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SDP201700029 Plan - Submittal (First) Initial Site Plan 2017-05-08
&Tel 0-b El LLe, L LM�► �' 111 JAM:, Le 10 a 1A 1! 1 ED Location and jai yvfN rkn, Cover Sheet t5.ta and nM6'a Tttt '414 pauf n57tdq PM TMP 32-41D2 ivunuws 4 Flovi 2 Existing Conditions SP4 Subdivision Plan SP5 Edlich Drive Realty, LLC SP6 Grading Plan WO Landscape Plan Flow mo rant n 122.99 PE W TOM t41 Flow H*i rant Q mot 4ury #z(psi)0 'p -.,5t ftw Z photproswm#1100 'tolst Flow a 0 10191 ftfl MAIM f4pw tapm) Storm Sewer Calculations / Details AW,WA WO: t0tlOn La e .......... ACSA Details Comments Lighting Plan j1y0rQnt'QPPnC0 alfthg wq Block "C6 Feu 0'Gq t wwi .X33 ft;nWpn'd ww mijo q Vb J�VPA M-arr mt J9peamwlm AWMt im wu M1 ovqm mh"15: tuld'ut. plige T Turner, David P. & The Swmtum Fire Flow Calculations Q(20) = 1082( (90-20)Ao .54/(90-80)Ao #(20) = 3096 gpm @ 20 psi Residual Pressure 011, =-:14 T72"perties, LL( Zone: :D'— , 7 _ __ __. _' se - esidencial Weis SPI Cover Sheet SP2 TMP 32-41D2 SP3 Existing Conditions SP4 Subdivision Plan SP5 Edlich Drive Realty, LLC SP6 Grading Plan SP7 Landscape Plan SP8 Zone: M SP9 Sight Distance Profiles ........... ...... ... Use: Warehouse Storm Sewer Calculations / Details SP 12 La e .......... ACSA Details SP14 Lighting Plan Sub ision Block "C6 TMP 32-41 T Turner, David P. & The Use: R tia . ......... .... Market Place of VA LC 9PERPIRS, L ....... Zone: Rural JAI ...... .......... ... ME:: ...... Use: Residential ..... ..... . . . . . . . . . . bml .... ........ ....... :Q' 4 Laurel Park ....... Private Road ... 4 mzs r T72"perties, LL( Zone: :D'— , 7 _ __ __. _' se - esidencial Weis SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Existing Conditions SP4 Subdivision Plan SP5 Layout Plan SP6 Grading Plan SP7 Landscape Plan SP8 Road Profiles SP9 Sight Distance Profiles SPIO Storm Sewer Drainage Areas SPI I Storm Sewer Calculations / Details SP 12 Details SP 13 ACSA Details SP14 Lighting Plan ALBEMARLE COUNTY PLANNING ALBEMARLE COUNTY ENGINEER ALBEMARLE COUNTY DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY BUILDING INSPECTION DATE [PLAN0 M 'TH 0 Ud No. 33028 0 05/08/17 ON A L DOM. PROJECT NO:16.0119i 9 SHEET NO: I of 14 DATE: 05/08/17 IV, looms 10000 • DOM. PROJECT NO:16.0119i 9 SHEET NO: I of 14 DATE: 05/08/17 GENERAL NOTES AIR RELEASE VALVE ABBREVIATIONS MANHOLE BOA LEGEND PVC POLYVINYL CHLORIDE CO SITE DATA RIM RIM ELEVATION CTV 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 OWNER - U11UTY POLE 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDON(ED) MAX MAXIMUM FRAME AND GRATE WM PROPERTY LINE , x 123 TC TOP OF CURB ELEVATION TOWN PROPERTIES, LLC GV any existing road, a permit shall be obtained from the Virginia Department of 6"V 6" VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT , Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of ADJ ADJUST MIN MINIMUM • LE, LANE the permit. Where any discrepancies occur the requirements of the permit shall govern. II; ADJACENT PROPERTY LINE ;_. '�` is C'. x 12313C BOTTOM OF CURB ELEVATION OTTES I CHARLOTTESVILLE, CHARLOTTESVILLE, VA 22901 2. All materials and construction methods shall conform to current specifications and AHD AHEAD MON MONUMENT CONCRETE Q standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved i VACATED PROPERTY LiNE :: > ... x 12 FL FLOW LINE ELEVATION � TOWN PROPERTIES, LLC erosion control plan and shall be installed prior to any clearing, grading or other APRX APPROXIMATE NIC NOT IN CONTRACT construction. __...... ........ -- -- EASEMENT ,> - �:-1=' x 123 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, BUILDING SETBACK x 123 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 2904j065 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage - - -- - -- f 'r --- -- BUILD TO LINE ' " Ax 125 TW TOP OF WALL ELEVATION 81T 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 v,Y ZONING LINE x 125BW BOTTOM OF WALL ELEVATION MAGISTERIAL DISTRICT: RIO Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class Iii. 9. All excavation for underground pipe installation must comply with OSHA Standards for BM BENCHMARK PERF PERFORATED r 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 walls are subject to separate permit approval. BS BOTTOM OF SLOPE PROP PROPOSED....BENCHMARK _.__-...�__.__.__.__. FLOODPLAIN LIMIT SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING &DESIGN DATED: JULY 2014 GENERAL CONSTRUCTION NOTES FOR STREETS: 1. Prior to any construction within any existing public right -of --way, including connection to CB CATCH BASIN PRVD PROVIDED ZONE �<<� IRON FOUND THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP f51003CO14OD DATED FEBRUARY 4, 2005 any existing road, a permit shall be obtained from the Virginia Department of any CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY RMA r Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall i ��� �► ---- - -- - RMA - RESOURCE MANAGEMENT AREA -. UNDERDRAIN govern. CENTER LINE RCP REINFORCED CONCRETE PIPE RPA BENCHMARK(S): 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 a -- - -- _- RPA - RESOURCE PROTECTION AREA DRAINAGE LINE *DATUM: NAVD 1988 County. The contractor must notify the Department of Engineering (296-5861) 48 hours CL CHAIN LINK REM REMOVE in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and CMP CORRUGATED METAL PIPE REQD REQUIRED EDGE OF GRAVEL ROOF DRAIN WATERSOURCE: Q� ALBEMARLE COUNTY SERVICE AUTHORITY standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). CONIC CONCRETE RET RETAIN" �e SEWER LINE SEWER 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 TRENCH DRAiN ZONE: PD -MC construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, thecontractorSTANDARD 6 THIS PROPERTY IS SUBJECT JEGT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2001-00020 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 W:: �_ ; = STANDARD 4" CURB -- ---- - k� ~ ._ _- 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 _:;_....... ..::.::.w obtainable, a revised pavement design shall be made by the design engineer and C&G CURB AND GUTTER R&D REMOVE AND DISPOSE FIRE PROTECTION LINE submitted with the test results for approval. -:- _- - - ���__. __.._.-. - 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 slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or EL ELEVATION 50 SIGHT DISTANCE COMBINATION 4 CURB & GUTTER __.__..__ �° --- GAS LINE CURRENT USEL VACANT within easements prior to acceptance by VDOT. All drainage outfall easements are to be SQ SQUARE i % '. /�/, FIRE LANE STRIPING extended to a boundary line or a natural watercourse. The contractor shall field verify the ELEV ELEVATION :=7 OVERHEAD ELECTRIC WIRE PROPOS® USE TOWNHOMES (42 UNITS) length of all storm drainage pipe. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments ES END SECTION STA STATION " " UNDERGROUND ELECTRIC MAXIMUM BUILDING HEIGHT: 35' will be field determined at the time of construction. Additional guardrail may be required at 4� BUILDING ENTRANCE locations not shown when, in the opinion of VDOT, the Director of Engineering, or the EW END WALL SW SIDEWALK BUILD -70 -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 __.__ °` - 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 199$; Revised 30 January 2003 EXIST EXISTING SWLL SOLID WHITE LANE LINE 9. Where urban cross sections are installed, all residential driveway entrances shall conform ®B DUMPSTER PAD . ,. ,. µ CABLE N LOQ 69,502 sf 41.9% to VDOT CG-9(Aor C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform FDN FOUNDATION TBA TO BE ABANDONED OPEN SPACE 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 �-�-� L=__3 DRAIN INLET OPEN SPACE B 2,966 sf 1.8% channel when, in the opinion of VDOT, the Director of Engineering, or the Director=s OPEN SPACE C 29,670 sf 17.9% designee, it is deemed necessary. 12. A minimum clear 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 SPACED (INTERIOR PRIVATE ROADS) 17,479 sf 10.5% all residential subdivision streets. Additional clear zone may be required depending on IFIRON FOUND TS TOP OF SLOPE [ OPEN SPACE E EXTERIOR PRIVATE ROADS) 42,091 sf 25.3% the category of road design. _ _._.._.-__ _..._.__._ WOOD GUARDRAIL _. PLUG OR STUB 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as ISIRON SET TYP TYPICAL --- R.O.W. DEDICATION 1,929 sf 1.2% shown on the typical pavement section detail, shall be strictly adhered to. The cross slope FLARED END SECTION shall be maintained as shown on the plans. Exceptions will not be allowed. LA LANDSCAPE AREA UG UNDERGROUND __ -- PATH TOTAL 165,964 sf (3.81 Ac.) 100% 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and ___. -._. .�____ .___ -' ��" �: HEADWALL installed by the developer prior to acceptance Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK .-�- "� TREE UNE and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs for the YDS YARDS IMPERVIOUS AREAS: are shown on the plans. The developer shall be responsible maintenance of signs LF LINEAR FEET " FENCE SEWER MANHOLE until the roads have been accepted into the state secondary road system. The speed limits ROADS/PARKING AREAS: 63,737 sf to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LT LEFT STONE WALL Oro C SEWER CLEANOUT CONCRETE WALKS: 16,105 sf speed limit is to be posted 5mph below the design speed. 15. Road pian approval is subject to final subdivision plat validation. Should the final plat UTILITY. ._ _...__.__.._... _._. . _ _ PROPOSED BUILDINGS: 33,600 sf 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 SEDIMENT 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 ail 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 shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving Industrial -type power equipment shall be limited to the hours of 7: 00am to 9: QOpm. 15. Borrow, fi11 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 Ryegross 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 801bs/100sf. Alternatives ore subject to approval by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agriculturai 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 Tail Fescue and 0-57. Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/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 clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 507. of the wet storage volume is filed with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. 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 17-204G.) 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 CTV 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 U11UTY POLE F&C FRAME AND COVER WL WATER UNE 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 - -- -- -- RETAINING WALL A PARKING COUNT loll CROSSWALK WATER VALVE & BOX _,._.___..._.•._ STREAM /POND / WATER COURSE ACCESSIBLE CURB RAMP �} FIRE HYDRANT ASSEMBLY -- - - DETENTION BASIN VAN -ACCESSIBLE HANDICAP PARKING UTILITY POLE ® WATER METER ----- x ------ SILT FENCE RiPRAP NEW ASPHALT U WATER WELL ----- CONTOUR GAS VALVE Q INDEX CONTOUR GAS METER ?:. A PARKING COUNT loll CROSSWALK ® ELECTRIC METER ACCESSIBLE CURB RAMP HANDICAP PARKING F D VAN -ACCESSIBLE HANDICAP PARKING UTILITY POLE F�� CONCRETE PAVEMENT /SIDEWALK RiPRAP NEW ASPHALT 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 GUIDLEJNES 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 VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN 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. 8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 11. THiS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WiTH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS, 12 CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR iNSTAUA11ON REQUIREMENTS AND SPECIFICATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 14. ONTRACTOR SHALL DISPOSE OF 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 UTILITY SERVICE DISCONNECTS WITH THE UTILITY REPRESENT LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, 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 UTILITY (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 EXTENSON OF THE LINE. 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 RECREA11ON 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 IfflAsk' MIC L F. MYERS ic. Na. 33028 0 05/08/17' Xa S10NAL -v,, ® ELECTRIC MANHOLE EM ® ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE D TRANSFORMER PAD UTILITY POLE GUY POLE MATCHLINE LIGHTING NOTE: 1. All outdoor lighting shall emit less than 3,000 lumens. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, 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 UTILITY (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 EXTENSON OF THE LINE. 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 RECREA11ON 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 IfflAsk' MIC L F. MYERS ic. Na. 33028 0 05/08/17' Xa S10NAL -v,, INDEX TITLE: S P mmdam��,� • II; MEN r i ��� �► a INDEX TITLE: S P mmdam��,� # TMP 32-41 Turns r,--David-P.& The /if1 I -Zone: Rural TMP 32-41D2 - �\� XL X- ��' --6�6 - n \ \ _ i U e`.. esd s e tial Edlich Drive Realty, LLCM.' X=- x X 551'28 Zone: LI ��o ' /_ X Y1_ x X'_ x Use: Warehouse X X / /' l X_ X y -- X ..._.. X i / !/ / \_--- X - +"' 4.88.34 x x X 50 555'36 E 1 , i i 1 i Z. Ex. Edge of Pavement 01 EX, San Sewer Easement D8 3265-73' j'?I CX \ - i �, SDCj r'� ``i} / ..-� '\ \ \ \ 7 ; I ] � i i t t i i 1 /` i i' j �©` ' i i / t, J %' / !• j ' / / �' i / "`"! \ !( ]I] �,�,. \ \\,\ .,� _, ,_ � t t ! I j i , ! i I 1 ( t i I r ' / ! �O : \ / •' � i 1 '• 1 I ' / / / / / / / % ` i i \ , if \\/°/ \ i � .• `1 1, •t;, t `+ �. i 1 -Block , )� f �r�i , ` % ii t , ' y • I I tF I� ° ffff \ \ i 11Y1 t� / / / / ' t / Y !� ' TQ i/N PROPE.3T1 S, LLL' _-ZVNE:-PD ,MC / 1pQ \ \ ` \ \ ` `. DB 4556 --PG 21 f �. ` \ •\ \ \\ USE: YACANT, / l° ] \ ` __ AREA:` 3. �2rAC it it \ / �\ Ex. Curb it / Laurel Park � A Subdivision / / / 3 Zone: PD -MC \ - `� O� "\ , \ .\ - ! 1. ,i�!-r,.. t Use: Residential \ \` - �'. `� t / CC -12 co tion Curve Table Curve Length Radius Delta Tangent Chord Chard Bearing C7 29.82' 445.00' 3'50'23' 14.92' 29.82' N 018'3653' W C2 17.36' 25.00' 39'47'31" 9.05' 17.02' S 76'47'56' E C3 60.56' 417.50' 898'40" 30.33' 60.51' N 817 27'39' E C4 29.99' 19.50' 88'07'11' 18.87' 27.12' N 4733'23' E C5 17.11' 182.50' 522'02" 8.55 17.09' N 010 4847" E C6 65.81' 197.50' 19'05130' 33.21' 65.51' N 110'28'29' E C7 25.04' 30.00' 47'48'50' 13.30' 24.32' S 616'08W W C8 68.43' 1040.52' 3'46'05' 34.23' 68.41' S 4198'11' W C9 33.33' 20.00' 95'29'08' 22.01' 29.61' N 01899'25" W C10 266.98' 376.50' 40'37'42' 139.38' 261.42' N 71672'50' W Cil 32.76' 20.00' 93'50'23' 21.39' 29.22' S 316'23'07' W Line Table Line Direction Length L1 N 3515'11' W 17.47' L2 N 8318'19' E 10.75 L3 S 69'58'46" E 36.89' W, ,I it it i � / /' sty, / fig( .� ✓�,'' / A� ':r r / /' \ j.,"'��! 1 _� ' � i !i Hollymead Touncenter / / \ p� \ Block C-4 Zone: PD -MC Use: Residential E 01. / Ex.Grb1p , TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential 1 1 ! •i -z 1 'a� 05/08/17 tft DOM. PROJECT . . 0 INDEX TITLE: .w • a • ell s i looms �i • s •i i t s DOM. PROJECT . . 0 INDEX TITLE: 41 TMP 32-41D2 Fdlirh 1)7imp Rpalhj. UE 411 X a -SDG (TBR) X ell s, 4� 'Z 1. 61 Ir/ iy Laurel Park Subdivision / �' / ��� Zone: PD -MC Use: Residential / �� �O S FACE OF 21 NOTE: GARAGE MAKE GRADE — RIVER TRANSITIONS AS NEEDED BETWEEN RIVER-,\ ROCK R ROCK DRIVEWAYS ACROSS EDGE OF THE ISLANDS PAVEMENT DUAL WATER DECK POST METER NEEDED \,—RIBBON CURB PRIVATE R.O.W. (1' -WIDE) TYPICAL DRIVEWAY ISLAND DETAIL N.T.S. x Hollymad Towncenter Block C-4 Zone: PD -MC Use: Residential ,TEMPORARY ROAD CONSTRUCTION EASEMENT TO BE NULL AND VOID AT SUCH TIME THAT MEETING STREET IS EXTENDED ROADWAY TO BE EXTENDED BY OTHERS PER OFF§ITE,,ROAD PLAN NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED TMP 32-41P Post Office Land Trust Zone: PD -MC Use: Residential W "M VAA 0, A L . No. 33028 05/08/17 LONAL DOM. PROJECT NO:16.011 INDEX TITLE: S'AEET NO: 5 of 1,a DATE: 05/08/17 Ell • DOM. PROJECT NO:16.011 INDEX TITLE: S'AEET NO: 5 of 1,a DATE: 05/08/17 1.O' /12 1 mmmmull A Q10 = 1.24 cfs PROPOSED DITCH Q-1 V2 4.15 f/s 1,4 n =0.03 S = 10% ql dlO = 0.37' 17 EC -2 Lining X S51*28, Z y Y—X — E Yx — S55-36'5034 71 Y, -A" Y— X ob Lbt TZ . ... . .... ....... ... Fp— x— YA o Open T6t,, Gaya e Sp�ce C -Car 29, ,Ac ti GA ;,drag M- 1 611'30 3 .7 ! �00� a� /Are (DO' 47, 3,5 tl 1� r :14 03.5 -40t Al77 I'so V !s� N Ul ", , '\§ N, Zjck�'\\ 92� ..,t \ 1. 2 X3.7 0\�' �� 5°' `�'p�`�' i ' m t fr/- 612. 3--GP=61\0.17 11.5 'D� Jr 44 Lot 16' 12.4 E �,F 6jo I " , li / '51 -'y T7/ �Caf I 4t 8 Car % FF=611.5 Q4 X" F A- �F=610.5 �(O r T � Ir e4 . Q 5 X; �O t 7 1 JA /to =611.0 z 610.0 1Lbt 47 FF=w9 V . — / / 'U U% 6 7 0 Car?/T. 3? r/ / \\ �1' '',5°� co v \\ 0 w \ '!,� ' I ° `�'F�ypllo 3 3CFi�6 0 Lot -19 C!' pt -5 lb - ---.FP=,607 0 jffatFMA7 95. PFI=608.0 / / oma \ �\ c�� �y 000 \ o f ,` '606 7' 90 c') 1 ..D r. t6t! 4" f � � /'' '� i5 A�^ { , # `, pt`?' F `rF*q08.3 )l CF -405 %' GF*607,3 —w- 1 Ut 13 '' 60' c� PF6.31 �Fp 6, Ny t 2 6067 3 \``'°� \ �� �V qF4=605.7 Lot -4 9. ---.-.--FF7606. 0 C en 0 A- N. )c Oen c e B 97 EX. C - \ t -9 SF 4 12 14�>- ---Op 00 —iw—w r W --- W ---- W A sp VERB, V11 I >< Ile N\ is Q X\\\ i 4 IN > N� —7, / co // /�/ Vis°`/ ,����`° i �d Y 71 A D 0., 'W/ \ i � �,-.-.�...;� ,,Q � � , � 3 � SQA 1`',.l ,• c 0 c E 0 u w /W es Y/c. No. 33028 6 05/08/17 �LONAL I �i c 0 c E 0 u w /W es Y/c. No. 33028 6 05/08/17 �LONAL I INDEX TITLE: SHEET NO: 6 of 14 DATE: 05/08/17 m DOM. PROJECT NO:16.0119i INDEX TITLE: SHEET NO: 6 of 14 DATE: 05/08/17 LANDSCAPE PLAN LEGEND: AF -- AUTUMN BLAZE MAPLE QP — PIN OAK r` CK -- 'HEART THROB' KOUSA DOGWOOD Z...y TREE CANOPY CALCULATIONS SITE AREA= 2.80 ACRES (POST DEDICATION OF R/W) 15% FREE 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 TREES SHRUBS i ` REACH TREES I 1 MAINTAINEDI „At TOPPING11 PROHIBITED, r • • MINIMALLY , SUPPORTOVERALL HEALTH OF THE t E i 1 i# k y. € jV �1 \ . . a', I I 41 ...-. ............ ..«.. _... > -_� Y h E" w WF �t i +, �I e'' " i ' at `,S -'"" " h "'- q•,i _ _ / /_ \S^,_ i �-r -`i€o 1 > qz e_--.....„ 1\' _,-.". F .^." ,.•:'s ri 1r"`'.}?'?'t} t ...'-_...........,-".-_ ,a {✓rx.\lC ,.aE --" ,r'.,,..-^_ "„, s•\ ...);,;1 ' _-._ -- \r ”' ."-"�`_" "7A _ "� .�.�` r - :, 1 €"Y s... 61 s i" 1 {' t •/f••_"° '\ ! ,t � "\`\' •¢�)G". w,,,,r {%'�/) t t�^^� � _ ( i - cx.�--i'�14:(I ! 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I 1�1.-.I...1...1111. ..... 1111.. _ 1111..1111_ 1.1.-1. . 1-11-- 1v .1 .'....... 1111. -1 1 .-11.111-1-.111 -.. 1. � ..._ _....... 1111.. 1111... 1 11..1_. _._ .. .1111._.. -._ _ 1111. ....1111 1111. ..1111...... _........... _ 11.._...11 ....11.11.. ..._..... 1111_. _....._ ......11..11. ........ 1111.__.. ..11.11. .. _:: .._.11. 1111......... ..11_... ....1111 ...1111... ..... N �-,_ 10+00 11+00 12+00 13+00 14+00 �' p4 � a � W E---� w � � 04 a C-) � � mW 0 W >- C = . � W� )--.4 cn � E ----i W 1 . U) � 9:� � P4 � (D i � w w s co DOM. PROJECT NO:16.0119 INDEX TITLE: I . I 1 s f -", 9 30 0 30 60 90 SHEET NO: 9 of 14 SCALE: 1" = 30' DATE: 05/08/17 b 2,' 62C 61 � 61( 60� 60( 59� 59( 5 8,' 58( 5 7! 9 625 BUSHWOOD WATERLINE PROFILE �S P 9 H o r i z Scale -. C = 3 0 —` V e r t . Scale : 1 ' ' = 1 0 ' ' 320 5 15 510 505 600 595 590 585 580 64C 63 63 62 62 61 61 60 60 59 EX1 z An Vert. ...... .. .. C 0" OD nE 640 640 .......................... 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Cq ...... .. ... .. ........ ........ . . ..... 1 WOW .............. .......... 595 .............. ... ... ...... ... ..... ..... ............... - --- -- ..... ...... .- - - - 1-1-11.1 1-, " -------- . ........ .... .. . .......... .. .. .................... ... . ............... ............. ........... ............. ... ................. ......................... ... ........ ...... . ........... ......... .... .. ...... .......... ............... ..... . ......... ............ ..... ......................... .. ........... ... ........... .... ..... .. .......... ............... 590 M .............. ... . ..... ........... . ..... ... ......... rEr-E .......... .............. .... ...... ...... ......... ............... 585 ....... ... .. ........ ...................... ......... . . . .................. ..... . ...... . . .. ..... ...... ............ . ............ ..... .. ............................. ... ................... . ... ........... 585 635 10 + 6 1 8 8� U") ................ .. ................ 0 SLEV 594 046 i� J ............... - - - + .. ....... ..... ..... ...... .............. ............... .......................... .................. .......... .......... ....... .......... z z 57� < 575 EXIST 11 1 0+ 00 1 1 + 00 1 11 _T 635 STORM SEWER PROFILE (3 > EX2) s P 9 H o r i z . S c ale : 1 3 0 1 SHEET NO: 1_� Vert. Scale: t " 10 " .............. ........ ........... ............ ......... .... .... ... ............ .. ... . . ... ............. . ......... ... .............. ... .... . ..... .. ......... 4 . ......... f Ln ........... . ......... ... ............... .............. .......... ............... j ............ ............ ................... .... .............. .. ................. - .................... ....... ... ............... .... .. .. .. ..... ............... ..... . ...................... ..... .. ... ..... ..... .. ........... C) 0 CD ... ....... ......................... . . ..... ............. .. ... .... ..... ... ....... .. ........ . .. .... .... . . ....... ..... .. ... .... .. . .... .. . . ..... .. ...... .. 630 630 .... ....... .... .......... .... - ... ..... . ..... ........ .. AIN 7 .............. 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C14 ............... ... . ....................... .. .... ............ ......... ............ ....... 00 ... .... . .. .. .... ... .. ... .......... . .......... .................... .............. .... ........... ......................... ................. ..... ...... ........... . . . ..... ...... .... ..... 4 .. .. .. .. ..... .. ........ .. ................ ... ............. ... .. .. .... .... ........ ................... . . ... ....... .... .......................... .. ...... .... ...... .. .. .......... . .......... iz .......... 625 ............ ............ . .... . .. . .. ....... ............ .... ... ... .... .................... .. ..... ..... ....................... .......... ............. ............... ... ....... .................. .. .. .. ............... .... .. ............... ..... ........ . ...... ................. ...................... .... ........ .............. . ..... .......................... .. ... ........ ....... . .. ... ...... .. . . ......... .......... CD. . .. .... .. ........ ... ...... .............. . ......... ... ... ..... ............... .. ............ ........ . .................... ....... .......... ........... ............... 625 04 .......... ................. ....... ........ _j 00 ..... . ....... ... ..... ..... .......... ........ ............... ... .. ..... ... ............ ............ ......... . ............. .. . ....... ............. --------- - ------- . . .. . . .. 01- ........ . .............. .. ...... .. CD ------ - .... ...... - - ............... ..... ... ... .. ... ... . .. ........ ........... .... ........... . ... ... ............. .......... ....... ....... .. ................ .................................. . .. .... .... .. ... .. - .... ..... ....... ...... ....... ........ . ....... ... . ......... ................ .......... .... .. .... ... ... ....... .................. . ....... .......... 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PROPOSED GRADE . ..... ... ... . .... . ..... ..... ....... ... . ........... ............ ........... ..... ... .................. .. ......... ..... ..... ...... ... ... .......... ... ...... ... .............. ...... ..... ... .. ... ......................... ........ . ..... .................. ..... ......... .. 5 ............ ........... .... ......... .. ......................... 610 ............ .. ........ .................... ................ . .......... ........... .. ........ . ........... ... ........ .............. .......... .. ............. ................................. ............. ... .... ... .................. . ......... . ............ ... .. ... .. ...... ... . ......... ................ ......... ... . ...... .... . 610 --- ---- ---- ........ ... ........... . . . . . . . .. ....... ................ .... ...... .. ............... ............... 5. S T 0 R�M ....... ... ... .. .. .... . ........ ............. ....................... ... .... ........ . ........... . Z .......... ... ....... ..... .............. ..... _n E, INTO- -WATERU NE. -,-r .......................... ............. .................. . . . . . . . . . . . . . ...... - - - - - - - - - - - - - - - - ............ ...................... ....................... .. ............... ............... ....... ............ ....... ......................... ................... ............... ....... ............ . ....... ............. r h ��j 01 ........ ...... .. . ....... ................... ......... . ......... ...... .. ............ ...... .............. ... ............ .......... ............. ............ .. .................. . .. . . ........... . .. ............. -- --- - -- - ........... ....... ............. ....... ........ ....... ....... .......... ....... .. . .......... .. ..... ......... ... ........... .................. .... ...... ... ........... ........... .................. ......... ... .......... . ..... . ....... ............. ......................... ....... .. .. . .......... . ...... ......... . - - - - - - - - - - AL ONG -WESTERN- ROAD .... .... . .................... ........ ... ....... .... .. . .. .......... ... .......... . .............. ........................... ........... .......... ...... ..................... . Cnp 605 605 - - - - - - - - - - - ........ ............. .......... .......... ........... ............... ... ........ .. ELEV 3 97 3 . .... ........... Station 1.4+97 53 . . . . . . . . . . ..... ...... ... ... ... ................ ........... ... L4jqE__,r__L_ - - -------- - DE ........ ............. ... - ................... .................. ........... -- - - - - -- -- - - - ... ......... . . . . . . . . . . . . . . . . --- - - -- - - - - - - - . ..... ..... . . . . . . . . . . ............. ......... .................... ...... .... .. ................. - - - - - - - - - - - . ..... .. ........... .. .. ... .. ................... . . . . . . . ....... ....... . .... ........... ... ... .. ... ... .... .......... .. .... .. .................... .......... ...................... - .......... - - - - - - - - - - - , T 9 '7' ....... ..... ..... . .. . ..... ....... .......... . ......... .... ...... . .............. .................. ............. ................ ................ .. ... ..... ............ ..... ...... ... ... . . ... ... .................... ... ............. ..... .... ... ....... ............ .............. .......... . ............. ........... . ................. . ... .... .............. . .. ... ........ ................ .... .... ............... ...... .. .. .. . .. ........ .. . ... . . . .. ..... .. .......... .......... ......... .......... .. .. . .......... ... ... .......... ... .. ............. ...... . .. .................... . ......... S �atidn= 14+07.59 - - ---- --- - ---------- - - -- - ......... . ....... 600 600 . . . . . . . . . . . . . --------- AS - - - - - ... . . . . . . . . . . . . . . .......... PROP GS ED GRADE .......... . .. ........ .............. ..... ....... L E -V -58 3-.-G82-- - - - - . ......... . ... .................... .. . . .. . . . . ........... - - - - - - - - - - ............... ........ ................. . . . .......... ................................... ....... ... ......... ............ . ... . . . . ...... .. . . ... .. ........... ..... ..... . .. .... ......... . . . . . . ......... . ................... .............. .................. . - ......... ... .. . .................. .... ..... ............ .... .. __Cq 9 r -_ _ :"�_ Lp .................. ............... .............. . __jR CD ----------- Cq Co 595 ... ........ 3.V min -r-1-1.1. ......................... Ci .................. ............... 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C 0" OD nE 640 640 .......................... w . ................................................ ................. 615 .. ................. ............. .7 615 Zr jr ........ ....... ... ............. .... .. ....... ... 0 ........ . .. . . ....... .... .. ........ 610 .............. . ..... ........... 605 .......... ..... . ..... - .... . ...... , - . , - . - , . ..... C > (D .............. .... .... .. ................ ....... ........ . ... ... .......... ................... . . .................. ........ ... . ........ ..... A .............. . . . . . . . . . . I , .. .......... . . ... .. . .. . . . .. ....... . .. ... ....... . .. ... .............. ........... ..... ....... ............ .. .......... Cq ...... .. ... .. ........ ........ . . ..... 1 WOW .............. .......... 595 .............. ... ... ...... ... ..... ..... ............... ............ .... ..... ........ ...... .... ..... i ......... ...... ..... ...... .- - - - 1-1-11.1 1-, " ............ .... .. . .......... .. .. .................... ... . ............... ............. ........... ............. ... ................. ......................... ... ........ ...... . ........... ......... .... .. ...... .......... ............... ..... . ......... ............ ..... ......................... .. ........... ... ........... .... ..... .. .......... ............... 590 M .............. ... . ..... ........... . ..... ... ......... rEr-E .......... .............. .... ...... ...... ......... ............... 585 ....... ... .. ........ ...................... ......... . . . .................. ..... . ...... . . .. ..... ...... ............ . ............ ..... .. ............................. ... ................... . ... ........... 585 635 10 + 6 1 8 8� U") ................ .. ................ 0 SLEV 594 046 i� J ............... - - - + .. ....... ..... ..... ...... .............. ............... .......................... .................. .......... .......... ....... .......... z z 57� < 575 EXIST 11 1 0+ 00 1 1 + 00 1 11 _T 635 STORM SEWER PROFILE (3 > EX2) s P 9 H o r i z . S c ale : 1 3 0 1 SHEET NO: 1_� Vert. Scale: t " 10 " .............. ........ ........... ............ ......... .... .... ... ............ .. ... . . ... ............. . ......... ... .............. ... .... . ..... .. ......... 4 . ......... f Ln ........... . ......... ... ............... .............. .......... ............... j ............ ............ ................... .... .............. .. ................. - .................... ....... ... ............... .... .. .. .. ..... ............... ..... . ...................... ..... .. ... ..... ..... .. ........... ... .. ........... ...... . ........ . . .... . ... ................... .. ................. ......... ... ............. .... ... ......... .. CD ... ....... ......................... . . ..... ............. .. ... .... ..... ... ....... .. ........ . .. .... .... . . ....... ..... .. ... .... .. . .... .. . . ..... .. ...... .. 630 630 ........... ... - ........ .. 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EXI STI NG GRA ........... .... . .............. .......... .. ............. .. ........... .. ........ ...... ................ ...... ... .. ........... .............. ........ ................. ............ .. ... ... ... .......................... .... .... .. ... ....... ............ .................. ..... ... ... ...... ... ................. ......... .. PROPOSED GRADE ............. ....... .......... ....... ... . ........... ..... ... .................. .. ......... ..... ..... ...... ... ... .......... ... ...... ... .............. ...... ..... ... .. ... ......................... ........ . ..... .................. .............. ......... . 5 ............ ........... .... ......... .. ......................... 610 ............ .. ........ .................... ................ . .......... ........... .. ........ . ........... ... ........ .............. .......... .. ............. ................................. ............. ... .... ... .................. . ......... . ............ ... .. ... .. ...... ... . ......... ................ ......... ... . ...... .... . 610 ....... ...... .. .. . ..... ....... ............ .... .... ....... .. ............ ................. ........ ... ........... . . . . . . . .. ....... ................ .... ...... .. ............... ............... 5. 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Z .......... ... ....... ..... .............. ..... ..... .......................... ............. .................. ........... . ...... ............ ...................... ....................... .. ............... ............... ....... ............ ....... ......................... ................... ............... ....... ............ . ....... ............. r h ��j 01 ........ ...... .. . ....... ................... ......... . ......... ...... .. ............ ...... .............. ... ............ .......... ............. ............ .. .................. . .. . . ........... . .. ............. . .............. ...... ........... . .... .... ......................... ......... ........... ... .......... . ........ ... ................ . ..................... ........... ....... ............. ....... ........ ....... ....... .......... ....... .. . .......... .. ..... ......... ... ........... .................. .... ...... ... ........... ........... .................. ......... ... .......... . ..... . ....... ............. ......................... ....... .. .. . .......... . ...... .. ... .. . . .. .. .... .. . . ............ . .... .. ... ........... ...... ....... .... S TORM .......... . . .. .... ..... .... .... . .................... ........ ... ....... .... .. . .. .......... ... .......... . .............. ........................... ........... .......... ...... ..................... . Cnp 605 605 .............. ............... ........... ............................ ............. .......... .......... ........... ............... ... ........ .. ELEV 3 97 3 . .... ........... Station 1.4+97 53 ... .......... ..... ...... ... ... ... ................ ........... ... _ .............. GW DE ........ ............. ... - ................... .................. ........... ... ......... ........ ... ........ ... .... ..... ............ . ..... ..... 5 ............. ......... .................... ...... .... .. ................. ELE v 5 9 5 7 5 8 22� . ..... .. ........... .. .. ... .. ................... ....... ....... . .... ........... ... ... .. ... ... .... .......... .. .... .. .................... .......... ...................... - .......... .................. ............ ....... ..... ..... . .. . ..... ....... .......... . ......... .... ...... . .............. .................. ............. ................ ................ .. ... ..... ............ ..... ...... ... ... . . ... ... .................... ... ............. ..... .... ... ....... ............ .............. .......... . ............. ........... . ................. . ... .... .............. . .. ... ........ ................ .... .... ............... ...... .. .. .. . .. ........ .. . ... . . . .. ..... .. .......... .......... ......... .......... .. .. . .......... ... ... .......... ... .. ............. ...... . .. .................... . ......... L.............. ............ .......... ......... . ....... 600 600 AS ..... ............. ....... ... ........... .......... PROP GS ED GRADE .......... . .. ........ .............. ..... ....... . ......... . ... .................... .. ......... . ........... ............... ........ ................. . . . .......... ................................... ....... ... ......... ............ .. .... ... ........ ...... ..... ............... ............ . ........... ...... ... .. .. ....................... ... .. ........... ..... ..... . .. .... ......... .. .. .......................... ......... . ................... .............. .................. . - ......... ... .. . .................. .... ..... ............ .... .. .... .. ............... .............. ......................... .................. ............... .............. . 0 595 ... ........ 3.V min -r-1-1.1. ......................... .................. ............... 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'-- ................ ........ .. . =77 .............. . ..... ............ ............. .............. .. .......................................... ........................ ............ ........... .. .. .... ...... ...... ... . ... ................ ........... '65 0 pm -Cq .............. ........... ........ fn Do .......... ........... . M - -U-) -.�_4 C 0 . ..... .. 5 �,ATERUNE 29 12 ............. . .... 1% ... .. .. ......... ............. ................... - - to ................ ....................... ........... � . ............... - . ..... ... ... ...... ... . 