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HomeMy WebLinkAboutSDP201300047 Plan - Approved 2014-03-25FINAL SITE DEVELOPMENT PLAN FOR its Lei 61ma A PORTION OF TM 32, PARCEL 41 L RIO DISTRICTL EM RLE COUNTY, VIRGINIA 9 ZM 2001.00020 PMP 328—A Tribal Properties, LLC Zone: MMD Use: Vacant TMP 328-01-101A Tribal Propertfea. LLC Zona: NMD Use: Residential TMP 32-402 Edlich Drive Realty, LLC Zona: Lf TMP 32-41Y Posi Office Land Trust Zone: PD—MC Use: Resideniial Date and Time of Test 9/16/2013 10:50:00 AM Location holly mead town center Static Pressure (psi) Hydrant Flow Date of Report L_-9(16/2013; Residual Pressure (psi) Test Report the apaeoepl�aCJunoltesvYe, vA 729„ N�r)ar7�131, 301 Pressure Hydrant 12121; Flow Hydrant #1 1— 1212 Flow Hydrant #2 12344 Flow Hydrant #3 121201 Date and Time of Test 9/16/2013 10:50:00 AM Location holly mead town center Static Pressure (psi) 86 Residual Pressure (psi) 38 Pitot Pressure #1 (psi) 301 Pitot Pressure #2 (psi) j 51 Pitot Pressure #3 (psi) 44 Minutes of Flow 5' Test Flow #1 (gpm) 765 Test Flow #2 (gpm) 998 Test Flow #3 (gpm) 927 Total Estimated Flow (gpm) ; 2,690 Estimated Consumption (gal) l — 13,450, AWWA Q20 Calculation (gpm) , 3,194(Valueof7eroindicates insufficient pressuredrop for calculation) Comments: For method of calculating pitut flow with a diffuser; see eq. 13, Walski and Lutes article 1990 Journal Management and Operations AW WA Signature of Tester: (All tests conducted using 2.5 discharge outlet unless otherwise specified) SPI Cover Sheet SP2 Notes, Abbreviations, & Legend SP3 Existing Conditions SP4 Subdivision Exhibit SP5 Site Plan SP5A Utility Plan SP6 Landscape Plan SP7 Utility Profiles SP8 Road Profiles SP9 Storm Sewer Drainage Areas SP10 Storm Sewer Calculations / Details r' SPI I Details SP 12 Waterline Details SP13 Lighting Plan CURRIMIT DEVELOPMENT PLANNER A-.121 MA A. AOWLS] ARCHITECTURAL REVIEW BOARD - ILDING OFFIC Fly er -r-5C.vE 3OZ5eI4 :s/&//(/ s12�1�y 1 1 k 31,,/re/ 0 Ll?�-111V 0. '�- �// ///7'71 t7,101 MIC F. MYERS 9 L' . No. 33028 • �o� �.�� � y w sstONAL > - n ✓ o L a7 U z or 5�U ww o' A U � C m OC E' 0 W o;;thm . c 0 E • _ N h .� U E c 0 W : .. 0 M '�- �// ///7'71 t7,101 MIC F. MYERS 9 L' . No. 33028 • �o� �.�� � y w sstONAL DOM. PROJECT NO:13.001 INDEX TITLE: spi SHEET NO: 1 OF 14 DATE: 08/13/13 z:�n"7-fIX e*-)e1r) Id -/ z or 5�U ww o' A U m OC A 0 V] A J Q U O z O M co U 0 0 U � A w CA U U W U DOM. PROJECT NO:13.001 INDEX TITLE: spi SHEET NO: 1 OF 14 DATE: 08/13/13 z:�n"7-fIX e*-)e1r) Id -/ z or 5�U ww o' A U m OC 0 DOM. PROJECT NO:13.001 INDEX TITLE: spi SHEET NO: 1 OF 14 DATE: 08/13/13 z:�n"7-fIX e*-)e1r) Id -/ V] A J Q U z O co U O U 0 U � A CA U U LLI Q Z W J U— ..vii Z s -y CQ M V I� O U (--./ o F--r--I E --I w W O W�� O 2 U) DOM. PROJECT NO:13.001 INDEX TITLE: spi SHEET NO: 1 OF 14 DATE: 08/13/13 z:�n"7-fIX e*-)e1r) Id -/ SITE DATA & GENERAL NOTES ABBREVIATIONS LEGEND O U? w zo A SITE DATA OWNER GENERAL CONSTRUCTION NOTES: 1. Prior to any construction within any existing public right-of-way, including connection to GENERAL EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION any existing road, a permit shall be obtained from the Virginia Department of U POST OFFICE LAND TRUST; CHARLES WM HURT & SHIRLEY L FISHER, TRUSTEES Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of ABAN ABANDON(ED) MAX MAXIMUM O � Z n PO BOX 8147 the permit. Where any discrepancies occur the requirements of the permit shall govern. PROPERTY LINE x 165 TC x 125 TC TOP OF CURB ELEVATION CHARLOTTESVILLE, VA 22906 2. All materials and construction methods shall conform to current specifications and ADJ ADJUST MIN MINIMUM W [-I standards of VDOT unless otherwise noted. _ ADJACENT PROPERTY UNE