. .............. ..... .......... . ....... .. . ..... .. ... ... ... . ........... -4 ...... ....... .. .... . . ....... .. . ... ... ...... . . .. .. ..... . . .. .... ......... . . . ................ .. .. GRADE 620 .. . ............. . . . . . .. ....... C14 I . . ... ... ........... .. 605 171 A -- ---- ............. ...... C14 ... .... .... ..... ... C�411 I .....EXISTING -------- I" ...... . ........ ... . ...... ..... .... .. . ..... .. . ....... ... . . .... ...... . .. . . . . . ..... ......... . C) 590 600 ....... .. . ......... .. . . ..... ....... ... ... ... ....... .. ..... . . I I ...... *d 600 . ........ ... . ......... . ... ............. . ...... ....... .......... . .... . ... . F, 11 1 . .......... .. ...... . . .... ........... 1 6 1 5 cc .............. .... . 1 . . L ........ ... ....... . ............ .............. . . . .. . . ............ ....... ..... .. ...... . . ... ni ............. " , '71 ------ 1 C,4 PROPO SED,rjr GRA D E Co 600 .... ... ... 1 ... ...... .. .. ..... ..... . . ..... .......... . ... 600 585 595 .. ............ . . ..... ........... . ....... ..... . ............. . H DIP E- I 1 1 1 j % . ..... .... 9 7 1 1 15;ii HOP E 57fe 47 . ... .............. ...... ... .............. ......... .... 0 � .......... .. ...... . ... . . . .... . ... ... .. . ...... ... .. ...... ..... --- - - -- ­­- .. .. . . ...... ... .... ......... . .. .... . ..... . . ..... ... .. . ... . . . . . . .. .... ... . ....... . .. . ...... . ....... .. . . . ... ......... . . . .. .. .. . .... .......... . . . . 5 95 ............. .52! 1 0 595 .. .. ... .. . 590 f f i 1 n B_ 2 4 .. ....... ..... . -, . . . ... .... X Uj 15 9 0 6 WATERULNE ........ . .. ..... . . . ............ . OLO r n n n : 59 . ......... ....... . -I 5 qLL7­3 1 5 SrTr 0 k Mjj j 590 t i o n 1 0+50. 44 GIZA .. .. ...... ' L L 4 B ........... . . . ................ . ............ ........ ... nin . . ......... . . . . . . . . .. . . . ....... .... . ............. .... ..... . rzLF!v 5 9 4 . 1 6 4 0 . . . ............. ... .... .. . . . . . ....... ... . . . ...... ...... C I 0 ............ .... ..... . . 605 1, - L __ , 5 8 5 ... .......... ......... . .. . ............ W U U_ .. . ...... . ..... . . . .. ........ ..... .... .. . . . . . . lob 66 . . . ........ . . . . . 11 : - I - 1 . I I 'L, . . . . . . .. ............. . ........ ... ...... ...... ..... .. . .. 585 T . 'r A P . Y ...... .. .. ...... ... . . . ...... .... 596. 456 .. .. . ... . ... .. . .. .. ... ? ...... ... . ASS 5 J' .. . ... . ........... t 1 0 6 8 1 0 + 6 10 ED ... . . ..... - - - - ............... 570 580 ... .... .. . ... ... . . . .... . . Pi?npnqf:r) RA n r . .. . . ... . . . .. 7-- ........ . ..... .. .... .... ..... ..... . ---- . .......... .. ... . ... . ....... .. . .. .... ....... . ..... . ..... . . ... . . .. . ...... .. ... ...... . . ... . ... . ... ... ... . ... ... . ...... . ... ......... . . . . . . . L -L -L I ­­ ­ 11 111.1.11. - . .. I I t ... ..... . ...... .... ....... . ....... ............ . ..... . . . . .......... .... . ... . ... ... ... . ..... .. . ... . . ... ....... . . . .. .. . . . . ... ..... ..... .... ............ . .......... . .................. ... Z . .. .... Orr Z 58 0 - - - - - - ­­ --- . ....... . . ... C:) q . ............... ... . . . ...... ...... .... ....... J= I I FY qTj N r r PA n - --------- V .. ... ................. ..... ....... .. . ... 575 . .... ...... ... . ......... . . .... 0 ........... 00 . .. ..... . .. PROPOSED GRADE - 75 9 . ...... ........................ 1.2 �4 1 to 75 575 < 1_7 > r > Zr, Z > 7r L ' L Co 575 . ........ Co . . . . ... ......... . . ... .... ... .. 9+ ........ . 1 0+ 00 CSI 1 5 . . . ........... .... + . . . .... InIn. ..... . ... + + + ROFILE__( C*4 + . .. ..... .. 7 �R �pq + - + . ....... ... ... .. + + 33 .57' SDR 0 r 0 7 Z ...... .. . . ........... . ....... ........... INE T! E--! NTO Wil Vert. Scale: 1 "= 10 . ...... . . ...... ........ . . ... . . - " - I I r, D R 2 6 2-32 % �2 . . ... ..... ....... . . . . ..... . ... ..... . ... ....... �� +_ - IV) . ...... ... . ... . . . 11 "Ill.- L I I I L - . _. . ;.,� . .. .... ... .. ... _< ........ ..... . . ... ... .. .. .... .. .... . . . .. . . . ... ...... . . ... ... ..... ... . . 590 . ........ .. . .. ..... ... A".DN'C- ERIl .. ...... .... . .. 3 , - E 5 r v . . . . . . .. . . Lr' L LLL LLLL60. 97' 8 jPVCj j S1 .. .. ..... ........... .. ... . ... ... .. .. ... . ... . . . ... ... .... .... . . . I I - - -1 - U) , W , LL - . . . ... .. ...... ... ....... Cn (n. . . .............. ..... . Cn in V) er 1 6 V r 8 6 L )L j 5_r_- (n V) in v) -8 11+00 12+00 . . .. .... ......... ... 1 lk� - -- LA --­­ L , ' I . .. I I I 4 E- . ... ... ........ . . . . . . . .. . .. . . ....... ...... . . ..... . .......... . ..... .... . 585 . . ........ .. .. ......... ... . .... . . . ... ... ......... ... ....... ................. ------- - - - - -- . . .. . ...... . .... ....... .. ...... .. . .... . .. .... ..... . . .. . --- - - - - -­-­ .. .. ... ... . ......... .... .. [ . , , " " - . I . - ' I 1 1. 1 - - . . . .. . . ... ...... .. .... . - ......... ... ... . ....... : "' - - - � -- 1111111111111'r 11 - - 580 . . . . ... ..... ..... ... ......... ....... .. .... ... ... ...... .... EX :11 P E P 6 W A TER L I NEL_jj 1.5 . ..... .... ... . CD .......... .... ... ........... ..... . . ...... . . .. . . . ....... ... . . ... .. ....... .... . .. ....... . .. . . . .. . ....... . . ..... .... Cq .. . ... . .... ___CD Co CD im U.1 iD1 1 'L , ­ " L , 'L . . . . ........ .. LC . ... ....... ........ . ... ..... .... . . .. . . ...... ..... . ... ... .. 'C�6 Lri ... . .... .. I CSI C=; e Ij erV, 5 8 2 8 1 r 8 C :5 r-: I M M I III ui + .... .... ..... . OD cc 0 . ... .... . ... . ...... . ......... ......... ...... �2 + '�2 ... ... ...... Col + + (If + + . . ......... . ........ . . . . . . .... .... ...... . . . ... .......... . 0 0 0 j 'Lr L j . . ....... . ... ........ .... .. .... . ............. 7 1 - - - - - - - . ........ .. Lj 0 0 10 0 0 , , BUSHWOOD WATERLINE PROFILE RP9 Horiz . Scale: 1 3 0 Vert. Scale: 1 10 _jjUSHWO oriz. cal 605 600 595 590 585 580 575 57 0 565 640 6 3 6 3 C 62 C 62 6 1 6 1 0 6 0 0 6 59" 59 58 57 57 5 6 56 55 625 620 615 610 605 600 595 590 585 580 575 640 6 3,' 6 2, 62 6 1 61 60 5 9 CADDY 2 WATERLINE PROFILE ILPR P 9 riz . Sc ale I = 3 0 �Hvecrt. Scale: 1 10 (EX1 z -Ww . :i . OB OC Do �_ 11".. 2i- z U-) . ..... . I . ............... ... .. ............ .. ... . ... ... . 625 C) pz 625 . .... ..... 7 o�o_� - w co . . ...... .. . ... . ...... ....... .. ... . . ....... . . C) C6 .. ........... __,Q ___­­­­­ .......... ............ ......... ... cf, 10, Q .. ............ .... . . . ..... ... . ................ U, ­_­­ . . ... ... . ... ...... . ..... .... ........... 620 6 CD =_ C:>L .......... ... ....... .......... .... ....... .. CD ..... .. ..... . .... ... ... .. ...... ..... ..... ..... ....... . ........... ...... ... ....... ..... ... ........ . .. . .......... 2 !:2 T . ..... . P� P� C D -00 r -CC 62 0 C�l C 0 . ....... .......... . .......... C)r .. C ..... ... ......... . . .. . . ... . . ... ....... ..... . C. 635 ......... . . .......... . . . .. ... .......... . ..... . ...... 6 1 5 CD ............... E.0 . . ... ... ... . U)L ............ . 6 1 5 ... in i _r - .. .... .... 0 ..... . . ... V) .. ... .. ... .. . . . .. . ... .... a .. . 0 .. .... . . . ....... ......... . ....... NONE ...... . . .... ... . . . C> ... ..... . ....... ... . . . . . . ... C) ) 6 1 5 . ............... .. . ... ..... ......... . j . .. ... ............ ..... . ... . . .. . ...... . .. ......... ... . . . . . . .. .... .. ........ ......... .. .. F� . . . ....... . . . ......... ... .. ... . . . . ... ..... . ... . . .. ........ .. .... ... ... . ... . . .... . ..... ... 630 ...... .. .. C11 Co 00 00 . ... . . .... .. .. .. ..... . .. 610 - - - - - - ........... ............ . . . ... .... ....... ........... ............ . ......... . . . ..... . ...... 1 ........ ....... . .... .. . .... .. . ... . .. ..... d . . .... - ' "' "' - 1.11, - 1.1.11.11 . .... ..... . .... -Wj A T E F E e-, 61 0 .............. ..... ....... ... . . ................ . ..... . _ . U") ......... . . . . . . ..... ... . . ...... . ........... ... to ... . . . . . . . . . . ...... .... 625 595 605 .... ..... . . CD C> Lr I FL L L L L L. L - r Z_: ! C . j ' j L ' - j � — L _' r _L : -7 1".. 1 1 .1 "I'll, - 1 1141 - "Ill.- - - I I I I I I I - - -p ....... ... ..... . . ................... .... Blooms .. .............. ..... .......... . ....... .. . ..... .. ... ... ... . ........... .. ..... . . .. .. ...... ....... .. .... . . ....... .. . ... ... ...... . . . .. .... ......... . . . ................ .. .. GRADE 620 . ... .. . . .. . ... ... ... ......... .... ..... 605 171 A 605 ............. ...... ...... .....EXISTING RADE ...... . ........ . DE 590 600 10' 600 . ........ ... . ......... . ... ............. . ..... ... . ... ....... . . ....... 6 1 5 .............. .... . 1 . . L ........ ... ....... . ............ .............. . . . .. . . ............ ....... ..... . . . . . E X I STI N G GRADEr ............. PROPO SED,rjr GRA D E 600 1 ... ...... .. .. . . ..... 600 585 595 j- 44-.87' 15" H DIP E- I 1 1 1 j % 7 1 1 15;ii HOP E 57fe 47 ......... ... ... ... ... .............. ......... .... 0 � .......... .. ...... . 1 1 5"r HDPE- 0 4. 2 4 *z .. ... .. .. ... ... . . ..... . .. .... . ..... . . ..... ... .. . ... . . . . . . .. .... ... . ....... .. ..... . . . . ... ............. . . . . ... ......... . . . .. .. .. . .... .......... . . . . 5 95 ............. .52! 1 0 595 .. .. ... .. . 590 f f i 1 n B_ 2 4 .. ....... ..... . -, . . . ... .... X Uj 15 9 0 6 WATERULNE OLO r n n n : 59 . ......... ....... . -I 5 qLL7­3 1 5 SrTr 0 k Mjj j 590 t i o n 1 0+50. 44 GIZA .. .. ...... 4 B 590 35, 1 nin . . ......... . . . . . . . . .. . L M rzLF!v 5 9 4 . 1 6 4 0 .... 575 585 C I 0 ............ .... ..... . . 605 r 5 8 5 ... .......... ......... . .. . ............ W U U_ .. . ...... . ..... . . . .. ........ ..... .... .. . . . . . . lob 66 . . . 1 11 : - I - 1 . I I 'L, - ... ..... ... . . . 585 T . 'r A P . Y ...... .. .. ...... ... . . 596. 456 .. .. . ... . ... .. . .. .. ... ? ...... ... . ASS 5 J' .. . ... . ........... t 1 0 6 8 1 0 + 6 10 ED ............... 570 580 ... .... .. . ... ... . . . .... . . . .... . min 7-- ........ . ..... .. .... .... ..... ..... . ---- . .......... .. ... . ... . ....... .. . .. .... ....... . ..... . ..... . . ... . . .. . ...... .. ... ...... . . ... . ... . ... ... ... . ... ... . ...... . ... ......... . . . . . . . L -L -L I ­­ ­ 11 111.1.11. - . .. I I t ... ..... . ...... .... ....... . ....... ............ . ..... . . . . .......... .... . ... . ... ... ... . ..... .. . ... . . ... ....... . . . .. .. . . . . ... ..... ..... .... ............ . ......... ... . ...... ... L . . ......... . . . ..... Z . .. .... Orr Z 58 0 r 0 . ....... . . ... C:) q ....... ... ... . . ... . . ...... 575 .... ....... J= z z . ........... . ......... ..... ... ... .......... .... . . p v Z' Z V .. ... ................. ..... . . . .. . ........ 