590 Co (m + + rn tr) .. ........... + Ill .. .. ......... .. . . .. .............. .... .. .......... ......... ........... .. .. ............ . .......... ........... ......... CN + C'j + ................. .... ....... ........ ...... .... ....... ... e. .............. .. ...... .. .. ...... ..... . .. .. .... .... ........ .. ........ ........ .... .. .............. . ......... ... ... . ................. .......... . .. ........ ........... .. C� 4 .......... ........... . . ... ................. 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V) .......... ............. ... . . ........... ......... ... ..... . ..... ..... . . .. ........... ............... . . ...... .. ... ... ..... ................ ........ ................. .. .......... . .. . ..... ...... . .. ............ . ....... .. .................. .......... ... ........... ........... . - ............ ............ ....................................... ......... .. . ........ .... ... ........ - ............. . ... .... ........ - .. .. ... ... .. .............. ........... ............. . . ........ . +180 10+00 ..... ... .. 11+00 - ........... ............ . .. . . . . . . . . . . . . . . . . . . . . . . .1 STORM .. ........... ................. ..... ............ ... - ........... ..... ..... ... . .. . ....... ............. ... . 12+00 ........ ....... . .. ............ . .. .......... ................... 13+00 134 GILMORE WATERLINE PROFILE 1_L1 9 �Horrtiz. " Scale: 1 3 0 Ve . Vert. S c a I e : I 10 61( 60� 60( 591, 59( 58! 58( 57! 57( 56! 9 (T�STORM SEWER PROFILE (2 -> EX1) Horiz. EX1 1 "=30" An Vert. B n C 0" OD nE 640 640 .......................... w . ................................................ ................. 615 .. ................. .7 615 E X I ST I N G �G RAD E 77*77.7�' Lu 610 ........ ....... ... ............. .... .. ....... ... 0 ........ . .. . . ....... .... .. ........ 610 .............. . ..... ........... 605 .......... ..... . ..... - .... . ...... , - . , - . - , . ..... - — ............ .............. .... .... .. ................ ....... ........ . ... ... .......... ................... . . .................. ........ ... . ........ ..... A ...... ....................... .. ..... . .......................... .. .. ............ . .. . ....... . ..... .......... .... .. ......... .. .. I , .. .......... . . ... .. . .. . . . .. ....... . .. ... ....... . .. ... .............. ........... ..... ....... ............ .. .......... ......... ......... .......... ..... ...... .. ... .. ........ ........ . . ..... 1 WOW .............. .......... 595 .............. ... ... ...... ... ..... ..... ............... ............ .... ..... ........ ...... .... ..... i ......... ...... ..... ...... .- - - - 1-1-11.1 1-, " ............ .... .. . .......... .. .. .................... ... . ............... ............. ........... ............. ... ................. ......................... ... ........ ...... . ........... ......... .... .. ...... .......... ............... ..... . ......... ............ ..... ......................... .. ........... ... ........... .... ..... .. .......... ............... 590 M .............. ... . ..... ........... . ..... ... ......... rEr-E .......... .............. .... ...... ...... ......... ............... 585 ....... ... .. ........ ...................... ......... . . . .................. ..... . ...... . . .. ..... ...... ............ . ............ ..... .. ............................. ... ................... . ... ........... 585 635 10 + 6 1 8 8� U") ................ .. ................ 0 SLEV 594 046 i� J ............... - - - + .. ....... ..... ..... ...... .............. ............... .......................... .................. .......... .......... ....... .......... z z 57� < 575 EXIST 11 1 0+ 00 1 1 + 00 1 11 _T 635 STORM SEWER PROFILE (3 > EX2) s P 9 H o r i z . S c ale : 1 3 0 1 SHEET NO: 1_� Vert. Scale: t " 10 " .............. ........ ........... ............ ......... ... ..... ... ..... ........... .. . .......... ...... ............ .. ... . . ... ............. . ......... ... .............. ... .... . ..... 4 . ......... f Ln ........... ............... .. ... .......... ........... ............... .............. . ... ... if U) ............ ............ ................... .... .............. .. ................. - .................... .............. ........... ... .. ......... . ................. ................... .............. . . . ........... ... ... .......... ..... ... .......... ............ ..... ............... ..... . ...................... ..... .. ... ..... ..... .. ........... ... .. ........... ...... . ........ . . .... . ... ................... .. ................. ......... ... ............. .... ... ......... .. CD ... ....... ......................... . . ..... ............. .. ... .... ..... ... ....... .. ........ . .. .... .... . . ....... ..... .. ... .... .. . .... .. . ................ .... .. . ... .... 630 630 AIN .............. ............ .......... ...... .... .. .. ........... ........ ..... . . . .. ........... . .. .. ... .... ... .... . .... .. ....... ... ... ... .. ... ................... . ...... .. .. ...... . ...................... ..... ................ .............. ........................... .................... ............. ................................................... ........... ........... ............... ... . ....................... .. .... ............ ......... ............ ....... ... .... .................... ... .. ... .......... . .......... .................... .............. .... ........... ......................... ................. ..... ...... ........... . . . ..... ...... .... ..... ................... ... ...... ............................. .. ......... .. . .... ...... .. .. .. .. ..... .. ........ .. ................ ... ............. ... .. .. .... .... ........ ................... . . ... ....... .... .......................... .. ...... .... ...... .. .. .......... . .......... . ........ .. ........... . .. ............. 625 ............ ............ . .... . .. . .. ....... ............ .... ... ... .... .................... .. ..... ..... ....................... .......... ............. ............... ... ....... .................. .. .. .. ............... .... .. ............... ..... ........ . ...... ................. ...................... .... ........ .............. . ..... .......................... .. ... ........ ....... . .. ... ...... .. . . ......... .......... ..... . ............... . .. .... .. ........ ... ...... .............. . ......... ... ... ..... ............... .. ............ ........ . .................... ....... ............ ............. .......... ........... ............... 625 .......... ................. ....... ........ ........... ............... ..... ....................................... ............. .......... ........ ............... ... .. ..... ... ............ ............ ......... . ............. .................. .......... ....... .. .. ... .................... ............... ........ ......... .. ... ............. ...... ... .... .. .. .. ............ ........................... ........................ ..... ........................... .. ..... .. ... . ............ ............ . .................. . ..... ...... .. z ....... ... ... . .... ...... - - ............... ..... ... ... .. ... ... . .. ........ ........... .... ........... . ... ... ............. .......... ....... ....... .. ................ .................................. . .. .... .... .. ... .. - .... ..... ....... ...... ....... ........ . ....... ... . ......... ................ .......... .... .. .... ... ... ....... .................. . ....... .......... " ........... ............... .................. . ..... .. .... ..... ...... . .... .. ........... ........ . . ....... . ..... .. .......... .... .. .... .. .............. ........... ... ...... ... ... ..... .... ... ... ... . - .................... .......................................... ......... - .. .............. .. .... ....... ... .. ..... .............. .......... ............ ........ ........... 620 .. ......... ............ . ......... ... . ............. ........................................... ...... ........... .... .... .. ......... ......... ... ....... ......................... ... ... ... ........ ................... ..... . .................... ................ .. ..... .. ..... ........... .. ........ . .......... ........ ...... ...... .. .................................................... ................................ ... ... .. ...................... . ...... 1620 COMES .... .... ... .. . . ... ................... .......... .......... .................... ........... . ............ .. ... .... . . ............. ............... . . ..... .......... ......... . ............. ................. .... .......... . ..... .. ................... ............. ... ......... ...... . ......... ........... ........... . . ............ ..... .............. ........... ....... ... ......... ... .... ...... .. . ..... .......... . ....... z ... ....... ............. - ..... .............. ............. ............. ...... ....... .. .... ...... . ...... ..... ..... ........... .......... . .................... ....... ...... .......... .. ........... .. .. ........... ................. . ..... ............... ..... ....... ..... . ...... . 615 ........ ............................ ............. . .... ......... ... . . .... .......... .... ... . ......... . ................................................... ........... ............. .................... .......... ........... .... . ..... ....................... ......... ................ ........ ... .. . .................. ........... ... .. ........... .. ... ... ...................... ...... .. ....... ................... .. ...... ..... ................. .. ............ ........................... .......... . ..... ................... ........... .... .......... ............... .............. .............. ..... ...... .... . .... . 615 ................... ............ ......... ....... ........... ...... EXI STI NG GRA ........... .... . .............. .......... .. ............. .. ........... .. ........ ...... ................ ...... ... .. ........... .............. ........ ................. ............ .. ... ... ... .......................... .... .... .. ... ....... ............ .................. ..... ... ... ...... ... ................. ......... .. PROPOSED GRADE ............. ....... .......... ....... ... . ........... ..... ... .................. .. ......... ..... ..... ... ....... . ....... . .. ... ...... ... .............. ...... ..... ... .. ... ............... ... ........ ......... .. .. .. ......... .............. . ......... ...... .. ... .... .......... .............. ......... . .. .......... ......... . ............ ........... .... ......... .. ......................... 610 ............ .. ........ .................... ................ . .......... ........... .. ........ . ........... ... ........ .............. .......... .. ............. ................................. ............. ... .... ... .................. . ......... . ............ ... .. ... .. ...... ... . ......... ................ ......... ... . ...... .... . 610 ....... ...... .. .. . ..... ....... ............ .... .... ....... .. ............ ................. ........ ... ........... . . . . . . . .. ....... ................ .... ...... .. ............... ............. ......... . ..... . .. ... ... .... .. ............. ..... . . .. .... .... ....... ... ... .. .. .... . ........ ............. ....................... ... .... ........ . ........... . Z ... ........... .......................... ............. .................. ........... ............ ...................... ....................... .. ............... ............... ....... ............ ....... ......................... ................... ............... ....... ............ . ....... ............. .... ...... .. ...................... ..... ...................... ... .. ...... .......... ......... ... ..... ....................................... ........ ...... .. . ....... ................... ......... . ......... ...... .. ............ ...... .............. ... ............ .......... ............. ............ .. .................. . .. . . ........... . .. ............. . .............. ...... ........... . .... .... ......................... ......... ........... ... .......... . ........ ... ................ . ..................... ........... ....... ............. ....... ........ ....... ....... .......... ....... .. . .......... .. ..... ......... ... ........... .................. .... ...... ... ........... ........... .................. ......... ... .......... . ..... . ....... ............. ......................... ....... .. .. . .......... . ...... .. ... .. . . .. .. .... .. . . ............ . .... .. ... ........... ...... ....... .... S TORM .......... . . .. .... ..... .... .... . .................... ........ ... ....... .... .. . .. .......... ... .......... . .............. ........................... ........... .......... ...... ..................... . Cnp 605 605 .............. ............... ........... ............................ ............. .......... .......... ........... ............... ... ........ .. ............... ... ............ Station 1.4+97 53 ... .......... .......... ............ ... ... 1p, .................... ............... - .................. ............. .................. ........... ... ......... .... ........ ... .... ..... ............ . ....... .. ........ ... ........ ...... .......... ................ ................. .. ........ .............. ............. ......... .................... ...... .... .. ................. ELE v 5 9 5 7 5 8 22� . ..... .. ........... .. .. ... .. ................... ....... ....... . .... ........... ... ... .. ... ... .... .......... .. .... .. .................... .......... ...................... - .......... .................. ............ ....... ..... ..... . .. . ..... ....... .......... . ......... .... ...... . .............. .................. ............. ................ ................ .. ... ..... ............ ..... ...... ... ... . . ... ... .................... ... ............. ..... .... ... ....... ............ .............. .......... . ............. . ................. . ... .... .............. . .. ... ........ ................ .... .... ............... ...... .. .. .. . .. ........ .. . ... . . . .. ..... .. .......... .......... ......... .......... .. .. . .......... ... ... .......... ... .. ............. ...... . .. .................... . ......... .......... ................ ........ .. ............ .......... ......... . ....... 600 600 ............ . . . ... .......... ..... ............. ....... ... ........... .......... PROP GS ED GRADE .......... . .. ........ .............. . ......... . ... .................... .. ......... . ........... ............... ........ ................. . . . .......... ................................... ....... ... ......... ............ .. .... ... ........ ...... ..... ............... ............ . ........... ...... ... .. .. ....................... ... .. ........... ..... ..... . .. .... ......... .. .. .......................... ......... . ................... .............. .................. . - ......... ... .. . .................. .... ..... ............ .... .. .... .. ............... .............. ......................... .................. ............... .............. . ........... ... ........... ... 595 .......... .......... EXt STING -GRADE ......................... .................. ............... OPOS�D GRADE ........... ....... ........ .. ..... ..... ................ .... ....... .. ...... ..................... .. . .. ........... . ........... ........ ..... ................. ....................... ............ ............ - ..... .. ... . ..... .... ..... . ...... ........... - .... ...... ... ... .. ... ... ... ... ..... .. ........ .. ... ............. ........... .. . .. ......... .......... ............ .... . . ......... 595 .... .... .. .... .. ...... .............. ... ........... .... ..... .. . ... ............... .............. - .... .............. ... . .......... ........... .. .. ...... .......... ............ .. ......... .......... ................. .. .......... ..... ..... ........ ... ......... .. .................. ... ... .... .. .... ................ I c SD.R -26 0 &42% SD ........ .. . =77 .............. . ..... ............ ............. .............. .. .......................................... ........................ ............ ........... .. .. .... ...... ...... ... . ... ................ ........... '65 0 pm .............. ........... ........ .. . .............. ........... 590 ............ �,ATERUNE 29 12 ............. . .... 1% ... .. .. ......... ............. ................... - - ................ ....................... ........... � . ............... - . ..... ... ... ...... ... . 590 S,ta t ibn 14 +27� 57, . . .... .. .. ......... .. . . .. .............. .... ......... ........... .. .. ............ . .......... .... ....... .... ...... .......... ...... ...... ... ... ................ .................................. ................. .... ....... ........ ...... .... e. .............. .. ...... .. .. ...... ..... . .. .. .... .... ........ .. ........ ........ .... .. .............. . ......... ... ... . ................. .......... . .. ........ ........... .. . ...................... .... .......... ........... . . ... ................. .. ....... ........ ... .. .... .. ... .... . .. ............ .......... . ... ....... ................... ............. .... ............ ... ........... .... ............ .. .................... . ......... ......... 585 ... .. ......... ........... .. .. ...... ....... ... - ............. ..... ......... . ... ....... ..... ... . .. ............... ........... ............ . ................... .......... ............. .... ... ... . ....... ... .... .... ......... ... ...... ... ..... . ........... .. .... .. .... .......... - 1585 ............ .............. .............. .......... ............ . ..... .. ......... ....... ..... brolb .... ....... .......... .26 ....... ....... .......... ............... .. .......... .. - . ...... ........... .......... ............. ... . . ........... ......... ... ..... . ..... ..... . . .. ........... ............... . . ...... .. ... ... ..... ................ ........ ................. .. .......... . .. . ..... ...... . .. ............ . ....... .. .................. .......... ... ........... ........... . - ............ ............ ....................................... ......... .. . ........ .... ... ........ - ............. . ... .... ........ - .. .. ... ... .. .............. ........... ............. . . ........ . . ....... ..... ... .. ..... ............ - ........... ............ . .. . . . . . . . . . . . . . . . . . . . . . . .1 STORM .. ........... ................. ..... ............ ... - ........... ..... ..... ... . .. . ....... ............. ... . ........ ....... . .. ............ . .. .......... ................... ...... .... .. .... ..... ... .. .......... . ............................ ..... ... .. ......... . .. ....... .... ... ... .. ...... ...................... . ................. .... ...... ................ ....... ... .. .... ............. ... . ........ 580 .......... .. S t Q t i h 11 44� 18 ....... ..... ..... ........ .. ................... 580 ............. __ .......... ............... .. . .. .. . ... ..... ... .. .. . ........ . ..... ... .. .... . .... elev 582.�980 ....................... ........... .... . ..... ......... . ... . .......... ........... .................. . ......... ...... . ...... .......... ....... ............. ............. ... ... ... ......... ... ...... ......... .. .. ... ....... ............... ....... .. .... . ......... . ....... ..... .......... ................ . ........... . ... ... ... ... .... ... .... ..... ..... ... ..................... .. ... ......... .... ... .......... ............... .... ... .. .. .................. ...... .... ........... ... ............. ........ ................. .............. . ..... .. ... .......... .. ... ............. EX PIPE ... . ....... . ........ .......... ........... ... ........... .... ... ... ..... ....... ......... .. .. . .............. - ............. .. ... ...... . ...... ............. ........... ...... . ......... ... .. ... .... ............ �4 ............. .... ......... ....... ....... ... ....... . ........... - ..................... . . . . . . .... ...... .. ... ..... . .... . ........ ... ..... .......................... ........ ....... .. ... . ... ... ............ .. ............ ................ ............. 575 ............. ............ ......... .... .. .. ............. ...... ...... ...... .... .......... ....... ................................ ... .. . . .......... . ........ . ............ ....... ....... .. .. ........ ..... ............ ........... ........... ........... ......................... . ........ .... .................... ..... ..... ..... ...... ............. . .......... ...................... ........... .... ........ 575 .............. ............ - ............ ... ......... ... - ................. ........... .... ........ ......................... ...... ... ... ....... .... ....... ........ .. ... ....... . ............. ....... ...... ....... ........ .... .......... ..... .. .......... ................... .... ... .... .... ...... ..... ........... .......... ........... ... ... .. .. . - .............. ................... .. .......... .............. ........... ................. ............ ............. ......... . . ..... ........... ............................. ........... ... ....... .. ............ . .... ........... ............. .. ..... ...... ... .. .............. .... ........ . ...... ..... ....... . ...... ... ... ............... ......... . ............... ............ ............. .. ........................ .............. ... . ... ... ........... .... ......... ...... ........... . .... ....... . .......... ............. ......... ....... ... ............... ........... ....... ...... ......... ........ ........ . . ........ .. .... .. ...... w ............. .............. . ...... .. .. ... ... ............ ........ ... .... .. ... .. ..................... ... ... ......... .................. ........... 57 570 ... ....... .......... .... ......... ....... . .. .. ..... ......... ................ ........ . ...... 0 ... ... .... .... ........ ............. .. .......... . .......... .... ............ ....... ....... ..... ... .. .... . ........... . ......... Cy .......... .......................... ...... ............ ..................... ........................ .............. .............. ...................... .. ........... ...................... ...... .... ..... .. . ..... .... . . ..... .. . ...... ................ ..................... . . .... ...... .... ......... ... ... ... .......... ...... .... .. ... ... ... .. ............... .. ............... ... ..... ..... . ............ ........................... ........... .. ..................... .......... ............ .... .. ................. ... ....... .......... .... .... ...... .... ...... ........... - ........ ... .................. .............. ...... ... ....... ...... .. ............ . - .. .. . ........... .... .. ......... .......... .. ................ ... ........ ........... ....... ... - .............. ........ ........ .. ..................... . ..... ... ..... .......... .. ...................... .... - .. .... ...... - . . .. ......... fn ................ ............. m L6 ..... ... ... .. .. ..... ....... .. . ...... ... .. . ........... .................. . .... ...... - ................ .. ............. ........ ... ............. ........... ........... - .................. . ...................... 1565 565 .... ..... . .......... ........... ............ - .......... .. ......... .. OD .............. . .... ... ............... .......... ........ ....... ... ............ ........... .................. ............... ........ .. ............. ............ ........... ............. ............... ............... ... .......... ................................ ............ . .. .................. .... . ........ ..... .. ..... ....................... ................................ ...... .. ... ....... . ......... -t .............. C-4 F4 (.0 . ................... . ....................... ..... r- Co .......... ....................... . ...................... ... ........ ............. - ................. ...... ..... ............. . ... ......... .............. ....... ...... ................ (0 ... .... ... . . .............. 0_ . OD ............ . ... ..... ....... .... ... ......... ... . ... ............ Lr� .......... 00 ............. .................... ............. .......... ............ ... ... .. ........ ................... ... .. CAD + ........... .. .............. ................. .................. .............. .. ... ............ .............. .......................... ............... .. ......... ..... ................ ........... ...... .. ... .. . .................. .. .. ........ . ............... .................. ..... ....... .............. ............. . .. ................ .... ...... ......................... ... . ... ... .... ................ .......... ... ...... .. ...... .... .. . ... . .. . .. .. . ............. ........ ....... .. 1- R ...... ... ............. . ............... .................... ......... - .. ... ... ..... .... ....... .. + + ....... ...... ..... ... .......... ..... ...... ... ... ........... ................ ..... ......... .. ..... ...... .......................... ...... ................... ....................................... ............ ........... I 560 560 ............. ....... .......... : - - , - ............... ........................... ......... .......... ............. .................... ... ...... ... .... .. .. ............... ... ............. ........... .. ............ ...... ... ............ ............. ............. ..... ............. ........ ........ .. ........... .............. ....... .. ................. ..... . ... .. .. ... ............ .. ............ . ..... ............ D . . .. .. .. .................. 0 ................... .. .. ......... ................. ....................... ........... .... .... .. ...... .......... . ... ................. . . ...... ......... ............... .......... .............. ............ .................. ... 0 If z .......................................... ..... .......... ..... .... ......... . ..... ... ... ... .. ...... ........... . ...... ..... . ........ .... ...... ........ ... .... ... ................ .... .. > > z z .. ....... ..... ............. ........ ... .................. . ........... ... ............ .. .. ........ ...... .. ........ ... .. .. ... .............. . ...... ........... .......... .. .. ................. ...... ...... .. ........... ...... .......... .. ...................... . ................... ........... .... .... ... ... . .. ........... ... ... ....... ...... ........... ................... ....... ... .......... (f) ............. ........... .. .. .1 . 1. _., .1 - . : .... > > z . ...... < U) > - z z .................. (n > 2: z ........... .... ....... ............. > 555 V) 9 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17 7 5 SANITARY SEWER PROFILE (E EXI e3 SP9 Horiz. Scale: 1"=30" A T p r f q r, I P - 1 1 n 61( 60� 60( 591, 59( 58! 58( 57! 57( 56! 9 (T�STORM SEWER PROFILE (2 -> EX1) Horiz. Scale: 1 "=30" . . .......... Vert. Scale: I "=I 0" . ....... .......... .. . ......... C> ........... . 620 610 605 600 595 590 585 580 575 570 565 75 62( 6 1 ' 61( 60� 60( 59� 59( 58! 58( 5 7 ' 9 STORM SEWER PROFILE (EX3 -> EX2 Horiz. Scale: 1 "= 30 Vert, Scale: I "= 10 " . ....... .......... .. . ......... C> ........... . 620 620 615 610 605 600 595 590 585 580 575 75 540 335 330 325 320 315 310 505 300 595 590 50 625 625 C, T . ........... .. . . .................. 620 . ....... .......... .. . ......... C> ........... . 620 .......................... w . ................................................ ................. 615 .. ................. .7 615 E X I ST I N G �G RAD E 77*77.7�' Lu 610 ........ ....... ... ............. .... .. ....... ... 0 ........ . .. . . ....... .... .. ........ 610 .............. . ..... ........... 605 .......... ............... . ............ .......... .. ............. .. ............ .. ..... ...... ...... ... .. ... __ ... .... . ..... . ...... . ........ . POSED GRADE 77�, ... ........... ... . ..... 605 .......... .............. .... .... .. 600 't .. ... ... ... ... .................. ... ........... 1600 ............... - ...... ............ 2 50% .. ......... E 0 595 1 WOW .............. .......... 595 .............. ............ - .......... .. 590 WA TE R Ll N rM tion=1 0+50.44. . .......... - __ __ ................ I .- - 1 ........... 590 rEr-E .......... .............. .... ...... ...... ......... ............... 585 ........... ........... ... ............. 'Lj_1 . . .............. - r p y .. ............... . ......... .................... ... ............ . ... ... ... ... 585 10 + 6 1 8 8� 580 ................ .. ................ 0 SLEV 594 046 i� J ............... - - - + .. ....... ..... ..... ...... .............. 580 .......... z z 57� < 575 9+180 1 0+ 00 1 1 + 00 1 11 _T It 115 STORM SEWER PROFILE (3 > EX2) s P 9 H o r i z . S c ale : 1 3 0 1 SHEET NO: 1_� Vert. Scale: t " 10 " 14 3L m ic. No. 33028 05 08/17 S-tONAL E7!S E 8 DATE: 05/08/17 INDEX TITLE: TF s 1 0 1 SHEET NO: 10 of 14 AIN COMES DATE: 05/08/17 INDEX TITLE: TF s 1 0 1 SHEET NO: 10 of 14 DATE: 05/08/17 Line Inlet DnStm Drng Runoff Incr Tc I Flow Known Invert Invert Line Line Line Capac Vel Pipe No, ID Ln No Area Coeff CxA Coeff Inlet Rate 0 Up Dn Length, Slope Size full Ave Travel Depth Spread (ac) (C) (min) (Min) (in/hr) (cfs) (cfs) (ft) (ft) (ft) 00 (in) (cfs) (ftis) (min) .1 4 Outfall 0.07 0.64 0.04 5.3 7.24 114 0.00 599.18 594.40 112.714 4.24 15 14.41 6.80 073 2 EX3 1 0.54 0.73 0.39 5.0 724 2.85 0.00 599:74 599.28 44.870 1.03 15 7.08 4.49 0.32 3 3 Outfall 0.55 0.82 0.45 5.0 7.24 3.26 0,00 596,88 594.40 99.060 2.50 15 11.07 6.07 0.62 4 1 Outfall 1.34 0.69 0.92 6.0 7.24 7.70 0.00 582.90 581.73 90.740 1.29 15 7.94 6.74 0.23 5 2 4 0.41 0.45 0.18 5.01 7.24 1.34 0.00 583.35 583.00 68.180 0.51 15 5.01 2.28 1,04 Line Inlet Drng Inlet i Runoff lnc,r Q Q Q Inlet Curb Junct Gutter Gutter Cross Cross Gutter Gutter No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI,, Sw SI, Sx Depth Spread 0" (ac) (min) (in/hr) (C) (cfs) (cfs) (cfs) (cfs) M 00 (ft/ft) (ft) (ft/ft) (Rift) (ft) (ft) 1 4 '0,,07 5.0 5.69 0.64 0.26 1.73 1.43 0.55 72 6.00 Curb 0.050 2.00 0.083 0.020 0.21 4.11 2 EX3 0.54 5.0 5.69 0.73 2.24 0.00 0.52 1.73 23 6.00 Curb 4.000 2.00 0.083 0.020 0.10 1.18 3 3 0.55 5.0 5.69 0.82 2.57 0.00 2,57 0.00 100 6.00 Curb 0.050 2.00 83.000 0:,020 3.10 0.04 4 1 1.34 5.0 5.69 0.69 5.26 0.55 5.81 0.00 100 6.00 Curb Sag 2.00 0.083 0.020 0.21 7.11 5 1 2 1 0.41 1 5.0 1 5.69 0.45 1 1.05 1 0.00 1.05 1 0.00 100 .... Grate Sag 2.00 0.500 1 0.500 0.36 0.72 STORM SEWER PIPE CALCULATIONS STORM SEWER INLET CALCULATIONS .......... ........... . .... ........... ...... . .... .......... ........ .. ........... .... . ............ ... . ..... . ......... - ------------- ........... . . - ----- ----------- -- - . ........ . ...... b6l A- X- X- X- X- X_ X_ X_ X_ X_ X X_ X_ X_ X_ X_ X_ X_ X, X_ X_ xX X X X x- x- X_ x X x 74$ S55*3650*r -AL8.34 RY won= M"M VM& I ,=j=6M 771M -EDLICH D 0, All 64 L L) E6- (�10 PROP, 20 ACSA SAN, SEWE (A-) _9B 4�) SIC > 5' ON -2 PF SMS9U. DA S� AP A 0.4t 0� \� J Ufien 1+00 C 0.45 Space ...... .. �V P�i. R .Tc 5 min 9 r2, IN ------- a BA -1 03.5 10 00 'Y3 GO" A = 1.34 SDG - ------ C 0.69 p 00 0 0 Tc 5 min 3.3 J; or e (17, xx 92. `10) 7 X\ 101 14. 93.2 4,3 _R1 '; O° \ i / c�•,` ,'p ;� ;,y ';5; j`I ,� ,' ;�� ,% , -/ J - _[,/ y` ,` rft '� % j 1' 5% t b �8 /5/7, -77 93 V �5.0 7 0 16/ I / C 0 C 04., 1 j � T 2-� '0 V WJ q/U., i 1 Gor0ge/ 611. jj 94.1 /y, 165 Q-4 94.6 .2 9/ff.9 56 10 \VI "Lot 47 ax .5 X 6- 9. t -110 Ix 94- !95,.o 0 4,� 0 I I 0 I z f -A, peril 95.6 FF-Z:_6'0,q111 " I . 1� I I / &) 0 U'd q 4 X I -2t Al• t N fj -7� -14U IL i Lot -19 3 N, 95.1 I cll CIO . %_�p -FT:z-60_/10 z:-6 V\A DA -3 95.� 0,t C 0.82 -t;-609, --I T-6 \ ��� �,'�� `' its, ';l ,o_7_� -06 10 -0- -U()o 0 _0 Tc 5 miii <,x V tot r0 607.3 zx 0\6. U 0 DA-EX3 Nt�_ '-Z- -3 C = 0.73 CS 10/0 /Z 't, Tc- 5 min VV1.19 k,Xz)`o �-606.7 4 7. 01 9.P Lo U 2. Yi ,07 04, 06. 0 11) CD 6-7 0 A 3 K\ Pace 6? Q�4 DA -4 OP e, A = 0.07 a e A C = 0.64 04001/5 C X� Te = 5 min x 20 0 20 40 60 00 NIMW SCALE: 1 = 30' r T. �7T,;_ I r) 1,M WM -------- 077 i Ze E t Q - C SHEET NO: 11 of 14 C o 75 co :�a --T 0 U) C E W 0 0" kl�;, - - 1, i smmg.. • � # INDEX TITLE: t SHEET NO: 11 of 14 • ti • smmg.. • � # INDEX TITLE: t SHEET NO: 11 of 14 TACE OF. GD RD INVERT LINE r " 2 " 'I: CONCRETE TO BE 60 CIT' MIX CLASS A 35,00. 18" R i 2. WHEN USED WITH 5TABILIZE0, OPEN GRADED DF2AINAGE LAYERS, THE eoTrom OF THE CURB AND. NUTTER SHALL > BE CONSTRUCTED PARALLEL TO. THE.SLGPE OF THE 42- SU14--SASE COURSES AND TSS TH OE TH CF TIDE1 " R u . PAVEMENT B NOT LESS THAN THE THICKNESS SHOWN. 3. ROLL—TOP CURB P G' FTE' MAY BE :USED: ALONG t BUILDER'S OPTION: ARTA MAY BE SUBDIVISION STREETS HA'�D�I�; A DESIGN $PEED NOT CONCRETE. BOTTOM OF CURB MAY f GREATERHAN 30 MPH. FOLLOW SLOPE OF SUB—D ASSE _ f PROVIDED AS WIIMUM DEPTH OF i" IS MAINTAWED ROLE O.F� Uf~iB C 1 TE € OT TO SCALE _ __... _. ; = -j�e E p n CV r SN_cc Z c >�� p NOTES= n— s o 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. `r 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 0 (DN � s 3. CURD HAYING A RADIUS OF 300 FEET. OR LESS (ALONG — U FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, _ 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) ®� IN ORDER THAT THE BOTTOT OF CURBILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT 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 -e AS SHO�DN INN APPENDIX A OF THE VDOT ROM dESIGN MANUAL. J 777717/7 a .o• , •�; • -.,; • Concrete Sidewalk 4" - 3000 PSI . A•- A-• a. SURFACE SEE A NOTE 4 v a • .p { f ` ' f a ' �� �'� ` �� �` • BASE 4 VDOT 21 A es OVER COMPACTED SUBGRADE SUBBASE _ 4 5' SIDEWALK DETAIL 4" rl!T' RADIUS 6 SP1 NOT TO SCALE 7Y2*' V MIN v SURFACE OM1 E. WERE MAX. c. No. 33028 v BASE 05/08/17 SUBBASE' 12"-- ` -1 ONA L li:�'6ti ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPE(�ICATIDN AGE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 f'-9 2D1.D1 i` Cil Ci LLI 1 ROLL TOP CUR 2 CG -0 DETAIL 3 CG -2 DETAIL LIJ SP12 NOT TO SCALE SP12NOT TO SCALE SP12 NOT TO SCALE w M rI VER LIFT 40TCH eel- trs<-,TEN �1 ` 33 CAST IRON LIDS . [ 'I TV ETER BOX c S t4 ;`Y i✓ j} PF'y a• fi?�_#,. Zx I � ri >T F F \may^f �`.� e f � r i E SL.;'`T 3 y ITE t1 i i-..IA'r4ETI ROLE. I IEA tIEC I(, :THE LI, FDfi: TH 1E . N ETEk". NL'-TE� Q`DMPV-,'ERTS OF C P& JNAM• ,,. CDNSIST OF THE FQLLG NvjC,f . HYDP,A,LIC CEWEHT SIGEYALK {DEPTH -IN 11rHES, !ARE€. IN SQUARE TAfiDS.< A l'(,I+Vl WHEN REQUHSl < v {`i,3 0i.-3 W L°iEA-R FEETY - BETECT€GLE"WA Nri,. SURFA.`E a.RE;A IN SOUPAE YAIRO ;' CG -6 EACH IF THE AUUVE ITErr 'I" E ..0?�tTE PAT" �ITEir N;.1'.w-H�JVLG 2, aFTEGTNELE Wt,� UV, HALL EE FRQM THE MATERYL VF'n VEU LIST FC`� `??Kf ''VAT £E 5�V � lE� FOP Ehi H u CUT 'kuP; vETECTAPLE kPx1�i'S�;v l4Fl.CES. +<dCT°•, LITE- st-i1LL VEST THE W(TOREIUEt T- OF THE fECVL i'#CYIEY,3N FOR C.-, 12 DETEVTXRLE NOTES: e4MW (; SURFACE dM' HALL .iE_ SL iWITTELI T 1 THE TFNDA D`: :Af''WQVAL, SEEP'lk DESIGN .Ek TP)N FDW AT*E4 BAY PWRED Mu'."QLITHI ALL'?f N61TH RAAap t. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ,-• 4 IF RAMF � FLOOR IS PRECAST; HOLES W) T BE (PROVIDED FOR DOWEL EAf6 l? � ...... "" THAT FQA.ITAtiiKC FLARED MtIE„ '-car EE CA'T:IN PLACE AFTER, PLACEMENT OF 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, THA ttzT RAD#- FL.aGsli, PBE �T �Dm {BETE `INSEE $E :L"LA$'� a -p, TYPE A '.. HEQ;(APEC 8ARi -RE TO HE %, 0 m; X e 1A4Ev 4'CFENTECs_ TO CEWCEf2 ALVRin 4000 PSI IF PRECAST. PERPENDICULAR EGG RETE COYEf ,.i, €q�-+, l4x f '"€!Rs AND ^HTTER SL %E TR?NSITTU?Z APJ VENT 70 .,URB n%Vr-c: P,RE' I>CLVYPED IN PAftIEiT FOP, ;',jn r' CURESCUTTEf- 3. COMBINATION CURB & GUTTER HAYING A RADIUS .. is h'AAG'a ABET-' 9E L' C+`TE; A 4HG"N>>+.1. 6P¢ THE "LFh > ET 75 lit ECTE + Q':h R'�_ Yt5' dHEftEf7ER Td.�E 1 TE �E T16 V r- 3Y THE EHGItlEER TtY 4E e uvt3E AT tCE9`aFSLE f2:;UT£-.MITI-Bk it4 HT Vt AY €3F A 'rk"N4S AY FACILITY 2s max t ... •� -- .. - -r �-=-,•«-----'""'"""� OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL .c '. -- ^•^••-�^••^^-�•-J'-- .- �•"'. '-`�.� .. a ra R A N07 ES Y IEE . "xHO.t T 'YF"E 8 li>E EX STN LIGHT 1't1LE . FIRE 11CAi U tfEHlh VEHICLE TOr L ( I 3E L E BE PAID FOR AS RADIA. COMBINATION CURB & HYIiN VTC,,R4LE7"S ETG RCE ]FSLE ES �'t,4 Y1E U, TING 4`41;A;`� - N r ALL Fi r^ £tzs Ar- R la T PATH t 'E .h ST kisLE FI C SLI E5. T 06aT a E s. .'