x 165BC x 125 BC BOTTOM OF CURB ELEVATION DEVELOPER: 3. Erosion and siltation control measures shall be provided in accordance with the approved AHD AHEAD MON MONUMENT CONCRETE W E-1 E POST OFFICE LAND TRUST, CHARLES WM HURT & SHIRLEY L FISHER, TRUSTEES erosion control plan and shall be installed prior to any clearing, grading or other construction. --- ---- --- ---- --- - - - - - VACATED PROPERTY LINE x 1 E3g FL x 125 FL FLOW LINE ELEVATION PO BOX 8147 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. APRX APPROXIMATE NIC NOT IN CONTRACT O CHARLOTTESVILLE, VA 22906 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, J - - - - EASEMENT x 16r, EOP x 125 EOP EDGE OF PAVEMENT ELEVATION lesser slopes of 3:1 or better are to be achieved. BC BACK OF CURB NTS NOT TO SCALE 07 LEGAL REFERENCE & SOURCE OF TIRE: DB 4020-569 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the BUILDING SETBACK x 165 x 125 SPOT ELEVATION County Engineer, or designee, it is deemed necessary in order to stabilize a drainage BFE BASEMENT FLOOR ELEVATION OC ON CENTER MAGISTERIAL DISTRICT: RIO channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic BIT BITUMINOUS OH OVERHEAD -��-- u BUILD TO LINE x 1635 TW x 125 TW TOP OF WALL ELEVATION Control Devices. SOURCE OF BOUNDARY SURVEY: DOMINION ENGINEERING 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III• BK BACK PE POLYETHYLENE ZONING LINE x 16"BW x 125 BW BOTTOM OF WALL ELEVATION 9. All excavation for underground pipe installation must comply with OSHA Standards for SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING the Construction Industry (29 CFR Part 1926). BENCHMARK * a12 L TEST LOCATION/BORING 10. All retaining walls are subject to separate permit approval. BM PERF PERFORATEDLIMIT PIT LOCATION OF DISTURBANCE THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO UE IN ZONE X GENERAL CONSTRUCTION NOTES FOR STREETS: BS BOTTOM OF SLOPE PROP PROPOSED 0 BENCHMARK AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO140D DATED FEBRUARY 4, 2005 1. Prior to any construction within any existing public right-of-way, including connection to FLOODPLAIN LIMIT THIS PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED. any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements CB CATCH BASIN PRVD PROVIDED IRON FOUND BENCHMARK(S): TOP OF EXISTING DROP INLET "ST -3" ON NORTHWEST CORNER OF SITE = 586.07 * of the permit. Where any discrepancies occur the requirements of the permit shall CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY -- ez RMA BZ BUFFER ZONE *DATUM: NAVD 1988 govern 2. Construction inspection of all proposed roads within the development will be made by the "` RMA RMA - RESOURCE MANAGEMENT AREA - UD UD UNDERDRAIN County. The contractor must notify the Department of Engineering 296-5861 48 hours Y fY eP 9 9 ( ) CENTER LINE RCP REINFORCED CONCRETE PIPE RPA RPA WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and CL CHAIN LINK REM REMOVE ----- RPA - RESOURCE PROTECTION AREA DRAINAGE LINE SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY standards of VDOT. All excavation for underground pipe installation must comply with R0 ROOF DRAIN OSHA Standards for the Construction Industry (29 CFR Part 1926). CMP CORRUGATED METAL PIPE REQD REQUIRED - - - - - EDGE OF GRAVEL THIS PROPERTY IS ZONED: PD -MC 4. Erosion and siltation control measures shall be provided in accordance with the approved THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2001-00020 erosion control plan and must be installed prior to any clearing, grading or other construction. CONC CONCRETE RET RETAIN - ---- - EDGE OF PAVEMENT 8"s - SEWER UNE 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor GROSS RESIDENTIAL DES