575 _ . .... ...... ........... 00 . .. ..... . .. PROPOSED GRADE - 75 9 . ...... ........................ 1.2 CD 1 to 75 575 < 1_7 > r > Zr, Z > 7r Co 575 r- Co icy; 9+ 80 1 0+ 00 CSI 1 5 r- + ... ..... . ... + + + ROFILE__( C*4 + 7 �R �pq + - + . ....... ... ... .. + + 33 .57' SDR 0 r 0 7 Z Vert. Scale: 1 "= 10 ........ . . ... . . - " - I I r, D R 2 6 2-32 % �2 !:2 . . . . ..... . ... ..... . ... ....... �� +_ - IV) . ...... ... . ... . . . 11 "Ill.- L I I I L - . _. . ;.,� . .. .... ... .. ... _< ........ ..... . . ... ... .. .. .... .. .... . . . .. . . . ... ...... . . ... ... ..... ... . . 590 . ........ .. S t 6 t 1 o n 1 + 2T 0 4. .. ...... .... . .. 3 , - E 5 r v . . . . . . .. . . Lr' L LLL LLLL60. 97' 8 jPVCj j S1 j 26, @ j L R 3 64 ... . ... ... .. .. ... . ... . . . ... U) , W . Cn (n. Cn in V) er 1 6 V r 8 6 L )L j 5_r_- (n V) in v) -8 11+00 12+00 13+00 13 d CADDY 2 WATERLINE PROFILE ILPR P 9 riz . Sc ale I = 3 0 �Hvecrt. Scale: 1 10 (EX1 An OB OC Do 2) 640 U-) . ..... . I ............ .. ... . ... ... . 625 C) 625 Lo Co 7 OEX2 04 `E X 3) . ............ . . . ..... ... ­_­­ 6 1 0 620 ........... 620 6 CD =_ C:>L .......... ... ..... .. ..... . .... ... ... .. C4 ... ........ . .. . .......... 2 !:2 T . ..... . C D -00 r -CC 62 0 C�l C 0 . ....... .......... . .......... C)r .. C EX ISTING G R �A[)F 620 C. 635 .......... 605 6 1 5 CD E.0 U)L 6 1 5 ... ......... L ' L . d L ... ..... ..... .. . .. ................. .. ..... ... ..... _r - .. .... .... 0 V) .. ... .. ... .. . . . .. . ... .... a .. . 0 .. .... NONE ...... . . .... ... . . . C> C) ) 6 1 5 ......... . j . .. ... ............ . .. . ...... . .. ......... ... . . . . . . .. .... .. ........ ......... .. .. F� C D ... ..... . ... . . .. ........ .. .... ..... . ... .. .... . . . . .... . ..... ... 630 ...... .. .. EXISTING ............. . .. . ... . . .... .. .. .. ..... . .. 610 - - - - - - ........... ............ . . . ... .... 610 . . . . .... . . ........ ....... . .... .. . .... .. . ... . .. ..... . . .... ..... -Wj A T E F E 61 0 61 0 . . . . . ... . . . . . EXISTING s t a t i o n 1 0+65 0 ... . . . . . . . . . . . . ... . . . . 625 595 605 .... ..... . . CD Lr I FL L L L L L. L - r Z_: rrrr r rrr r r ­� 00 A . j ' j L ' - j � — L _' r _L : -7 605 ........... Blooms .. .............. ..... .......... . ....... .. . ..... .. ... ... ... . ........... .. ..... . . .. .. ...... ....... .. .... . . ....... .. . ... ... ...... . . . .. .... ......... . . . ................ .. .. GRADE 620 605 171 A 605 I N V I VOLU DE 590 600 10' 600 6 1 5 E X I STI N G GRADEr PROPO SED,rjr GRA D E 600 600 585 595 j- 44-.87' 15" H DIP E- I 1 1 1 j % 7 1 1 15;ii HOP E 57fe 1123 1 1 5"r HDPE- 0 4. 2 4 *z 5 95 .52! 1 0 595 580 590 X Uj 15 9 0 6 WATERULNE OLO 0 1 5 SrTr 0 k Mjj j 590 t i o n 1 0+50. 44 4 B 590 6 U_ . . . . .. . L M rzLF!v 5 9 4 . 1 6 4 0 575 585 C I 0 605 r 5 8 5 W U U_ a t i o ri 1 4 + 9 2" L5 r _LEVr 0 lob 66 . . . F, a C j f r � ) L LL - ' ' ' ' rLL 'r 585 T . 'r A P . Y 596. 456 a) 0 . . . U + t 1 0 6 8 1 0 + 6 10 ED tP RO PG S ED G 570 580 2 5 8 0 600 0 + LE V 5r 9 4. 0 46r.rr-r r + Z Orr Z 58 0 r 0 C 580 565 575 v z z --- --- ------- ---- - - ------ -- v Z' Z V Z>L 575 _ EXISTING GRADE Z PROPOSED GRADE 75 9 Z8 0 1 +; 0 1.2 1 1 + 00 1 1 75 575 < 1_7 > r > Zr, Z > 7r 575 9+ 80 1 0+ 00 1 1 + 00 1 1 1 5 ROFILE (EX3 EX2) ROFILE__( ) 7 �R �pq , , L L LL L - - ' L - , , rj , j j, , r , r r r "' L 'L j j ­ L 9 oriz. cale: t 3 0 33 .57' SDR 0 r 0 7 Z Vert. Scale: 1 "= 10 1 5 ? rrSTORM . - " - I I r, D R 2 6 2-32 % 590 S t 6 t 1 o n 1 + 2T 0 4. 3 , - E 5 r v . . . . . . .. . . Lr' L LLL LLLL60. 97' 8 jPVCj j S1 j 26, @ j L R 3 64 er 1 6 V r 8 6 L )L j 5_r_- 585 ................. 580 EX :11 P E P 6 W A TER L I NEL_jj j j 575 S t u t i u i i It+ 2e e Ij erV, 5 8 2 8 1 r 8 0 M 570 0 0 0 0 0 j 'Lr L j Lj 0 0 U 0 0 , , 565 5 LO 00 Mrr CN 10 'r Co 0 Lo 00 in CO - Co + 10 Lq 0) rrrrrrr r Lo + In 0 In + M In + . 11 j rr rr - ­ LL LLL " rr r rr - . , - W I 560 z Zjjjj 0 0 r Z Oj. ZL r 0 0 > > Z r Z V) > > > Z-Zj > >I Z j j Z j j v Z 555 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17475 SANITARY SEWER PROFILE (E E Ul R p 9 Scale: 1 3 0 Ve. r t. S c a I e 1 10 STORM SEWER PROFILE (2 EXI Horiz. Scale: 1 3 0 605 600 6VI61 590 585 580 575 570 565 6 1 0 605 600 595 590 585 580 575 570 565 94 Ho ri z . Scale: 1 3 0 Vert. Scale: 1 10 ILE (2 > EXI 640 535 630 625 620 615 610 605 600 595 590 50 E Cm > E ry OP M16HAEL F. MYERS Lie. No. 33028 07/14/17 -10NAL 2) 3 625 625 OEX2 04 `E X 3) 0 6 1 0 620 620 r r ............. . 2 !:2 T C D -00 r -CC 62 0 C�l C 0 . ....... .......... . .......... C)r .. C . ... . ............. 620 C. ... ........ . . 605 6 1 5 CD E.0 [.0 6 1 5 ... ......... L ' L . d L I ' , LL L L , , -r '11111111 ' L -LL,LLL- ­ r r r - r r r LL ! rr L r _r - I r r r.rrr. r j .. ....... ... . . NONE 6 1 5 ......... . j . .. ... ............ 6 1 5 C D EXISTING ............. . .. 600 610 - - - - - - X 610 ........ ....... . . ... . .. ..... -Wj A T E F E 61 0 61 0 EXISTING s t a t i o n 1 0+65 0 595 605 CD Lr I FL L L L L L. L - r Z_: rrrr r rrr r r ­� 00 A . j ' j L ' - j � — L _' r _L : -7 605 ........... Blooms .. .............. ..... .......... . . ....... .... .. . ....... .. GRADE 605 171 A 605 I N V I VOLU DE 590 600 10' 600 600 600 585 595 j- 44-.87' 15" H DIP E- I 1 1 1 j % 7 1 1 15;ii HOP E 57fe 1123 1 1 5"r HDPE- 0 4. 2 4 *z 5 95 .52! 595 580 590 X Uj 15 9 0 6 WATERULNE OLO 0 590 t i o n 1 0+50. 44 590 6 U_ L M rzLF!v 5 9 4 . 