•< �5 DI, EN d E"`A1DLE ELE5iE1vT_ a'7, F A F±k:iLIT� THAT _CA2' BE ANA-+,i?S.A,.HE.., EtiTEfiEJ tv1D i .Eis £1-. FEDE`.6TRJ L` .vN,Cn w `_,. ��,24�'� r GUTTER. p � x i � "s - I.....i.�A;<�, PERPENDICULAR TO THE wtsRB. .y}A'.4AA, � �(>=.-^-.\;� •' v, TYPICAL CC.W,F'ETE SIGEYOLK IS 4 THGK. WHID4.. THE-EN'TRANcE ROCA]DANP?QT- 4- FOR USE WITH STABILIZED OPEN -GRADED > ` R3 1°- fPn,TE HEAVY T.. „x Ti> Rii kE 4NRE4E�JT� F +NT y O HEA .. r >?UTa ...,4TE THE ,7S t} '. $` -._ TRAFFIC TREFER TO ,TNMO 3 4EAVY TE'1 TRAFFIC) FLP GLtNr"3ETE DEPTH - 7 C HIGHER TH.4Rd `i "y.�-�--^-" "- - EO,E S;F Pr- EVENT \ DRAINAGE LAYER, THE BOTTOM OF THE CURB AT nX� , -*E A„ TOP or C;'vPa THE aNNIMUt! WIDTH HALL 13E THE WIDTH OF THE SHARED' USE PATH. ,,. Wf-U� ONLY ^4E CI Ru VNAMP IS PROYDE0 FOP TWO CROS Jif S IXG NAL;-.. AND GUTTER Fj§,L BE CONSTRUCTED PARALLEL A A I x 41LA'N!q AREA HAIZL SE polETO VPNEV.WHEL-da & PERPENDICULAR MTil TE CAO WINO INTO THE TIRAVELWAY, THIS ;;'w k LNIS IG: AREA MAY INCLUDE THE GUTTER F+bJ. .PARALLEL TRU .'104E TO THE SILOPEE CCS)FF SUBBASE COURSES _NASO art" t ✓ PCi =h ?t .i":z`;TL`H- CW?H. ? R', .9 J er f `J THE B,(;K: OF AND TO THE DEPTH OF THE PAVEMENT. -'� tiT71PIt, R:t�:fl=• f LR - 44+' ET ca UC Uti v R t' J 4_ o 0 f7 rraU JCtC aJ;' a.0 5, ALLOWABLE CRITERIA FOR THE USE OF ,"� - 0 0 0 0 .o a 61 fl C` 7 '3 h C' C - •_ i1 61-t :DF BASE DIAMETER CG -6 IS BASED ON ROADWAY CLASSIFICATION 'ARIAKE F;&L WILITH OF RAMP FL.XJ',' SEE NOTE €2. _�. Bog „IhuE. T{ PAY Lh9Ta pETECT,BLE WARN] i TRUNCATED. DOME AND DESIGN SPEED AS SHOWN IN APPENDIX A INSTALLED ON A RADIUS DETAIL pETNL L✓ 2'• R ''� CG -12 DETECTABLE OF THE VDOT ROAD DESIGN MANUAL. hEFEHE ^E ROAD:M0 IzF.IL-uE STR=4:v;+R,;S. (GENERAL NOTES) ''URC MA ,EAffWE€#-F OF TRANSPORTATION -.. s `C^2 .SHEET I'r F a NEtIi514N DATE D7Jk5 . 7" — THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A (THIS MINIMUM DEPTH OF 7" IS MAINTAINED. AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB &GUTTER105 REY.9l06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 n CV r SN_cc Z c >�� p NOTES= n— s o 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. `r 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 0 (DN � s 3. CURD HAYING A RADIUS OF 300 FEET. OR LESS (ALONG — U FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, _ 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH) ®� IN ORDER THAT THE BOTTOT OF CURBILL COINCIDE WITH THE TOP OF A COURSE OF THE P ENT 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 -e AS SHO�DN INN APPENDIX A OF THE VDOT ROM dESIGN MANUAL. J 777717/7 a .o• , •�; • -.,; • Concrete Sidewalk 4" - 3000 PSI . A•- A-• a. SURFACE SEE A NOTE 4 v a • .p { f ` ' f a ' �� �'� ` �� �` • BASE 4 VDOT 21 A es OVER COMPACTED SUBGRADE SUBBASE _ 4 5' SIDEWALK DETAIL 4" rl!T' RADIUS 6 SP1 NOT TO SCALE 7Y2*' V MIN v SURFACE OM1 E. WERE MAX. c. No. 33028 v BASE 05/08/17 SUBBASE' 12"-- ` -1 ONA L li:�'6ti ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPE(�ICATIDN AGE STANDARD 6" CURB 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06 f'-9 2D1.D1 i` Cil Ci LLI 1 ROLL TOP CUR 2 CG -0 DETAIL 3 CG -2 DETAIL LIJ SP12 NOT TO SCALE SP12NOT TO SCALE SP12 NOT TO SCALE w M rI VER LIFT 40TCH eel- trs<-,TEN �1 ` 33 CAST IRON LIDS . [ 'I TV ETER BOX c S t4 ;`Y i✓ j} PF'y a• fi?�_#,. Zx I � ri >T F F \may^f �`.� e f � r i E SL.;'`T 3 y ITE t1 i i-..IA'r4ETI ROLE. I IEA tIEC I(, :THE LI, FDfi: TH 1E . N ETEk". LLJ Z � J LLJ EAS C) LLI OM4-1 is shown as a red diamond D Oshape with nine red retro -reflectors ASPHALT 1'-0„ 0 0 mounted symmetrically in three PAVEMENT o diagonal rows on the marker. " < CQ 'a DO �•� i � II a 'Y A •. i z � F� t ev •v- 1 �* 1 f - v OM4 1 � FLUSH CONCRETE 0RIBBON CURB O z v7 7 END OF ROADWAY MARKER SP12 w RIBBON CURB DETAIL SP12 W LU m NOTE: CONTRACTOR TO INSTALL RIBBON CURBi an ` S E CONCURRENTLY WITH DRIVEWAY iETEI�rv; CONSTRUCTION TO PROTECT RIBBON CURB FROM BEING DISTURBED DURING FI ALL 6 TAIL CONSTRUCTION. G 12 DE C 5 �^ TYPICAL METER BOX SP12 NOT TO SCALE CD SP12 NOT TO SCALE k F'OR'(3'*Yrtx$ V u'c_.ey JfAM'#. CORIST. E%F.4I'�-d ti-Ja di 'o p'U .J fi3tAAdE Fe OVA UAIIK OF StCY W,1iX JCaNT'-, SFTiS .: •a�GU3FER H .. SEE srxaIVARD IC-&, f`� - - BARS t ARS Fj° saws s:HARDWARE w — SEE non a I0 E 1# I€�.�,�,a AR b I1AR A. ..._.. I : €3 €("""'E D FATE 6F..vt3RE.^• NOT„ t,LfTiE?a s .GFI 'OGNTRCx, JDINT ..... .... .. R.iCiS..C'w wT9?Lii, .NOWT.... t f--;i(I00 PSI CONG. BASE'>'�• PLAN SECTION A -A ,,.r` .... .Mat. DEiNCH SLOPED Tf FLQ'W 1. MAX, � �� F f E'tE(8 CONST. J(Rn9T CHANNEL 1/4" WI a ut LE: IArx..2o° 'fERY'S Arr_2 .` — — — "H- ffi a G a>. i"i ..--�^^'.�.. "`; n• 399 11 �w B fi F e*s E . :a �f _ 3A2$ 't l ' u D RETE VAR$ 0 _ _'--( 4 w WEEP ?NILE FRONT ELEVATION a a � ] q� (COTTER REMOViDp ry 5 a•.. BARS F ?� r (H ,F,t° RENT w aT •� _ SECTION 8a� YYPE A NOSE DETA'L SHALL BE USED WITH �CG 3 @.CC -7 STAPd©ARL!S. ",. ,:, . l� `^..__�2°la �t2�1'"X°%i' 6 4. a SCI �7 lr y GALVhN'?.1'T. a. a d I,101TE: TYPE NOSE DE1,4L $HA1_L 6E USED WITH CG � & LC�:s 5TAtJDh :DS. TYPE �A. a TYPE B t11/ X 4" STUD STCAR CD`3#ECTGR WELDED � 'dl a. . FLEXIBLE r'*'IOE TION,— � GALUAta2ED PS.ATE, FOP' VPE A. TO BE SENT ON Al ANGLE OF 63"30° r� NK;LE%k AT 2`C -.C. �4 ASPHALT � W ITH STAINLE..:t STEEL ALL CMI NECTIONS TO r(WrIECTM IS TO De„ ATYCHORE0 WITH s/z" x 4- 5T€a„ !�HrAft MOUSE DETAILS EXISTING MANHOLES H='<LL � ..Anvv+E f 4.. d - � � 7' WELDER TO BZNT PLATE: AT �'CxC. n �� W Li E IEA IC: A FLEXIBLE T9I.�a.�AI.3tU .waxco �s e Eorr `ACICINNEL'T110N 800T 611 Q 6 i`;ETRLLE> ��w w dI _ _ DOM. PROJECT No: 01 9 I ....,.� F(,CiW 1 Lq� "�'� GRANULAR SOIL F 1 1 i DETAIL WHEN USED — — — INDEX TITLE: T Y ; i A"L ,N � H TOLE € L A `':, FOTO V GRACE .ADJACENT TO CURB COMPACTED TO 95% _, THs OEs O a� Exm��T>��; wi7H01IT GLITTER MODIFIED PROCTOR m;HQ¢V1N1r1 I3`RY � C'H TIE LI` STANDARD qq�yy(^� ��^ss! ' ((��y j �{�^g�a�yy pp.�� y SPECFKATION iVT;,i ROM.:AT,I 0TS€GGE STAkIibM1RDS STY"SEsii.A+ASi(,A 1..Ui''"C3 'D1'iLt` INLET REfEREhICE '. SHEET 9 - BIn 4=1� DATE 12" - 30" PIPE= MAXIMUM DEPTH (1) . 8' - ��� � MODERATE TRAFFIC ICONDITI(�N FI —1- Gs.t S GBJTq S7__ 12 VIW*A MPARTMMY GF 7R*sP,*TAT*m 5&Z SHEET NO: 12 of 14 MANHOLE WITH BRANCH TIE-IN DETAIL, t0 DI -3 DETAIL 11 DURASLOT SURFACE DRAIN DETAIL SP12 SP12 NOT TO SCALE SP12 NOT TO SCALE NOT TO SCALE DATE: 05/08/17 NL'-TE� Q`DMPV-,'ERTS OF C P& JNAM• ,,. CDNSIST OF THE FQLLG NvjC,f . HYDP,A,LIC CEWEHT SIGEYALK {DEPTH -IN 11rHES, !ARE€. IN SQUARE TAfiDS.< t''� c• ENERAL NOTES' l'(,I+Vl WHEN REQUHSl < v {`i,3 0i.-3 W L°iEA-R FEETY - BETECT€GLE"WA Nri,. SURFA.`E a.RE;A IN SOUPAE YAIRO ;' THE IETEUTA3LE-W,'.?tvl .0 5H ALL SE uRtrVIDEV Gk. 'fKxtli'tTEf3 JL€T.1E:;. EACH IF THE AUUVE ITErr 'I" E ..0?�tTE PAT" �ITEir N;.1'.w-H�JVLG 2, aFTEGTNELE Wt,� UV, HALL EE FRQM THE MATERYL VF'n VEU LIST FC`� `??Kf ''VAT £E 5�V � lE� FOP Ehi H u CUT 'kuP; vETECTAPLE kPx1�i'S�;v l4Fl.CES. +<dCT°•, LITE- st-i1LL VEST THE W(TOREIUEt T- OF THE fECVL i'#CYIEY,3N FOR C.-, 12 DETEVTXRLE e4MW (; SURFACE dM' HALL .iE_ SL iWITTELI T 1 THE TFNDA D`: :Af''WQVAL, SEEP'lk DESIGN .Ek TP)N FDW AT*E4 BAY PWRED Mu'."QLITHI ALL'?f N61TH RAAap S: UmV.YT' QF CUTER RAAR FRE FLOOR OR u2T :,S1tiz'.- PERI "5 1RLE-CON.,TR ICIIDN J 4NT' WITH RECI01REC BARS. ,-• 4 IF RAMF � FLOOR IS PRECAST; HOLES W) T BE (PROVIDED FOR DOWEL EAf6 l? � ...... "" THAT FQA.ITAtiiKC FLARED MtIE„ '-car EE CA'T:IN PLACE AFTER, PLACEMENT OF .0.k :�. THA ttzT RAD#- FL.aGsli, PBE �T �Dm {BETE `INSEE $E :L"LA$'� a -p, TYPE A '.. HEQ;(APEC 8ARi -RE TO HE %, 0 m; X e 1A4Ev 4'CFENTECs_ TO CEWCEf2 ALVRin I DOTH SIDES OF THE rraN.R FLICS�, b1 DEPTH F XVP FLOOR,-Mit=9AE.9Lf: PERPENDICULAR EGG RETE COYEf ,.i, €q�-+, l4x f '"€!Rs AND ^HTTER SL %E TR?NSITTU?Z APJ VENT 70 .,URB n%Vr-c: P,RE' I>CLVYPED IN PAftIEiT FOP, ;',jn r' CURESCUTTEf- -�-- _ 'C .. is h'AAG'a ABET-' 9E L' C+`TE; A 4HG"N>>+.1. 6P¢ THE "LFh > ET 75 lit ECTE + Q':h R'�_ Yt5' dHEftEf7ER Td.�E 1 TE �E T16 V r- 3Y THE EHGItlEER TtY 4E e uvt3E AT tCE9`aFSLE f2:;UT£-.MITI-Bk it4 HT Vt AY €3F A 'rk"N4S AY FACILITY 2s max t ... •� -- .. - -r �-=-,•«-----'""'"""� A4- THE ,iF (h(-- SES t". ;'D 3:? i.'EufSeTiLE..4 ^F b4HETHETT "b€E'Y}xtl„3„ IS EHICTIhi. G OPQ.'Ef, K 'P Jfe-NG'1EA1 TPiT THE" blsraT :14E Ltt- TE ` tY1THl7# #?E R1 d $ .c '. -- ^•^••-�^••^^-�•-J'-- .- �•"'. '-`�.� .. a ra R A N07 ES Y IEE . "xHO.t T 'YF"E 8 li>E EX STN LIGHT 1't1LE . FIRE 11CAi U tfEHlh VEHICLE TOr L ( I 3E L E PARALLEL HYIiN VTC,,R4LE7"S ETG RCE ]FSLE ES �'t,4 Y1E U, TING 4`41;A;`� - N r ALL Fi r^ £tzs Ar- R la T PATH t 'E .h ST kisLE FI C SLI E5. T 06aT a E s. .'•< �5 DI, EN d E"`A1DLE ELE5iE1vT_ a'7, F A F±k:iLIT� THAT _CA2' BE ANA-+,i?S.A,.HE.., EtiTEfiEJ tv1D i .Eis £1-. FEDE`.6TRJ L` .vN,Cn w `_,. ��,24�'� r A�. "N "itk t3 'G .?# I ECTT.A+S F'RC.kIDED THAT T HE btav EPL CE , L' L TAN E T L S PLACED W 7H .T& F THE CRT355WALK P_ THE .,uTiEi V ENIN.. IG L EC fMiN E LIFAI i THAT THE SLOPE AT THE €,MEC'TIUM OF TINE .,QRr+ t l'EPeMC I ' - p � x i � "s - I.....i.�A;<�, PERPENDICULAR TO THE wtsRB. .y}A'.4AA, � �(>=.-^-.\;� •' v, TYPICAL CC.W,F'ETE SIGEYOLK IS 4 THGK. WHID4.. THE-EN'TRANcE ROCA]DANP?QT- > ` R3 1°- fPn,TE HEAVY T.. „x Ti> Rii kE 4NRE4E�JT� F +NT y O HEA .. r >?UTa ...,4TE THE ,7S t} '. $` -._ TRAFFIC TREFER TO ,TNMO 3 4EAVY TE'1 TRAFFIC) FLP GLtNr"3ETE DEPTH - 7 C HIGHER TH.4Rd `i "y.�-�--^-" "- - EO,E S;F Pr- EVENT \ !f" NHEN CURB RAWS ARE USED IN CO€ "UNCTION 44TH A SHARED LISE' RATH. AT nX� , -*E A„ TOP or C;'vPa THE aNNIMUt! WIDTH HALL 13E THE WIDTH OF THE SHARED' USE PATH. ,,. Wf-U� ONLY ^4E CI Ru VNAMP IS PROYDE0 FOP TWO CROS Jif S IXG NAL;-.. TYPE C A A I x 41LA'N!q AREA HAIZL SE polETO VPNEV.WHEL-da & PERPENDICULAR MTil TE CAO WINO INTO THE TIRAVELWAY, THIS ;;'w k LNIS IG: AREA MAY INCLUDE THE GUTTER F+bJ. .PARALLEL TRU .'104E H RA-, INTERSECT A R401 L sECTIDN TIF 12. ALL u SE'S WHERE ,uRM; ta; fi0 AT Et TPANQES 1k STIKfNEET TI AIS THE'LETEuJQLE WARM1,4V SURFACE SHALL HAVE A FACT R, N!'<,""', -P, � FIELD JIFIED AS IZE ffJk{E!}DE� 53Y. THE 4htlt IFAJT.R�E� TU _NASO art" t ✓ PCi =h ?t .i":z`;TL`H- CW?H. ? R', .9 J er f `J THE B,(;K: OF -'� tiT71PIt, R:t�:fl=• f LR - 44+' ET ca UC Uti v R t' J 4_ o 0 f7 rraU JCtC aJ;' a.0 .. - `n -.: ,"� - 0 0 0 0 .o a 61 fl C` 7 '3 h C' C - •_ i1 61-t :DF BASE DIAMETER ;AT Fsv.:c OF -CURD 'ARIAKE F;&L WILITH OF RAMP FL.XJ',' SEE NOTE €2. _�. Bog „IhuE. T{ PAY Lh9Ta pETECT,BLE WARN] i TRUNCATED. DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL pETNL . ...SPFC[F14:AHCP% bb7 CG -12 DETECTABLE WARNING SURFACE hEFEHE ^E ROAD:M0 IzF.IL-uE STR=4:v;+R,;S. (GENERAL NOTES) ''URC MA ,EAffWE€#-F OF TRANSPORTATION -.. s `C^2 .SHEET I'r F a NEtIi514N DATE D7Jk5 . LLJ Z � J LLJ EAS C) LLI OM4-1 is shown as a red diamond D Oshape with nine red retro -reflectors ASPHALT 1'-0„ 0 0 mounted symmetrically in three PAVEMENT o diagonal rows on the marker. " < CQ 'a DO �•� i � II a 'Y A •. i z � F� t ev •v- 1 �* 1 f - v OM4 1 � FLUSH CONCRETE 0RIBBON CURB O z v7 7 END OF ROADWAY MARKER SP12 w RIBBON CURB DETAIL SP12 W LU m NOTE: CONTRACTOR TO INSTALL RIBBON CURBi an ` S E CONCURRENTLY WITH DRIVEWAY iETEI�rv; CONSTRUCTION TO PROTECT RIBBON CURB FROM BEING DISTURBED DURING FI ALL 6 TAIL CONSTRUCTION. G 12 DE C 5 �^ TYPICAL METER BOX SP12 NOT TO SCALE CD SP12 NOT TO SCALE k F'OR'(3'*Yrtx$ V u'c_.ey JfAM'#. CORIST. E%F.4I'�-d ti-Ja di 'o p'U .J fi3tAAdE Fe OVA UAIIK OF StCY W,1iX JCaNT'-, SFTiS .: •a�GU3FER H .. SEE srxaIVARD IC-&, f`� - - BARS t ARS Fj° saws s:HARDWARE w — SEE non a I0 E 1# I€�.�,�,a AR b I1AR A. ..._.. I : €3 €("""'E D FATE 6F..vt3RE.^• NOT„ t,LfTiE?a s .GFI 'OGNTRCx, JDINT ..... .... .. R.iCiS..C'w wT9?Lii, .NOWT.... t f--;i(I00 PSI CONG. BASE'>'�• PLAN SECTION A -A ,,.r` .... .Mat. DEiNCH SLOPED Tf FLQ'W 1. MAX, � �� F f E'tE(8 CONST. J(Rn9T CHANNEL 1/4" WI a ut LE: IArx..2o° 'fERY'S Arr_2 .` — — — "H- ffi a G a>. i"i ..--�^^'.�.. "`; n• 399 11 �w B fi F e*s E . :a �f _ 3A2$ 't l ' u D RETE VAR$ 0 _ _'--( 4 w WEEP ?NILE FRONT ELEVATION a a � ] q� (COTTER REMOViDp ry 5 a•.. BARS F ?� r (H ,F,t° RENT w aT •� _ SECTION 8a� YYPE A NOSE DETA'L SHALL BE USED WITH �CG 3 @.CC -7 STAPd©ARL!S. ",. ,:, . l� `^..__�2°la �t2�1'"X°%i' 6 4. a SCI �7 lr y GALVhN'?.1'T. a. a d I,101TE: TYPE NOSE DE1,4L $HA1_L 6E USED WITH CG � & LC�:s 5TAtJDh :DS. TYPE �A. a TYPE B t11/ X 4" STUD STCAR CD`3#ECTGR WELDED � 'dl a. . FLEXIBLE r'*'IOE TION,— � GALUAta2ED PS.ATE, FOP' VPE A. TO BE SENT ON Al ANGLE OF 63"30° r� NK;LE%k AT 2`C -.C. �4 ASPHALT � W ITH STAINLE..:t STEEL ALL CMI NECTIONS TO r(WrIECTM IS TO De„ ATYCHORE0 WITH s/z" x 4- 5T€a„ !