NSITY: 15.57 UNIT ACRE AREA USED TO COMPUTE DENSITY INCLUDES ONLY THE BLOCK C4 SITE AREA. / ( ) shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results CY CUBIC YARDS RT RIGHT CG -2 CG -2 -- - TD TRENCH DRAIN shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not R/W RIGHT OF WAY =___--__--°_-•• = STANDARD 6" CURB - - W PROPOSED ADT: 203 VPD (PROJECTED) obtainable, a revised pavement design shall be made by the design engineer and C/C CENTER TO CENTER CG -3 CG -3 w WATER UNE 29 SFA UNITS X 7 VPD/UNIT submitted with the test results for approval. -- STANDARD 4" CURB 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum C&G CURB AND GUTTER R&D REMOVE AND DISPOSE CG -6 CG -6 ---,V FP --- -4"FP FIRE PROTECTION UNE allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of - COMBINATION 6" CURB & GUTTER CURRENT USE: VACANT 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or DIA DIAMETER R&R REMOVE & RESET---z"Dr+ CG -7 CG -7 z"Dw- WATER SERVICE UNE PROPOSED USE: TOWNHOMES (29 UNITS) within easements prior to acceptance by VDOT. All drainage outfall easements are to be EL ELEVATION SD SIGHT DISTANCE COMBINATION 4" CURB & GUTTER extended to a boundary line or a natural watercourse. The contractor shall field verify the --- c --- G - GAS UNE MAXIMUM BUILDING HEIGHT, 35' length of all storm drainage pipe. ELEV ELEVATION SQ SQUARE '/ FIRE LANE STRIPING 8. Guardrail locations are approximate. Exact length, location and appropriate end -- criror -- 0Hw OVERHEAD ELECTRIC WIRE BUILD -TO -LINE: 0'-20' FROM EDGE OF SIDEWALK PER COD TABLE B treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of ES END SECTION STA STATION Engineering, or the Director=s designee, it is deemed necessary. When guardrail is IBE ,BE BUILDING ENTRANCE -LICE uGE UNDERGROUND ELECTRIC SUBDIVISION SUMMARY: required, it shall be installed four (4) feet offset from the edge of pavement to the face of EW END WALL SW SIDEWALK guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 4 L ,LD LOADING DOCK GHT - - DHT OVERHEAD TELEPHONE UNE BLOCK C4 SUBDIVISION 78,106 SF (1.794 ACRES) Albemarle County Engineering & Public Works Policies July 1998; Revised 30 January 2003 EX EXISTING SWEL SOLID WHITE EDGE LINE 9. Where urban cross sections are installed, all residential driveway entrances shall conform o BOLLARD ----- UCT -•-• UGT UNDERGROUND TELEPHONE LINE MEETING ST. R/W DEDICATION 2,241 SF (0.051 ACRE) to VDOT CG-9(A,B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform EXIST EXISTING SWLL SOLID WHITE LANE LINE • to VDOT standard PE -1. FDN FOUNDATION TBA TO BE ABANDONED RD ❑D DUMPSTER PAD -CAT -GMTV - CABLE TV TiMBERWOOD BLVD. R/W DEDICATION 3,660 SF (0.084 ACRE) 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VOOT, the Director of Engineering, or the Director=s designee, it is deemed necessary. FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED -� - SIGN RESIDUE OF TMP 32-41L 166,025 SF. (3.812 ACRES) 12. A minimum dear zone of ten (10) feet from the edge of pavement shall be maintained on DRAIN INLET TMP 32-41L 250,034 SF (5.74 ACRES) all residential subdivision streets. Additional dear zone may be required depending on GTD GRADE TO DRAIN TC TOP OF CURB-. r0 DRAIN MANHOLE the category of road design. STEEL GUARDRAIL 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as IFIRON FOUND TS TOP OF SLOPE LAND SCHEDULE: PRE -DEVELOPMENT (SF) % POST -DEVELOPMENT (SF) % shown on the typical pavement section detail, shall be strictly adhered to. The cross slope n --- n WOOD GUARDRAIL C C PLUG OR STUB 0 50,857 SF 60.5 shall be maintained as shown on the plans. Exceptions will not be allowed. iS IRON SET TYP TYPICAL LOTS 0 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and