1 6 4 0 575 585 C I 0 r 5 8 5 W U U_ 0 '4- F, a C j f r � ) L LL - ' ' ' ' rLL 'r 585 T . 'r A P . Y 585 a) 0 U + t 1 0 6 8 1 0 + 6 10 ED 570 580 2 5 8 0 0 + LE V 5r 9 4. 0 46r.rr-r r + Z Orr Z 58 0 r 0 C 580 565 575 v z z --- --- ------- ---- - - ------ -- v Z' Z V Z>L 575 Z 0 75 9 Z8 0 1 +; 0 1 1 + 00 1 1 75 575 < 1_7 > r > Zr, Z > 7r 575 9+ 80 1 0+ 00 1 1 + 00 1 1 1 5 ROFILE (EX3 EX2) ROFILE__( ) �R �pq �Ho r i z �S c al e : 1 3 0 9 oriz. cale: t 3 0 Vert. Scale: 1 "= 10 E Cm > E ry OP M16HAEL F. MYERS Lie. No. 33028 07/14/17 -10NAL 0 11,101 IT, N Sim 91 RA NONE Blooms 0 11,101 IT, N Sim 91 RA Line Inlet DnStm Drng Ftunolfl, -Incir Tc Inlet low Known invert Invert Line Line Line Capac Vel Pipe No. ID Ln No Area Goeff 11 CxA Width SI, Sw S1, Sx Depth Inlet et Rate Up Dn Length Slope Size Full Ave Travel ( ac) (c) (rain) (rn in) (in1hr) (cfs) (cfs) (ft) (ft) (ft) (ft/ft) (in) (cfs), (ft1s) (min) 1 4 Outfall 0.07 ----------------- 0.64 0,04 5.2 7.24 4,56 0.00 599,18 594,40 112.714 4.24 15 14.41 7.72 O.51 2 EX3 l1 Curb 0.59 0.75 0.59 5,0 7.24 4.27 (100 59974 599.28 44.870 1.03 15 7.08 5,16 0,21 3 3 Outfall 0.58 0,80 0-46 5.0 7,24 3.36 0.00 59624 594.40 71,520 2.57 15 11,22 6.21 0A4 4 1 autfall 0,25 1 0.85 021 5,9 7,24 7:20 0.00 58610 581.73 86-510 5,05 15 1532 615 0.24 Grate Sag 4 043 005 019 5.0 i 7,24 1.40 0.00 588-00 586,20 62.981 2,86 15 11,82 2.36 0,92 6 i 5 4 -1,01 &62 0.63 5,0 714 4-53 0.00 1 587-00 586,20 108,470 0.74 1 15 1 6.0-1 1 4.72 1 0A9 I Line Inlet Drnq Inlet I i Runoff Incr I Q Q Q Inlet Curb C Ju Gutter utter Gutter ro Css Cross Gutter Gutter No. 10 Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw S1, Sx Depth Spread (ac) (rain) (in/hr) (cfs) (c Is) (cf s) ief S) N (ft) (ft/ft) (ft) (ftift) (ftift) (ft) (ft) 1 4 0-07 5,0 5.69 0.64 0,26 2.50 2,50 0.00 100 8.00 Curb 0,050 2.00 0,083 0.020 023 5.26 2 EX3 0.59 5.0 5.69 0.75 3.36 0.00 0,85 2.50 26 8.00 Curb 0.083 2,00 13,083 O,020 0- 1-37 SHEET NO: 11 of 14 3 3 0-58 5.0 5.69 0,80 2-64 0.00 217 0.47 82 8,00 Curb 0.040 2.00 0.083 0,020 U4 4.86 4 1 US 5,0 5.69 0.85 121 2,28 3.49 0,00 100 6.00 Curb Sag 2,00 0,033 0,020 0.29 832 5 20,43 5,0 5,69 0,45 1.10 0=00 1,10 0,00 100 Grate Sag 0 2,00 00'500 037 00,083'5 0.74 6 5 1.01 5.O 5,69 0,62 3.57 0,00 2.35 1,22 66 U0 Curb Q;Q20 2,00 0,020 0,28 4.74 STORM SEWER PIPE CALCULATIONS STORM SEWER INLET CALCULATIONS 4001, A- X- X- X- X- X- X- x----4Zx x x- x- x- x- x- x- x x- x- x- x- x- x X� (j) Z - r M I U�-VL sa A S55`36 50" T olm! L -EDLICH D 164 L B EL 2 Q\ cin W/Ai L� ..... -/'ID WALK Prof.t. 5' OONC.� S .. .. jj5" DPE DA -2 A 0.43 M U OF 4 JCHAEL F. MYERS Lic. No. 33028 07/14/17 9NAL DOM. PROJECT NO:16.0119 INDEX TITLE: SHEET NO: 11 of 14 ■n■ Sam Booms DOM. PROJECT NO:16.0119 INDEX TITLE: SHEET NO: 11 of 14 OF CURB INVENT LINE t -10,11 -� T �I I 3 FST BUILDER'S OPTION: AREA MANY He CONCRETE. BOTTOM OF CURB MAY +_ F'OLLO'W SLOPE OF SUB -BASE _ PROVIDED AS MINIMUM DEPTH OF 7 IS MAINTAINED. t r QL. I. CONCRETE TO BE BC CITE MIX CLASS A 3500. 2. WHEN USED WITH I TAOILIZED, OPEN -BRACED DRAINAGE LAYERS, THE BOTTOM OF THE CURB AND BUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF THE SUB --EASE COURSES AND TO THE DEPTH OF THE PAVEMENT BUT NOT LESS T14AN THE THICKNESS SI -OWN, 3. ROLL-TOP CURB & GUTTER MAY BE USED ALONG SUBDIVISION STREETS HAVING A DESIGN SPEED NOT GREATER THAN 30 MPH. ROLL TOP CURB & GUTTER NOT TO SCALE VIN" OTOPCURB OT TO SCALE AEI I LIFT '',I jT -H 12 ­ld` .A`._T IV') a LII; T H, .)LE ! r '- DIAMETER' ?LE I5 r}E ;?;II,Ei=, F,,`F,,`THE LI`._ F r;' UI ",H EJ<. ",VIETE=R`_;- ' - N Tr'= 1 _ , '.L I(.'r ETE'"' ETEF' J 5 - 1 1• mT I 5 TYPICAL METER BOX i R�IAOT TO SCALE CE`':IFLE E Ti PS J MUTE: KITH ,T IFLESFS TEFL I ALL NEC TC E 1 Tlt; tH LE Hr LL w E s Ef� Nr FLEXF- LE � 1 E Tl ?! 80`_',T .. f . �T,7LLEi3 E PSI C .H I -C ED TD FL016f Ht 3tylf II H TIE - MANHOLE WITH BRANCH TIE-IN DETAIL RP12 AOI' TO SCALE 2„ R 6" A A A P A A b d d a A ID P P P - _ 4 - - - - - - - 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST W PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4• FOR USE WITH STABILIZED OPEN -GRPDED DRAINAGE LAYER,THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE 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 OF THE VDOT ROAD DESIGN MANUAL. ERE NCE COMBINATION 6" CURB & [GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2 CG -6 DETAIL P12 NOT TO SCALE 'THE BOTTOM OF THE CURB AND !CUTTER MAY BE CONSTRUCTED [PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A [MINIMUM DEPTH OF 7" OS MAINTAINED. 201,03 6 CG -12 DETAIL '12 NOT TO SCALE EXPANSION XF` EO O'FT.0 OF MET JS11MT +wONST, 'y% EXPANSION JOINT n '3tJ KRAAdE ri COVER _ R 3 BARB D `t {'GUTTER APPRGA�:H C SEE (TPN .1. fC-2._-- BACK E SIC W4 JDINT BA3 G ! I 1 r C BAfr7' r 5..6:,5„ BARS R a w SUBBASE r-.-P,a4RS F .. OARS F� CLOTH E I kthP.DWA�R ))J ai 1 s a .. 1 WEEP HDLG. SEE NOTE 8 Lw( n t�+ �777Fi I _ w i I, - - _BAF F I-• BAF A K-v I ARS G FAGS OF WIYU--I I- ra i !! GUTTER '.t,'R K CON TP.OL JtsINF i;f.A'K F.ONT3?t:L JONdT-� , 0 f 15' �gtlr'; � PL AN j.. � raGCT{!LAN A,"{4 [-A AX. KEYED CDN -T, JCmNT L-VWEAIELE MAX.. .. .._ 21, 1 / -ft-T, f"' WAP -PED GUITER B9AF;( A (SLIT 7ER !1 i t�a µdyt BARS F '� 6.akS BI c1 Lv t _ ,N '` _ 3 -W3" DMME,'ER - - 0#t5 E I WEEP HOLE FRONT ELEVATION �` r'a ,D�s E _J..,_ --- (GUTTER REMOVEDk 'Ver $„ s)!!'