�HrAft MOUSE DETAILS EXISTING MANHOLES H='<LL � ..Anvv+E f 4.. d - � � 7' WELDER TO BZNT PLATE: AT �'CxC. n �� W Li E IEA IC: A FLEXIBLE T9I.�a.�AI.3tU .waxco �s e Eorr `ACICINNEL'T110N 800T 611 Q 6 i`;ETRLLE> ��w w dI _ _ DOM. PROJECT No: 01 9 I ....,.� F(,CiW 1 Lq� "�'� GRANULAR SOIL F 1 1 i DETAIL WHEN USED — — — INDEX TITLE: T Y ; i A"L ,N � H TOLE € L A `':, FOTO V GRACE .ADJACENT TO CURB COMPACTED TO 95% _, THs OEs O a� Exm��T>��; wi7H01IT GLITTER MODIFIED PROCTOR m;HQ¢V1N1r1 I3`RY � C'H TIE LI` STANDARD qq�yy(^� ��^ss! ' ((��y j �{�^g�a�yy pp.�� y SPECFKATION iVT;,i ROM.:AT,I 0TS€GGE STAkIibM1RDS STY"SEsii.A+ASi(,A 1..Ui''"C3 'D1'iLt` INLET REfEREhICE '. SHEET 9 - BIn 4=1� DATE 12" - 30" PIPE= MAXIMUM DEPTH (1) . 8' - ��� � MODERATE TRAFFIC ICONDITI(�N FI —1- Gs.t S GBJTq S7__ 12 VIW*A MPARTMMY GF 7R*sP,*TAT*m 5&Z SHEET NO: 12 of 14 MANHOLE WITH BRANCH TIE-IN DETAIL, t0 DI -3 DETAIL 11 DURASLOT SURFACE DRAIN DETAIL SP12 SP12 NOT TO SCALE SP12 NOT TO SCALE NOT TO SCALE DATE: 05/08/17 MAIN LINE -'0C� F1 r , N TI rNJ �,Ah TEV'd ,�, L R K r F �. N 0, TI ( IN ,l,,,4 EIS I aI IT'IAL 1AC`01LL BED IWp 8ST,E. T . LE SOIL 41 SCRAPE: THE BOTTOM OF THE T EN`.;H. REM110VE, ALL STONE'S TC IN -5- U E THE P1"PE IEWE.S T ; EST ON ROCK A,`x1 ,I THEN, %$x> �T THE 5,C)IL �{ ::PROVIDE,� ,s E1��.�13:G �F a T,,-,I,,E, Fes; ,, € 1L I t DE ;T IT I � N N(TE . ', I0, DCKS SH, LL E ,ALLOWEED, ��'ITHI i1 24; DF THE ,,A TER LINES _T �_,31C.K�. LAR E1 -k IN �,�'i` �I�� Ei_�S101�i SHALL �c ALLOW ED ABOVE THE INITIAL 9ACKFILL. ; .THE II I n Ak, L SAitCKFILL SHALL BE PL A ED * I CONIP ACTE[) I.N Ei" LIFT. k . ®51 Ink;I F 14 0'_Y: EFNI N11 TE IAL Cly i Ee IS SHALL E ALL��i�1��FI�,� 11,4 THE VEN 1 H, . 8ELL HOLE' _:'3HALL E D �� r l..� .�T INALL ' a� SE=` ,. U s TI LE [R E� WATER. P1 E [N:STALL. TALL. T[GN & BE D E`IN.G. F10. W &tl ONCRETE TLIRUST BLOCK DETAIL OT TO SCALE 4) I£,3rr41i) SIA Hous ` my'DMI rIQLT? LE.f;urT,rr, ?I: a P6EwE E i LF 1; .. g a LE ;fir q f 6't� Lle` g s V, S if L j r L 1'�.'" ,` MrratYr 3;alh €SSS }r C �.rr] clik cA - t I _ �3 . 4° dr�r _, �I as arra rrt F � > if 7 p4r. rr4 1. x: . n... c r. .� Ne� .._fi.> . T 2115 k rx e I 5.s'` 43 m m1 ~ ,b. DY ',RWO ORNUN =PE Itri°a?IM°> TI #d C'ECTION NOT TO SCALE PLUG END OF .,FRVIC.F I ATFRAL i )UT VYE rLKIN SANITARY SEWER SERVICE LATERAL DETAIL SP13 NOT TO SCALE IEE ' J ff z4, vL ,SU—E : p. TY°r"E �i r cr p X51*NII LE SEPVICE t) _AVZUL 14ALL REFD' r P`41 PIPE, 11 ;'A amn to �— �CU��E: 1°.Y' � 3 � t�24�LE 1==f "�^zill'LiNta CR, A7,'P,` DF IoE: * Em 6L a i INITIAL BAGKFILL AE7 EIil1AL EFNICE Of 0=,UAL *EI EWflaL :*49 IRRILki$ili.},N3 SEACEZ, �.t REMr"-,,Ili t� RA4�'1�=FIL'L 'S A N4, ei fi I T ��I��T�It4 ";ROC,: ��IATE I L . _. MIS#,I%. _ I] : ST�.,E 1 .1�F1LL t 6 I'�TIA.L <, i, Ni, al. ,, E i, E . t =E1 T �, 4' MALL PF L x >UFV40, OR ^rye_ °�.r�p`ij �• :FILL AS ''1, - I ECHAMCAL TAMPER IIIIII#I� F QY A GSA NO, 3- ; 'S.7GR41E — €—EiEs"lm rr an .. axe +..:....�..•��.'-ID'a yk 13 FC,IJItiaDAT1 1 k SH> RE. o at;<:1� , N(TE . ', I0, DCKS SH, LL E ,ALLOWEED, ��'ITHI i1 24; DF THE ,,A TER LINES _T �_,31C.K�. LAR E1 -k IN �,�'i` �I�� Ei_�S101�i SHALL �c ALLOW ED ABOVE THE INITIAL 9ACKFILL. ; .THE II I n Ak, L SAitCKFILL SHALL BE PL A ED * I CONIP ACTE[) I.N Ei" LIFT. k . ®51 Ink;I F 14 0'_Y: EFNI N11 TE IAL Cly i Ee IS SHALL E ALL��i�1��FI�,� 11,4 THE VEN 1 H, . 8ELL HOLE' _:'3HALL E D �� r l..� .�T INALL ' a� SE=` ,. U s TI LE [R E� WATER. P1 E [N:STALL. TALL. T[GN & BE D E`IN.G. F10. W &tl ONCRETE TLIRUST BLOCK DETAIL OT TO SCALE 4) I£,3rr41i) SIA Hous ` my'DMI rIQLT? LE.f;urT,rr, ?I: a P6EwE E i LF 1; .. g a LE ;fir q f 6't� Lle` g s V, S if L j r L 1'�.'" ,` MrratYr 3;alh €SSS }r C �.rr] clik cA - t I _ �3 . 4° dr�r _, �I as arra rrt F � > if 7 p4r. rr4 1. x: . n... c r. .� Ne� .._fi.> . T 2115 k rx e I 5.s'` 43 m m1 ~ ,b. DY ',RWO ORNUN =PE Itri°a?IM°> TI #d C'ECTION NOT TO SCALE PLUG END OF .,FRVIC.F I ATFRAL i )UT VYE rLKIN SANITARY SEWER SERVICE LATERAL DETAIL SP13 NOT TO SCALE IEE ' J ff z4, vL ,SU—E : p. TY°r"E �i r cr p X51*NII LE SEPVICE t) _AVZUL 14ALL REFD' r P`41 PIPE, 11 ;'A amn to �— �CU��E: 1°.Y' � 3 � t�24�LE 1==f "�^zill'LiNta CR, A7,'P,` DF IoE: * Em 6L tdE`:UU,24TIAL EES I E WERE ,d� 16t42F£X71? wum 15� N T Rosv"rjE":. T Pk. 3 L SEI-~ I:, E L4, TEFlAL IN TALLATI$.-I 9 tA3 Tex NOT TO SCALE { -- E IR 4 4 DI:A�ETER R�AP G.H. AND t _.. L E T� n P'LU VARIES Iy`1E �t t [12.0 WATER MAIN �--R,E 1"THAI NEF. . )DIN'T FITTI: I T w () —LINE T=E 13 VARIES RIES THREADE COUPLING PV NIPPLE ANl. CAP PVCLEEV1=. or fs#II I LE AC'al:? D M. t Ar' Lel7R[a ATE ALL THL EA[N TH STL KX�' ,, , p— ,4ETER Cc)X (EE FIEF_ — 7), .VA,LVE 57 STONE FIT. N 4 t - w g O, DFS, T.� DRAIN IF =- r FADE ALLF`�NE g C y - y� � SIE pIE 0 TiWATER V�AR,4 AN `�E�sE1� T ,� ARE S*A E EIDE LUG DEAD E1� ) TYPE A BLOW�01FF ASS. EM -B L.Y. NTS, RC W-8 TYPICAL BLOB OFF ASSEMBLY NOT TO SCALE PLACEGAL°��APU?:'`ED „ ,ATFNES P01 T STH is AiP TEL U f L REI,�0TE r E�;'F #`1 QI RE.: TEI. NI;�RKE Li» r, kT1trt1 A;A E SUBJECT TO HI"'H ,i, 1 E'A.RPJENT A., PRi�'���,L; Ei(1 SHE i` GRA:�._E —4 I� y INN i 11 f—•A`X)JSTABLE VALVE { . Vdy;` LlF Ll --i' V,,., LATE. L'S'E r WArEI — LI E F 41` it e" r- wP_<NL TE r ,-EA Aq THR" ST 81-0 E_ :j f NOTE REMOTE AREAS LE t1EH,LL EXTEN� II151X,1ET IHE A,t`JE €,.AGIE: TYPIC, rA,L GATE r VALVE t«T 3 TYPICAL GATE VALVE S�NOTO SCALE " Fa;2 L iE 0,,N ATf �CtIEr€ 5I1NGLE FAIALY Vr AE7 EIil1AL EFNICE Of 0=,UAL *EI EWflaL :*49 IRRILki$ili.},N3 SEACEZ, �.t REMr"-,,Ili t� RA4�'1�=FIL'L 'S A N4, ei fi I T ��I��T�It4 ";ROC,: ��IATE I L LA,i� ER THAN I`°` AI 1 .1�F1LL t 6 I'�TIA.L <, i, Ni, al. ,, E i, E . t =E1 T �, 4' MALL PF L x >UFV40, OR RRI,4 LINE tdE`:UU,24TIAL EES I E WERE ,d� 16t42F£X71? wum 15� N T Rosv"rjE":. T Pk. 3 L SEI-~ I:, E L4, TEFlAL IN TALLATI$.-I 9 tA3 Tex NOT TO SCALE { -- E IR 4 4 DI:A�ETER R�AP G.H. AND t _.. L E T� n P'LU VARIES Iy`1E �t t [12.0 WATER MAIN �--R,E 1"THAI NEF. . )DIN'T FITTI: I T w () —LINE T=E 13 VARIES RIES THREADE COUPLING PV NIPPLE ANl. CAP PVCLEEV1=. or fs#II I LE AC'al:? D M. t Ar' Lel7R[a ATE ALL THL EA[N TH STL KX�' ,, , p— ,4ETER Cc)X (EE FIEF_ — 7), .VA,LVE 57 STONE FIT. N 4 t - w g O, DFS, T.� DRAIN IF =- r FADE ALLF`�NE g C y - y� � SIE pIE 0 TiWATER V�AR,4 AN `�E�sE1� T ,� ARE S*A E EIDE LUG DEAD E1� ) TYPE A BLOW�01FF ASS. EM -B L.Y. NTS, RC W-8 TYPICAL BLOB OFF ASSEMBLY NOT TO SCALE PLACEGAL°��APU?:'`ED „ ,ATFNES P01 T STH is AiP TEL U f L REI,�0TE r E�;'F #`1 QI RE.: TEI. NI;�RKE Li» r, kT1trt1 A;A E SUBJECT TO HI"'H ,i, 1 E'A.RPJENT A., PRi�'���,L; Ei(1 SHE i` GRA:�._E —4 I� y INN i 11 f—•A`X)JSTABLE VALVE { . Vdy;` LlF Ll --i' V,,., LATE. L'S'E r WArEI — LI E F 41` it e" r- wP_<NL TE r ,-EA Aq THR" ST 81-0 E_ :j f NOTE REMOTE AREAS LE t1EH,LL EXTEN� II151X,1ET IHE A,t`JE €,.AGIE: TYPIC, rA,L GATE r VALVE t«T 3 TYPICAL GATE VALVE S�NOTO SCALE " ■ENNEN Vr �.t REMr"-,,Ili t� RA4�'1�=FIL'L 'S A • fi I T ��I��T�It4 ";ROC,: ��IATE I L LA,i� ER THAN I`°` AI 1 .1�F1LL t 6 I'�TIA.L <, i, Ni, 5` LII= T ,, E i, E . t =E1 T U THOROUGHLY �: OM RA TEED RRI,4 LINE ; aF P1&E - I ECHAMCAL TAMPER IIIIII#I� UNCH Ir NO, 3- ; 'S.7GR41E — €—EiEs"lm rr an .. axe +..:....�..•��.'-ID'a yk 13 FC,IJItiaDAT1 1 k SH> RE. ,LL RE01-11RED NHEN SOIL f r ONOI TIGN1 ARE 'SNI5fT JBLE � A LL T_ �7 1; �;: P10 -JE , L 0 PE�,' ,E ,A (';kJ If, PA,REA VdTHIN, EMS11l is vr_'0T }'4I`'TH7—)F—YvAySSHALL BE PAC K F 1LLELI, ENTIRELY ELS' A%jrH f O.2tAS : E. DUCTILE II O? ISE THE I -OTT 0'VI OF THE TRENCH SHALL"BE (� �, E[k r<.tkD n[.'r9,PA'TIED, AI'-jr) r ALL ST.w.�.EG RE.AOVE�' OR A, 4 iEI Dl,JG OF l4 _} STONE SH A LL I3F ,•'R0 VIDED - . HE E .f I EIS€ ! TE E I E H,»LL BE I -1 T'LLE 4 r Ib INI+�a Yl TY' I IBJ ; LE'%NIR' I fid= E INQTA .LL ATIj N Jr TRENT N N TSS 8 � SANITARY NOT TO SCASEWER INSTALLATION DETAIL SP13 LE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING ')8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER—CUT CONDITION 4'IMIN INITIAL BACKFILL 4'1 MIN UNSTABLE 8" 8" g" g" `jQIL MIN. MIN. MIN MIN #68 STONE 0 0 ==� � GRANULAR FILL AS APPROVED BY ACSA v� �AE SOIL OR ROCKS L STABLE SOIL OR ROC NOTE : 1 . NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE (__4 INSTALLATION & BEDDING SP13 NOT TO SCALE E 0 �4C� es No. 33028 �0 05/08/17 y 7 �� f ON Y�T 1. A L .� ITE HYDRANT MST E EOWIr' ED 161TH CHAXRLtlTTES= W1LLE THE�� E L �}-fICH i, .eN THE LES , N .�, TH OF B'RAN.,H VkRIES ra — x j---"--- T; iL E ? [ F P,A ems, 0 ATE 2,N4IN: N TEE r 4 BLS` ¢ K AI AI S7 U�•3��Ir„,T4�s�i�ED STALE IL' STEEL PILE --- o ESTI 1# E !,W1 NT FITT fI= YWHER THE F,0IL 15 0 ISTJR5E WHEN. A H0JR T11,” 1 (4TE P4 A: FILL, IN ABDITIOtl TO LI 111,3 s CAICREfE, u.7EEL PILE "SHALL E USED, AS A]DOITUNIAL SUFal, 0RIT J' SITE . 3 Y ,f° t . 11 rEE[ H LE 'WITH A�'EL. A� KEEP FREE 0 ,_ P c -rE. . I'�a�4:lis�TM A. 1/2t' � I i [ �, ;`CNE ' F =�: THE M 12 TO "THE FIFE HYD A 'IT INCLUI **1TCHE8 . 3_ FIS I HEO 'GRAL)E SHALL 'LL PE;AWAY FRMQ THE FEZE HYr`R NT AND VALVE aQX , THE GATE V LSE `IS ALLOWEDlu., SHOULDER. 0R.BEHIND THE 0111-;H IT IS NOT ALLGWEbIri. THE DITCH., LLrHE E E- FIVRE HOURANTdNT H.01 ES APE ABOVE -THE RREVAIIILIN03 GROUNOVIVATER ELEVAmINr IF RE 44 REQ- TO j�E IN WET ASE 5,, THESEEP HOLE SHALL ?�E RLtjCA71 THE HY RAT SHALL E rIIU IED DR`s. T'I PI 13AL FIRE HY l ' T l., SEMF�LY DETA, IL FIS::: �-4 NOT TO r T Lu ■ENNEN Vr �.t • t U IIIIII#I� ITE HYDRANT MST E EOWIr' ED 161TH CHAXRLtlTTES= W1LLE THE�� E L �}-fICH i, .eN THE LES , N .�, TH OF B'RAN.,H VkRIES ra — x j---"--- T; iL E ? [ F P,A ems, 0 ATE 2,N4IN: N TEE r 4 BLS` ¢ K AI AI S7 U�•3��Ir„,T4�s�i�ED STALE IL' STEEL PILE --- o ESTI 1# E !,W1 NT FITT fI= YWHER THE F,0IL 15 0 ISTJR5E WHEN. A H0JR T11,” 1 (4TE P4 A: FILL, IN ABDITIOtl TO LI 111,3 s CAICREfE, u.7EEL PILE "SHALL E USED, AS A]DOITUNIAL SUFal, 0RIT J' SITE . 3 Y ,f° t . 11 rEE[ H LE 'WITH A�'EL. A� KEEP FREE 0 ,_ P c -rE. . I'�a�4:lis�TM A. 1/2t' � I i [ �, ;`CNE ' F =�: THE M 12 TO "THE FIFE HYD A 'IT INCLUI **1TCHE8 . 3_ FIS I HEO 'GRAL)E SHALL 'LL PE;AWAY FRMQ THE FEZE HYr`R NT AND VALVE aQX , THE GATE V LSE `IS ALLOWEDlu., SHOULDER. 0R.BEHIND THE 0111-;H IT IS NOT ALLGWEbIri. THE DITCH., LLrHE E E- FIVRE HOURANTdNT H.01 ES APE ABOVE -THE RREVAIIILIN03 GROUNOVIVATER ELEVAmINr IF RE 44 REQ- TO j�E IN WET ASE 5,, THESEEP HOLE SHALL ?�E RLtjCA71 THE HY RAT SHALL E rIIU IED DR`s. T'I PI 13AL FIRE HY l ' T l., SEMF�LY DETA, IL FIS::: �-4 NOT TO r T Lu ■ENNEN • t IIIIII#I� 1 •It i 11 -a • DOM. PROJECT II I3 .. >I Sr 1 0I 'i SHEET • ull, W.111� NLS LIG11TING CALIFORNIA SITE + ARCHiTECTURAL LIGHTING The beautiful and simple California Series LED Pedestrian Luminaires depict not only the California lifestyle, but the architecture of California as well. This ornamental piece is a delightful sight to see and a great model to illuminate any urban, rural, retail, or park, or campus setting. The different caps and shades depict different California styles and a touch of California's historic Spanish mission era. The California Series is the perfect selection to combine both design and efficiency in light performance. Designed, tooled, manufactured and assembled in the USA. soon STAR POWER- OPTICAL SYSTEM is The Star Powerm reflector an VARP-O,W6-excellent system which provides great OPTICAL value and performance. LED WATTAGE CHART, 350 mulfarnps 18w 33ry 51W Erw 85. 00 maltarnps 28W rAw 80w 102w 12ew 7aD m!Lllam a 36W 71,V J04� B8w II T_ _L3A�,_.: SIZE I SIM 2 Project Name: Type: Cat 41 Top shade LightDist. Noft-EDS I-Ailliamps Kelvin Volls Mount Color options Californi Top l Shade I i Type2 16 (16L) ^50 i 3000K j 120-277 ArM Mount Bronze House Side Shield 1e;,D—Ctd' (TPI 02) (35) (30K) (UNV) (AM) (BRZ) (HSS) eAL-s32 (32L) Shad -2 e f T pe 3 pp white Sao 4000K 347-420 (WHT) (TP2) (S2) (YT3) A 48 (48L) (51t) (40K) �HV) : CS6forwa 1 3 d 3 . .. -l- : Top 2 Shade 25- (TP3) Typ 4 1 64(64,L) - C-'. : Marine Grade Finish " Silver (MOF) ?00 55ODY, •Poi Arm (SVR) (T4) (7) (56K) Phe Po evil IUL hl� Shade 4 0 84tL (SQ Type 5 Hunter Gee" 6ai f'orn, i'a 2 30' Diarietar Shade 6 (M Alln (AA) (HGN) FSP -211 with Motion SOW (CAL -2) (s P Black -F., P.P1, ,;Shade (131,K) (FGF -20) 'For 9. to 20. (Shade 6 only) 5 Graphite (FSP -40) -For VW46' 'ShadeS7),e (CPR) ? surgi 10KProtector ) Acrylic, fitngs Custorn NA\1 11 C) soon INDEX TITLE: ��Ft4 SHEET NO: 14 of 14