FLARED END SECTION R DEDICATION 0 0 5,901 SF /W 7.0 installed by the developer prior to acceptance Signs and their installation shall conform "Albemarle LA LANDSCAPE AREA UG UNDERGROUND - - - - PATH to County Road Naming and Property Numbering Ordinance and Manual" - - - - - OPEN SPACE A 0 0 6,595 SF 7.8 and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs ,vire shown on the plans. The developer shall be responsible for maintenance of the signs LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK r TREE LINE HEADWALL OPEN SPACE B 0 0 3,261 SF 3.9 until the roads have been accepted into the state secondary road system. The speed limits 0 1,094 SF 1,3 to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The LF LINEAR FEET YDS YARDS -._ FENCE 0 0 SEWER MANHOLE OPEN SPACE C 0 speed limit is to be posted 5mph below the design speed. 0 0 1,714 SF 2.1 15. Road plan approval Is subject to final subdivision plat validation. Should the final plat LT LEFT o"U o ° OPEN SPACE D for this project expire prior to signing and recordation, then approval of these plans shall ------- ----------- STONE WALL SEWER CLEANOUT PRIVATE ROAD 0 0 14,587 SF 17.4 be null and void. UTILITY 16. Traffic control or other regulatory signs or barricades shall be installed by the developer _ - - - - - - - - - RETAINING WALL VACANT LAND 84,009 SF. (1.929 ACRES) 100 0 SF 0 *im, in the opinion of the Director of Engineering, or the Director's designee, they are ARV AIR RELEASE VALVE MH MANHOLE - 'ry ®V WATER VALVE &BOX deemed necessary in order to provide safe and convenient access. TOTAL 84,009 SF. (1.929 ACRES) 100% 84,009 SF. (1.929 ACRES) 100% 17. Use VDOT standard CD -1 or CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE ®®� - - - - - STREAM / POND / WATER COURSE .6 FIRE HYDRANT ASSEMBLY OPEN SPACE TABULATION 18. A video camera inspection is required for all storm sewers and culverts that are deemed - - -" - - DETENTION BASIN inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance CO CLEANOUT RIM RIM ELEVATION - - Orn �a WM ® WATER METER IMPERVIOUS PERVIOUS JU& OUS program and ownership. The video inspection shall be conducted in accordance with OPEN SPACE A 1,313 sf 5,282 sf 6,595 sf 80.0 VDOT's video camera inspection procedure and with a VDOT and/or County inspector CTV CABLE TELEVISION SAN SANITARY --- - x - x SILT FENCE OPEN SPACE B 300 sf 2,961 sf 3,261 sf 90.8 present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed, O p WATER WELL OPEN SPACE C -- 1,094 sf 1,094 sf 100 the contractor and a representative from the pipe manufacturer should hold a preconstruction DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL OPEN SPACE D -- 1,714 sf 1,714 sf 100 for or installation training. meeting311- - 12 - CONTOUR Cv ° TOTAL 1,613 sf 11,050 sf 12,663 sf 87.3 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS: DIP DUCTILE IRON PIPE SD STORM GAS VALVE 1. The plan approving authority must be notified one week prior to the pre -construction ELEC ELECTRIC STIRDRAINAGE STRUCTURE _300- oo INDEX CONTOUR cM ° GM ° GAS METER IMPERVIOUS AREAS: conference, one week prior to the commencement of land disturbing activity, and one week ROADS/PARKING AREAS: 27,640 SF /P prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to FH FIRE HYDRANT TSV TAPPING SLEEVE &VALVE I 1 PARKING COUNT CONCRETE WALKS: 6,826 SF minimum standards and specifications of the Virginia Erosion and Sediment Control 0 0 ELECTRIC MANHOLE PROPOSED BUILDINGS: 26,400 SF Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. FM FORCE MAIN UP UTILITY POLE :: f CROSSWALK EM EM TOTAL IMPERVIOUS AREA: 60,866 SF 3. All erosion and sediment control measures are to be placed prior to or as the first step in F&C FRAME