° SENT PLAT£ SECTION B-8 3YPE'A NOSE Tt£TNL SHALL BE USED WITH CC, 3 S GC -7 STANDARDS "j`X!f;" 41 El TYPE D NOSE OET,NL `,HALL BE 105121 V113H LG -2 & CC -6 STANDARDS. TA YPE' . T'LPE H '' ti,' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT OH .UJ At>1GLE OF 08'30' TO ANGLE [RCN AT 2'C=C. CONNECTORS AND IS T'}'' BE ANCHORED WTSI€.I/z" X 4' SPUD SHEAR NOSE DETAILS WELDED T6 DENT PLATE AT TC -C, 2„ RA'vEVENT Di•3A L Ro-5F5 L bl-..E L -�• WN:P.D PAVEIAEl2T �p N Jill 1 DETAIL- WHEN USED FOR USE ON GRAo£s ADJACENT TO CURB FOR USE 04 SACS WITHOUT GUTTER 6TJ7H SIDES T6 BE-SYMMcTFH(,AL 1,V00Fr SPEOIFICALOCT ROAD AND BRIDGE STACIE„> Q5 STANDARD CURB DROP INLET REFERENCE.. sH+ET 1 cF a R£u!sFEN DAIF 12" - 30" PIPE MAXIMUM DEPTH (H) • 8° des t0a.09 i)8✓IO ✓IRri `.R -0F, pEPART3.+lE7JT {jf?HIe+`aP[lfi `i A'(&biJ '10 DI -3 DETAIL RP12 NOT TO SCALE 4 2' RADIUS 18" 7�2" 15" MIN " SURF, MAX, BBASE a NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSt IF PRECAST. 3, CURB ONG FACE OFHAVING C RB) WILL BE PAIDOF OFOREAS RADIAL CURLESS B, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED q MUCH AS 3" (21" DEPTH) hN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHO�N IRI APPENDIX A OF THE VDOT ROAD 'SIGN MANUAL. 6„ a--�.- d SURFACE SEE NOTE 4 a a'_^n. BASE a SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPEGFICATbkI REFERENCE STANDARD 6" CURB 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.0, 3 CG -2 DETAIL P12 NOT TO SCALE IPE IZE 2." 24" R SIZE (C -;'Z NUTS t:' Mr'C.vEIYTa OF C:UND R,kQPa OCNSJST OF THE FCLLQvm45: 2'-3�f4„ FI1CF*.v_LG CEIIENT 51DEVIALK (DEPTH IN INCHES,?FEA IN SCIUPRE YA0tO : GENERAL A �+AL N Fi �Esl G CLRD WHEN .EGUREQ (C. i -`a OR rr^ 5 IN LINI79k FEETk 1 THE DETECTABLE '`HALL LE TPOVIPFIJ B. TRUNCATE-) UF QETECTA3LE WARNING I:;F.FhCE d AREA I'; EGUARE YARCS) EACH OF THE ABOVE ITE:NIB I�i A.'E: A'ATEPAY ITEM Ah U- SHCULC C:oQco`� BE KIb,M,�AVEO FOR Ei.H ". 9 L'+T HAV'F, 2, DETECT'' LE WA+ NG HILL BE F•t 94 THE MATERIAL' A rV ED LIST FQR, t ETE TATLE y A+YIAN LFlCES, RO lirT ,T LI' TE,) aHALL MEET THE P EOJIRE.EHT.7OF THE YEiIT_ PRA"v I`I(,N FO,r CO-1TETECT'�3LE "IC)Eh{`•L -� r tt i HAY. �4G', ,V",r.x A RNI C SURFACE AP! SHALL TiE > €MITTEC TO THE STAFF IIRCS ANI. •T'Erlf L aE It N E.: Tlr + F'OR �-IRp AL , - 3 LOANIC SUE OF _L RASH? !JAY BE F()I E7 Mt)N,)LITHJCALLY 'WITH RAND � t }7 FL .K CR 9Y SING 1 ERf.I- ISLE ( T::11TI N J- INT WITH 7EVJIREIs H N.R. '. 14, IF RA)AF FLC+'r I "REAL ST HOLES RX.JS T BE PR ICED FOR S DOWEL AL'S ..O &' � +R,� ---5 �'---^ .,r"�-_ THAT ") TI 'I-;, FLe"RED -I E' CAN VE `sl- It LFL:E AF TEt. 'LF:EN:_NT LF +' Er wST mw FLOOR FFE -9T CG - ETE SHALL HE CLAS-; A -'F -'ENTER - y T�pC- �- A '� RE ,AqE' i.Mtc, ''NE TO EE PTI.. X N PLACE{', - TO S;E"ITER( hL{Nki BOTH SIDES OF THE R.VF FLOOR, +LIG DEPTH OF f?E``31P FIFOO`3 MINIMUM PERPENDICULAR 6 CI.riHt r..F6 A "3 (1TTE- .LvrE TR/sF .lilyV. nCJACE^!T TC..J"E v7!t'-:f>y4�:1r.E IN"vL4��ED IM PAY/dEs,T F'3r( ,r.+. . r=.Vf,' 'C. C1TTEfi C' -q -0 -RETE c,f VER 0/,',%___ .,.�'."y`Y�'�u'-�T5 ",elfu7 CUR" RrAA',!'S rr?E TS' BE LOi;ATEAtS: SH WN FON THE .PLANS CR °.S VIRE;TE7 THE EI-CILEER. THE'r' n."iE T;r. 3E �e "ISE T 4 TE"SECTIED^as WHERE`:°Ef', 'v� .,;�'^`•3 v"-'�`0,.-..-.-•-.oe..BY `""iry"� 'Ni'"® i '+' .l'°" -, P WITHIN - THE RIGHT ' F / F A HI H4 t F [LIT 1 E f "LTE T k E H y} 0 A 4 -aL t lY ` VIVAX r, ----1- - _,-- t - ,-- .E - R WCL~ IS EXISTING,'n HGSE) U r 'E�," 4HETHE �. .�-- OR-4011EXI TE IT THE' MUST 2E UCv:TEG4FHI14 ILDESTRILNN . rR�"' hFL:KE A} HCWs ON LA'rs R ~ OIFE TED U� THE ENNNEE`z AM 11 -CUL NOT •-`- ' Y-'- T'YPE B D LOCATES HEHIN5 VEHICLE STOP LI `ES, EXISTING LIGHT LE FIRE PROVIDE PAIRALLEL H ICRANT Dir- FACET ETM, A,LFESLIHLE ROJTES A CCNTI'JOCK t TRi TEU 1TABLE FIaM -NU LIF RESIST N+T PATH 4' tvtiE Tiw^ ALL ACCESSIBLE EFbkNT -F A FAtCILITY THAT AN 3E AFPKilYCHED,ENTEIRED ✓,<r .,v. _'" Jy Xi t:4E-? ta: f'EI.E` TI+I"f NT K� tr 1_ \ *V 1 11R.AK05 'MAY E PLACED dJ RA [AL ,''-R TQ GEH71, "ECTIOt , R 17ED THAT THE C4'3 UPENINI;: l L -CEG WITHIN THE LIMITS OF THE NO^SS'*ALN .'rn `N 't - ` THAT THE SLOPE 'T- THE orv,ECTION OF THE CWRe) LI?Et£I:.C- 15 PE'PES/DI.;k3L.`,? TO THE !LRB. `_.•F --2 -� t.,. 1 TY�ICPL ,r lt'H N THE ENTRANCE RAr Ary"„ g, rr> RETE'EVIEWALK IS 4" THICK, WHEN 11 `.T 'i0,'.TE THE ORN,INC REIUUIREMENTS OF kNTKIFATE-` HEAVY T:RLtC.0 _ _ ___- ''"R l.uN*`''- -11CI)V+ TF fFl aEFER TD T{lif F?,:➢ ., 1-„ ,Ds.MER_I,L EIiT,RrJdr'-E (HEA•'s'! Ut _ �" AT 1K _ _- -.� �-- •7 F' 2' HIGHER THANTFJ,,.+ T..AFFIC) FUR DONCRETE DEPTH. "?t ----- -"- .:F PAVEMENT G ',HLTV "1:26 hAA4"4 ARE ,USED: IN CL ' ^lCTIC"1 WITH A SHC.RED USE PATH: ` AT;K;K ,,SAVE AS T-0 OF CLRa THE MPP VM AIDTH 1,HALL :9E THE Y(F: TH OF THE SHNIEL LSE PATH )f WHEN ONLY E CORE, 7Ad IS I ROVIpEa FOR TWO CROSSIMS3talo :?N"Li, TYPE C a'x LAnDN n:,E HLL E PL.rnE T v NEu'•rEN P'H ELLHF' PARALLEL &+fPERPENDICULAR INT]HIT.T? THE 7RAVEL AY THI: 4' LAYDITOEAREA MA' INCLUDE THE JTTER F4V -t ."a SE WHERE CURB RAM " LTERF'T A F L SEI -TION °`F LLeoAT RTT H t M;:C SURF CE SHALL HAVE t F ,TQF< P OQ 0?.6E FIELD JUdEE'J nY THE A:'d!JFAt TJ.i Eq TCS `VATCH O IFLO A RE MRM, TRUNCATES' O:HE ;t. 14 r . 5 a t,•:. - 1'q i THE 3A(Y F IRE3.. "1' I' K` `J rf C5 [t :? cT u D - TRAM ? Daar � )rTc ,, c �r Lr,ir, C. J U 0-1 0 0 0 O O; 7 0 U TJ�'U At§'UE; ?Ir'39ETER > n - r _2_2bG o s. C) U O -_'VETE T ^':SLE Y7 NR 144,'' AT BC Y, OF "I'LL itiluTH :;F "I'll, SEE NOTE 17. _ GASEy'OIA' ETE{t I' i"A1 LIMIT'., DETE';TABLE WARNING TRUNCATED DOME DETECT SLE 'NARCN NG INSTALLED CIN A RADIUS DETAIL DETAIL XVDt CG -12 DETECTABLE WARNING SURFACE E;:IFICA TIC14 t.EFERE-,CE ,,.4..} kI rE ',T64.!AI JS (GENERAL NOTES) 105 tl PATE SHEET Y:iF REN'IEI 07fI5 JIFIC IA C17PAFTh+ENT ,.F T*.A';Si"=CltT47I1N *jD2 2D}; t 6 CG -12 DETAIL '12 NOT TO SCALE EXPANSION XF` EO O'FT.0 OF MET JS11MT +wONST, 'y% EXPANSION JOINT n '3tJ KRAAdE ri COVER _ R 3 BARB D `t {'GUTTER APPRGA�:H C SEE (TPN .1. fC-2._-- BACK E SIC W4 JDINT BA3 G ! I 1 r C BAfr7' r 5..6:,5„ BARS R a w SUBBASE r-.-P,a4RS F .. OARS F� CLOTH E I kthP.DWA�R ))J ai 1 s a .. 1 WEEP HDLG. SEE NOTE 8 Lw( n t�+ �777Fi I _ w i I, - - _BAF F I-• BAF A K-v I ARS G FAGS OF WIYU--I I- ra i !! GUTTER '.t,'R K CON TP.OL JtsINF i;f.A'K F.ONT3?t:L JONdT-� , 0 f 15' �gtlr'; � PL AN j.. � raGCT{!LAN A,"{4 [-A AX. KEYED CDN -T, JCmNT L-VWEAIELE MAX.. .. .._ 21, 1 / -ft-T, f"' WAP -PED GUITER B9AF;( A (SLIT 7ER !1 i t�a µdyt BARS F '� 6.akS BI c1 Lv t _ ,N '` _ 3 -W3" DMME,'ER - - 0#t5 E I WEEP HOLE FRONT ELEVATION �` r'a ,D�s E _J..,_ --- (GUTTER REMOVEDk 'Ver $„ s)!!'° SENT PLAT£ SECTION B-8 3YPE'A NOSE Tt£TNL SHALL BE USED WITH CC, 3 S GC -7 STANDARDS "j`X!f;" 41 El TYPE D NOSE OET,NL `,HALL BE 105121 V113H LG -2 & CC -6 STANDARDS. TA YPE' . T'LPE H '' ti,' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT OH .UJ At>1GLE OF 08'30' TO ANGLE [RCN AT 2'C=C. CONNECTORS AND IS T'}'' BE ANCHORED WTSI€.I/z" X 4' SPUD SHEAR NOSE DETAILS WELDED T6 DENT PLATE AT TC -C, 2„ RA'vEVENT Di•3A L Ro-5F5 L bl-..E L -�• WN:P.D PAVEIAEl2T �p N Jill 1 DETAIL- WHEN USED FOR USE ON GRAo£s ADJACENT TO CURB FOR USE 04 SACS WITHOUT GUTTER 6TJ7H SIDES T6 BE-SYMMcTFH(,AL 1,V00Fr SPEOIFICALOCT ROAD AND BRIDGE STACIE„> Q5 STANDARD CURB DROP INLET REFERENCE.. sH+ET 1 cF a R£u!sFEN DAIF 12" - 30" PIPE MAXIMUM DEPTH (H) • 8° des t0a.09 i)8✓IO ✓IRri `.R -0F, pEPART3.+lE7JT {jf?HIe+`aP[lfi `i A'(&biJ '10 DI -3 DETAIL RP12 NOT TO SCALE 4 2' RADIUS 18" 7�2" 15" MIN " SURF, MAX, BBASE a NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSt IF PRECAST. 3, CURB ONG FACE OFHAVING C RB) WILL BE PAIDOF OFOREAS RADIAL CURLESS B, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED q MUCH AS 3" (21" DEPTH) hN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHO�N IRI APPENDIX A OF THE VDOT ROAD 'SIGN MANUAL. 6„ a--�.- d SURFACE SEE NOTE 4 a a'_^n. BASE a SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPEGFICATbkI REFERENCE STANDARD 6" CURB 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.0, 3 CG -2 DETAIL P12 NOT TO SCALE IPE IZE 2." 24" R SIZE 18" 2411. 30" 36" 43" MINIMUM DEPTH 2"-0" 2'-3�f4„ t CONCRETEAR S 19471.Q45 7 C:oQco`� 1 27" 3'-10ifii� 3'_8" kn a 4'-2" v C Lj -t f 4 � I 4 i t NINE MINIMUM AT THE OPTION OF THE CONTRACTOR. HEIGHT CHART 15. CI -7 --------NO GUTTER 1q- FOR'DETALS OF CONCRETE COVER, COLLAR AND 01 -7A -------SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING 'APPROACH H DIMENSION IS ON A GRADE, GUTTER SEE SHEET 2 OF 3. CON!. CORP. METAL DI -78------ DOUBLE GUTTER WHEN DROP INLET 11. M7 -IN PLACE CONCRETE IS TO E CLASS A3 2" 2' S" IS IN A SAG BETWEEN TWO GRADES. (3000 PSD. PRECAST CONCRETE IS TO BE +5000 PS. 18. FOR DETAILS OF PRECAST DI -7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE tOS,Ui, 12• - -CONCRETE QUANTITIES SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR DEPTH {H) WITHOUT PIPES, THE AMOUNT APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, DISPLACED BY PIPES MUST BE. DEDUCTED TO 3'•3 ,t" 3'-2" PAGES 103,0? THIO (03.12, - OBTAIN TRUE QUANTITIES, FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT THE 3'-5" i7: GRATE BARS TO. BE PARALLEL 70 DITCH FLOW, APPROATE CUBIC YARDS OF CONCRETE FOR EACH FOOT CrODEPTH, 8" BNOTES 7. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. - W -�.,, D B 2, THE "H' DIMENSION SHOWN ON THE STANDARDS - - - AM SPEC ON THE WILL 8E 'A I g AND IED THE VERT OF THE OUTFALL -)!4 MEASURED FR01M INVERT m < -_ PIPE TO THE TOP OF THE STRUCTUNE, - PAN DIMENSIONS ARF APPROXIMATE ONLY ( L " H " S .. FOR ' RPO�E S AND ACTUAL IN(, PURPOSES OTING P _ [MAT D B THE DIMENSIONS SHALL BE DETERMINED BY 4i`10NS. BECONDITIONS. MAXIMUM T©EPT i SH) TIO 2 PLAN 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER' REMOVED) RL TO BE SHAPED IN AG90RDANOE WITHSTANDARD A-4'-4" - - (COVER REMOVED) t12" 36" PIKE) IS -1. SHE COST OF FURNISHING AND PLACING ALL B" N 0" (12" - 36" PIPE) MATERIALS INCIDENTAL TO THE SHAPING IS TO BE A-4'-10" (42' PIPE) GROUT INCLUDED IN THE BID ORIGEN FOR TkIF. STRUCTURE, i42" PtPE) CONCRETE COVER fFOR DETAILS SEE 4, IN THE EVENT THE JNVERT OF THE OUTr U,i, -- CONCRETE GONER SHEE7 2 OF 31 PIPE IS HIGHER, THAN THE BOTTOM OF THE (FOR DETAILS SEE R! AGGREGATE, STRUCTURE,THE INVERT OF THE STRUCTURE -SHEET 2 OF 3) SEE NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR 70 AGGREGATE, SEE NOTE?, PREVENT STANDING OR PONDING OF WATER 0 IN THE STRUCTURE. THE COST OF FURNISHING WEEP HOLE, WEEP MOLE. AND PLWNG ALL MATERIALS INCIDENTAL TO SEE NOTE 8, 'a I SEE NOTE 5, THE SHAPING PS- f0 BE INCLUDED IN THE BIO > PRICE FOR THE STRUG7URE. � T 5"Mt -LEFT HOLES 5. STEPS ARE 'TQl BE PROVIDED WHEN H 15 4'-0" -STEPS. SEE Ng7F- 5, OR GREATER. £FOR. DETAILS SEE STANDARD ST -1, _ S 6. REINFORCED C(DNCRETE FOOTING MAY BE -. PRECAST OR CAST -IN-PLACE, TWO LIFTING s I I ROCKS OF FAERRIQATORS DESIGN TO BE X I1»- PROVIDED IN. PRECAST 'FOOTRiG. I I - 4" DEPTH AGGIREGA E It", 9x78 OR 88 X 6" WIDTH. 7. T ... :..:'.:•. •. , • _+ --- 8- 3" DIAMETER W4EESk� OLE WITH 2"Sit2"'-P1.AST1C '"' SEE NOTE 4. HARDWARE CLC)TH •. MESH OR 'GALVANIZED i SECTION A -A STEEL WIRE. MIINMU WIRE DIAMETER 0,03", SECTION R NUMBER 4 MESH HARDWARE CLOTH ANCHORED - CAST IN PLACE FIRMLY TO THE OUTSIDE OF THE STRUCTURE, PRECAST FOR USE WITH 12" TO 42" PIPES 9. THE TYPE OF INLET IPRECAST OR CAST IN PLACE), NOTES (CONT.) DETAILED HEREON, TO BE CONSTRUCTED, WILL BE RECOMMENDED R SIZE 18" 2411. 