AND COVER WL WATER LINE .: ::. ® ELECTRIC METER clearing. ZEN /F_N ACCESSIBLE CURB RAMP + + LIGHT PARKING TABULATION FOR TOWNHOUSES: 1 SPACE PER 4 UNITS FOR GUEST PARKING 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. F&G FRAME AND GRATE WM WATER METER &HANDICAP PARKING POLE REQUIRED PARKING: 2 SPACES PER UNIT PLUS 5. Prior to commencing land disturbing activities in areas other than indicated on these plans 00 TELEPHONE MANHOLE 29 TOWNHOUSES X 2 SPACES + 29 TOWNHOUSES X (t SPACE/4 UNITS) _ (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a GT GREASE TRAP WV WATER VALVE a� 65V VAN -ACCESSIBLE HANDICAP PARKING 66 PARKING SPACES REQUIRED supplementary erosion control plan to the owner for review and approval by the plan GV GATE VALVE FT] ❑T TRANSFORMER PAD approving authority. 6"V 6" VALVE VAN VAN TOTAL PROVIDED PARKING FOR TOWNHOUSES: 6. The contractor is responsible for installation of any additional erosion control measures 27 UNITS X 2 GARAGE SPACE = 54 necessary to prevent erosion and sedimentation as determined by the plan approving authority. HDPE HIGH DENSITY POLYETHYLENET E " � � � i e ' CONCRETE PAVEMENT / SIDEWALK UTILITY POLE' 2 UNITS X 1 GARAGE SPACE = 2 29 UNITS X 1 PARKING SPACE = 29 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. INV INVERT ? RIPRAP ♦ GUY POLE PARKING SPACES PROVIDED = 85* B. During dewatering operations, water will be pumped into an approved filtering device. PURPOSES OF PARKING SPACES PROVIDED FOR THE PORP 9. The contractor shall inspect all erosion control measures periodically and after each runoff producing P Y P 9 Any to the � NEW ASPHALT PARKING PROVIDED CALCULATIONS - 79* necessary rePairs or cleanup maintain effectiveness of rainfall event. MATCHUNENE *6 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXIMUM PARKING ALLOWED the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. GRASS PER 01/30/14 DISCUSSION WITH ALBEMARLE COUNTY PLANNING. 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. 1-� EC -2 BLANKET MATTING NOTES: 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. RECREATION AREA TABULATIONS Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of EC -3 TYPE A 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. RECREATION ARE REQUIRED: 200 SF / UNIT -> 200 x 29 UNITS = 5,800 SF Albemarle. RECREATION ARE PROVIDED: 6,595 OK - 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to EC -3 TYPE B the hours of 7:00am to 9:00pm. OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION. 15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral to hazard to damage to land WETLAND support, or order minimize any persons, physical adjacent and ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED 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 CONTRACTOR'S COORDINATION RESPONSIBILITIES by this plan regardless of the sale of any lot, unit, building or other portion of the property. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLAINS. CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE ACSA GENERAL WATER & SEWER CONDITIONS lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH PREPARE PLAN IN ACCORDANCE THE DCR AND R rass and Cereal Winter R or in March and yeg ye, April to consist of Annual Rye, or May 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 A STORMWATER PREVENTION WITH THE VSMP REGULATIONS. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE through August to consist of German Millet. Straw mulch is to be applied at 80lbs/1008f. THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLEIJNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. Alternatives are subject to approval by the County erosion control inspector. EASEMENT. 