30" 36" 43" MINIMUM DEPTH 2"-0" 2'-3�f4„ t CONCRETEAR S 19471.Q45 7 C:oQco`� 1 27" 3'-10ifii� 3'_8" kn a 4'-2" v C 241 503 PIPE SIZE12" 15". 18" 2411. 30" 36" 43" MINIMUM DEPTH 2"-0" 2'-3�f4„ 2,_-11e 3,-p. 3._7i«e 4,-2,; CONCRETEAR S 19471.Q45 1.743' 1.3391.335 L731 1.927 11. PAVED DITCHES ARE TO BE. TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG -2A. ti, PROVIDE SAFETY SLABS 'WHEN SPECIFIED ON THE PLANS, INCREMENT PER FOOT OF ADDITIONAL DEPTH H0-:562 CU, YDS. (12" - 36" PIPE) 0,410 CU. YOS. 142" PIPE) STANDARD MEDIAN DROP INLET 1"p°T ROAD AND BRIDGE STANDARpS... 1211 TO 42„ PiPE REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 - DI -7,7,0,78 DETAILS OE C)t } CRETE 'QOVER AND CRATi~ 1 B NQTES CHET I O T +F® 2" DIAMETER DAR 0 10.68 LUS./F7. 1 GRATE A IS 70 8- U5FD LBS./FT..,,EASTM OR N'0.BILLET STEEL BAR Q) ' WHEN INLET IS LOCATED 1N MEIHIQD. OF PLACEMENT 95(5, GRATE 60.}� MEDIAN OR OTHER. AREAS NOT RATE A NORMALLY SUBJECT TO TRAFFIC. NOTES ELL' 2. GRATE 8 S TO BE USED WHEN 1. TPIND GUTTERS. - INLET IS LOCATED 0'N SHOULDER. pII-7 -7q ^NC CUTTER IN ONE DIRECTION. OR OTHER AREAS SUBJECT TO 01-78 =TTER W BOTH DIRECTIONS. TRAFFIC. 2. JO)NTS BBFTWEEN GUTTERS AND CONCRETE COVER ]3 FOR DETAILS OF LOAFS CARRYING ARE TO -BE DOWELS WITH +4 X 8" SMOOTH L1'X2"X/Q" GRADE. sGRATF. f4), SLE ?-D1-7, RGDS Q )APPROX. 12' C -C }'O PREVENT `EI'TLE-.. L2!/'zc" Sk,EE7 03.06. MENT. IN LIEU OF DOWEEL$ A 2" X 4" NOTCH MAY fy - v S"TUU SHc'.AR _ BE PROVIDED. - CONNECTOR DETAIL A } CONCRETE COVER AND GRATE ARE TO BE FURNISHED ASA SEE STAnVDARp T-04-3,4 ALTERNATE DESIGN. SINGLE UNIT. OUTSIDE i CRATE TYPE 3- VARIAB E: 21 OR FLAT?ER.. B I OR III - #5X5'-0" BARS DIMENSIONS OF` RATE TO BE 3 -4 ` X < 17 (GRATE N CFRnM PLANS) (12 RED'D.?.' 4. DITCH GR2ADE MUST DE ADJUSTED TO MEET PLAN VIEW OR 3'-4" X T -11V," IGRATE ED. -,.A -If2V°' DIFFERENCE. IN ELEVATION. SEP. L.ONGITUDINN.. SFE DETAIL Ps-- Kvtit I� ` - 5. N-TERNATE METHO S OF SECTION. - ----- _I _ ' _- . ANCHORING M7GLE :PON WILL 9E ....._.- ACCEPTABLE IF APPROVED BY THE 5, IF DEPTH[(D) BECOMES LESS THEN 4". LENGTH ENGINEER. _ BUP Y WINGS ENA E TO BE EXTENDED AS DIRECTED SECTION A -A SECTION B-13 6. GRATE AND COLLAR ARE TO BE GALVANIZED. 6, CURTAN WALL TO BE LOCATED AT THE END OF GRATE A: THF PAVED CATCH SECTIONS OF THE OI -7A & BPR SPACING CHART : 7. CONCRETE, COVER MAY B£ DI -78 THAT ARE NOT ABUTTED BY OTHER PRreCAS Y OR CAST 1N PI.AL'E, ORNNAGE:. -A W6ZMATEWOVANTITIES GRATE MAXIMUM DIMENSION CnNCREE REINFORCING TYPE q ® 8. CONCRETE TO BE. CLASS A3 IF CAST 7. IF NORMA- BITCH GRADE IS TOO FLAT TO ALLOW CLASS A3 STEEL 7N F LACE, .9000 P,"`,I SF PRECAST, FOR. ADJUSTED GRADE TO INLET, A SPECIAL 0 423 C. Y. 53 LBS. Z 1/z 3 ` GUTTER ]DETAIL WILL BE REQUIRED ON PLANS. - ..- A. GRATE BARS TO BE'PARALLEL. 10 __ __ ..... .__._.. DfFCH FLOW, a'1 , Vii(INLET CH 0" DI rz,_o,. - k 5...1 .�. Z- 1 - 07rCH INLET- 'i`j'✓�'_'_ -- SECTION A -A SEE N TESEE NOTE 3l 4%'f sEk NO E a SEE NOTE "9j BOTH SLOPES FLAT ONE STEER SLOPE G P� t- ONE INTERME14ATE SLOPE- N,ykYs' -- _ DITCH 'L INLET _B'�L ' ` & ,,,ti R -BACK LIP BERM ia- COTTER !RADE TO BE PROVIDED -';. SEE NOTE 6 :� _- -- �_ D 69JUSTED TO 'kAEET AS DIRECTED BY THE _� / v' INLET ELEVA71(Y)N- ENGINEER (DF7A ONLY). LS hiDTE TYPICAL ELEVATION SEE NOTE 3 __2L TCH GRAD£ SEE N07E 4 -SEE NOTE 3- T�yp:t OR FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES. STEEP - !P-ROXiAi�A7E GUAPJTIT)ES� APF'RDXEASU fdUr4 FROM FOR ONE CURTPJN WALL, j- - LONGHTLET I; SECTION MEASURED FROjri BOTTOM OF GUTTER 4 CONCRET'" 09-7 Di 7A DI -78 (WORN INLET IS LOCATED - C!_ASS A:5 ABOVE NORMAL PITCH GRADE) CONCRETE CLASS A3�0-241 CU. YDS. .SEE NOTE 8. (v J- YpS,) ! NONE 1.27: 2.?43 SHEET Z OF 3 SPECIFICATION STANDARD MEDIAN DROP INLET 12" TO 42" 1PIPE 241 104 23 VIRGINIA DEPARTMENT OF TRANSPORTATION 503 NOT TO SCALE 5' Concrete Sidewalk 4" - 3000 PSI 4" VDOT 21 A OVER COMPACTED SUBGRADE 5' SIDEWALK DETAIL RP12 NOT TO SCALE OM4-1 OM4-1 is shown as a red diamond shape with nine red retro -reflectors mounted symmetrically in three diagonal rows on the marker. 7SEND OF ROADWAY MARKER P12 ASP[ PAVE 200 FLUSH CONCRETE RIBBON CURB r8 RIBBON CURB DETAIL RP12 NOTE: CONTRACTOR TO INSTALL RIBBON CURB CONCURRENTLY WITH DRIVEWAY CONSTRUCTION TO PROTECT RIBBON CURB FROM BEiNG DISTURBED DURING CONSTRUCTION. v T,4jCHAEL F. MYERS / Lic. No. 33028 07/14/17 sIONAL CM N cm C:oQco`� a kn a v C Lj v T,4jCHAEL F. MYERS / Lic. No. 33028 07/14/17 sIONAL INDEX TITLE: a r -t f 4 � I 4 i t NINE f ' Rosso INDEX TITLE: a -t INDEX TITLE: MAIN LINE '3 t Y'" 4 k IAL s I t ; r' =;. ,1 r �s r t " �,r;.=�TE�I�,L�_ t�£v ,�. ,TE, .I, ,L I `' I_nA,L 9.A,'_ -H FILL _. 'STC1'1E TA SLE 'IL ;I; +-CF`,A`ITE THE 3 TTI vll OF THE T.FE'== CH. ,E�f+g0'v'E ,4.LL �T V,EF3 TO I l5I.RE THE FI'IF E 'JT ESN'T °BEST 4D� UrW ,N THEI: r . la' , :T THE _, 1L A F _*,`,J': -E ,A " I EIDYE)' `�' ``'F F> ,J I ; 0,A TIPC"OR IL N DEr" T `.'Po4 a I TI I , 1'Na1TI A L :l A. I,'. -'K FILL f f 57)NE R, ~✓ }-i-JLArte: FILL I t AIaR,0 „tElr BY t � `, i,ic 'TE ..!_ ..S `yH LL •E ,ALL;.$jE`` 'MTH1`x 24" OF THE ``',AATE`f- LINE',j, ' '_ CD- K LAR -EF THAJ`l 6' III dl,;'= Y _ II','E'; rl `° L -,H 4,LL E ,4,LLOiE;7; A.5C VE THE I: ,ITI-F',L 1B.-;J0.K FI LL. THE I`slll'A;L ,,.A"--KFILL SHALL BE PL.A' ED A D t'; .l' 4--CTEti i �5` LIFTJ' FF. ,"'Er ,ii ATE TI L "I I E ':I, : H Y.LL _E A,LL 'tsdE Is'' THE T<ENawl`H, HELL Hx4LE , '-HALL ,1E R_ T II`< ALL .: E. , Ij �_3 TILE 1�14,' ', 'g'ATER F,I E I T '° LL TI i BEC` 1_. I , _;`4 kltT` FIT;. Vd- f 1 CONCRETE THRUST BLOCK DETAIL P1 NOT TO SCALE r t r r f.LT r.lk :LE ' d nrn; ..1 .+, LETTE'.a n i t [c- 6 _` 1 � r ,j i �''} t te' _,y k�",..x E t.. +, C 3=k`•.`it�-i�L.�f , e - ''' 1 K+`N - �^ a' _ i [r,4 rM] x; ""• I? C j' rrm] 2 GR f rr1 I ,p r r , Ix �Y `sem E, E+Q E t•A�- I.ai'- srt z. x:19 ET� C- 7 ^ m 011 OF 4VZ +R'll?"E SILOT1tJr"k! MANHOLE FRAME AND COVER DETAIL NOT TO S PLUG END OF CFRVI('.F I ATFRAI i 1 UT JYE rLFiIN SANITARY SEER SERVICE LATERAL DETAIL NOT TO SCALE 4" _-IA'.METE= M 4, Al" E Ihra ATER ?i r-„,,E:.g EQ -AL Fnr`t 7_t:;E € Q ATTACHED 'Q1!= ,LE FAVILY E EE -Pk "TRICE.. r -' rrtL,;iUr_:ENT41 Z J/1' ALL t "E' ra E cti oU _-HE_ SilwjLE F BIL'i dE IL E:iTI.,L �"� I!'E atM�iE a�• Ii�Glt�,�.11=�°� AEt IS: +. '•T , rF Biu . :IST leen, Uzt JE 7ER r A: tit_ Akr L 1 T`'� I`.:. Ij°.E r E1' 4I : E L TE : ;S,:°Y1C I'= T oLE.ATII_ia" � 7 7; METER4 tT FK1 TYPICAL SERVICE LATERAL INSTALLATION NOT TO SCALE {T rpE I � .] THFEn ED C1,01JIPLING ` I ' 'LE ANE') CAP PVC `SLEEVE _.. ?I' s A` I PLE AlIAIt y LU'Psf I CATE ALL THREA` `' TH, _;,_;T EL CK-- —I„ETE,' 6').': (SEE FII W-7" 10 NC) `i F O N E _- ,1:FITTIn _7PIPE _L_.'ED +, T I I�F-,I; IF itr r .. ' VAFO -: °4''ATEE. n IPk :rih1l.x TT-i,�'..E.> GE" TAF ARE S,4taE SIZE Lw]� DEAD E N Lam'' i. T'r 'Ir_'.=' L BLOW—OFF A _ �Ei i LY NTS F1 Cn. VY -8 TYPICAL BLOWN OFF ASSEMBLY N O'I' '1'0 SCALE f'a LACE L I.:Et, „ r1TaE P r_T KITH f:,Irt-, E`' E .,, F � I"ITE LI.IE IP`d F?EPt 1TE .E UI r ,I€xEt TE»'. ,I falr:E Lt t"ATI, N t�. ;'_.(' BE `;I..€[:s.fE(.:T Yr Tis HI DEPARTMENT APrF'k '_"� l`AL. Fbll HE:J 'e:. l; E I I'; ' 11 u u n ;' II - A7E?'. H W h 3 d W L LIMIE j---1 7Li r... Ir ;+-RETE z` 1HR,.>-T 8Lic,C. i 1 P''Ir�TE Int ��d .E:4�;�TE ,=3;?�E.�;,., tz:�:LaE l�':3xE.� SHALL E;£TEt1`;e A'�iX js� I;��'�`HEw:. ,-t�=�. �E .:=z4_L•E_ T ``r `1=' 1 sA : L r, -=ATE �'� . ` L ``�� E ('3_'� TYPICAL GATE VALVE K�� NOT TO SCALE EIvI!BED Ia'E11T F RIFE N "_i 1r TONE REV 41N`11 iG CMAC L FILL SMALL ��.T r CK �TE[fALa. LAS GER THAN 5 1�'I ANY _,. - - —I ,sTIIAL RAMC :FILL'+ (W` LIFT TH f3r =I 'GHL`r C Nk �V_ TE_:) 15 Yeiq.vE,.i VE =H pll4::. L TA --gal' E —H IwI - H IN —UEI<L)l Nt t'5" T�, 4 mII-. RE”t ]I ;Eb '0)1-1 EN IL O, DITI s ,ARE .'I y>TA.BLE . �kLL PIPE" -1 TE , ly'E`l CUT` 111 PAVED �I' E� , ��ITHI ' E)II TI ,'; f, ,T 1 1`s 17-=:"rF-'+gi`b, SHALL_�1E PACS w'FILLEIt E?ITII EL`r` VdTH NlCl. 21A T€ T, E: F" I I�;TILE II 1 q F fI E THE B". TTbiV OF THE T E`'d H .,H�,LL tOE :`;R � EL'. 1 ; J l4t;,1; °Al`TECE, AND ALL _•TIDINE'_. RE1,00VED ,.a A .4. I,EL 11xd,; ­ F IN'0 Fa T:]$kE `-;HALL BE `I'iVIDED- e( -S. 4 +. '? %l. l �. r-� i`' 9 i� ..a.1 d.' :�1 f 7 1 ._I: ,1•-{E��E-�t���I=° I�., EL F:a.,�3��1*3TEI�E,.F 1�1-.E ,;'HALL �E Ir��FT,��,.LLED ?;•< �, I',=11:;y1{itJKAQ). OF 68 bA70N4E T I' 'II'`A L E,,EE3IPF N ITALLA"TIr.y1 IN Tt;E ('H 17S SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL me * 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'j MIN INITIAL BACKFILL 4'IMI UNSTABLE 844 g01 8» 8.> SOIL MIN. MIN, MIN MIN #68 STONE O O _.-GRANULAR FILL AS APPROVED BY ACSA iA ter° STABLE SOIL OR ROCKS STABLE SOIL OR ROCK 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 1 T TO SCALE NOTE b WEEP WILES, `�1TH ,;,As EL �9 i. KEEP FTEE . F ' ,)r_RETE. WINJI, A i I,II,'a, r—QVE^ FRt. l THE MAIN TO THE FIFE 14(F.1i;:AF9T I. I4 LL'No IT,`T:-_, ;. FINISHED I A: E �HALL JL:,_# E AWAY Fr+. 'vT THE FIDE H PL°]'`.A,I'-yT ,�'a>") 4 THE r:,�TE V4.L';E I'--4LLfjbEC: [AEHI:41 a THE IT I `iaT ALLI oELi Iry THE IT H; , FI...E H rt.) 'ANT.. SHALL ;3E 18_:,TALLE0 AT L:kfCA-FIG.d= 'AHEHE 'REEF= HOLE' A.. E A -:4E THEA EVAILI`P � t�' IF�UtJ t ,A TE ELE'VATI N', IF REQ,jIFE..+ TO BE lig# hVET ARE,6tf,3, THE WEEP H -LE., SHALL °;E I'LL C -fl"` THE WDRAi.'T ;HALL BE PUMPED ;=RY, TY P I .AL FIRE H I'` F:° AN T� t �E <n� 1- L t ? EV I L ` -T- FIGS V-4 TYPICAL FIRE HYDRANT ASSEMBLY DE'T'AIL NOT '1'0 SCALE Ilk Mj HAEL F. MYE j.RS Y' Lic. No. 33028 07/14/17 �sslONAz � �1 E_ N 'TE HYDFiANT BE E t €I EI WITH cHA L'TTEe,- 'VILLE THREADS WHICH IS ``N� THE L,_' IAL t.,TAIlXJARf,', ' . 111 Z LENIKJIM F;,I F.H r,IE:- J b' LLL �--I X :I:, FT, „_ 1� '' -LVE [�` Y FD I ---I E— kl w .. T I� TEE F-1 ' = 11 FSI T °alt T we ETE J CD w w BA3E A D THS"(,,`ST DOM. PROJECT NO:16.0119 ULT '"I{ 10-A ST R7rt3 SHEET NO: 13 of 14 U�<,DISTJT, ED LT.AULE ::',TEFL BILE I � RETI,nIE'a: ItT FITTII°I;;.. OHE THE 15C IL IF, rIST F`I'EF R WHE,a - A H DNAA 1T Ids L+ .,TET I+°J FILL, I' T F , I�� a;,4NC1ZEE A, STEEL "'TLE HALL ; E €w,EED bD- AS , AlltAL SUPPORT. NOTE b WEEP WILES, `�1TH ,;,As EL �9 i. KEEP FTEE . F ' ,)r_RETE. WINJI, A i I,II,'a, r—QVE^ FRt. l THE MAIN TO THE FIFE 14(F.1i;:AF9T I. I4 LL'No IT,`T:-_, ;. FINISHED I A: E �HALL JL:,_# E AWAY Fr+. 'vT THE FIDE H PL°]'`.A,I'-yT ,�'a>") 4 THE r:,�TE V4.L';E I'--4LLfjbEC: [AEHI:41 a THE IT I `iaT ALLI oELi Iry THE IT H; , FI...E H rt.) 'ANT.. SHALL ;3E 18_:,TALLE0 AT L:kfCA-FIG.d= 'AHEHE 'REEF= HOLE' A.. E A -:4E THEA EVAILI`P � t�' IF�UtJ t ,A TE ELE'VATI N', IF REQ,jIFE..+ TO BE lig# hVET ARE,6tf,3, THE WEEP H -LE., SHALL °;E I'LL C -fl"` THE WDRAi.'T ;HALL BE PUMPED ;=RY, TY P I .AL FIRE H I'` F:° AN T� t �E <n� 1- L t ? EV I L ` -T- FIGS V-4 TYPICAL FIRE HYDRANT ASSEMBLY DE'T'AIL NOT '1'0 SCALE Ilk Mj HAEL F. MYE j.RS Y' Lic. No. 33028 07/14/17 �sslONAz � �1 E_ R 111 Z J b' �--I FD I ---I E— w I� F-1 J CD w w DOM. PROJECT NO:16.0119 INDEX TITLE: R7rt3 SHEET NO: 13 of 14 NOTE: Each outdoor luminaiire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 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