12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY 13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE STANDARDS AND LOCAL REQUIREMENTS. WITH OSHA 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. inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient CONSTRUCTION. '14. , mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or 4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT ENGINEER FOR ONTRACTOR SHALL DISPOSE ;OF DEMOLI110N DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AND 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be CLARIFICATION AND/OR DICTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 'STATUTES. SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control inspector. 5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EIISITiNG UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING 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 UTILITY POLES DISCONNECTS WITH THE UTIUTY REPRESENTATIVES. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-B00-552-7001). or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filed with sediment. All seeded areas are to be 6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE. COVER MEASURED FROM THE TOP reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS: 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF which are collecting sediment to half their height must be cleaned and repaired DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT 1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND immediately. ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. moisture content. All fill material to be approved by a geotechnical engineer. A WATER LINES, ETC. 20. All temporary erosion and sediment control measures are , be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the 8. CONTRACTOR SHALL COMPLY WITH All WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS. geotechnical engineer is to be resent during construction of dams. g p g 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. County erosion control inspector. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS 01HMWSE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO, ALL UTILITIES, 3. For temporary sediment traps or basins which are to be converted to permanent stormwater 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A approval. (Water Protection Ordinance section 17-204G.) STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES management facilities; conversion g is not to take lace until the site is stabilized, and P FUTURE EXTENSION OF THE LINE. 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. permission has been obtained from the County erosion control inspector. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078) 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REIPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION EFFECTIVE JANUARY 4, 2012. // ///- r I �/0 O 0 MIC L F. MYERS ic. No. 33028 kw�. 19NA L _��1 U13 A Co obi G2 ca lit: U M 0 LU M 0 U LU 0 0 O U? w zo A Cn U Cq 8 U U U U ca lit: U M 0 LU M 0 U LU 0 DOM. PROJECT NO:13,001 INDEX TITLE: SP2 SHEET NO: 2 OF 14 DATE: 08/13/13 iu_i z J L C_� S Cq M O � Z n W W [-I O O � � W E-1 E PEI rm H 0 O J 0 LU UJ UJ 2 07 DOM. PROJECT NO:13,001 INDEX TITLE: SP2 SHEET NO: 2 OF 14 DATE: 08/13/13 I % 590 u /578 X N. / // // , / ,/ _\ \\ \ \ \V 1 1 I I 11 I • : i 1 V �--t--." i I I I I I Line Table Line Direction Length L1 S 52'37'30" E 10.22' L2 S 37'22'30" W 12.34' L3 N 6'41'41" W 57.54' L4 N 35'15'11" W 17.47' L5 N 83'18'19" E 10.75' L6 S 69'58'46" E 36.89' L7 N 62'01'46" W 10.57' L8 N 83'18'19" E 101.26' Curve Table Curve Length Radius Delta Chord Tangent Chord Bearing C1 363.94' 454.00' 45°55'49" 354.28' 192.39' N 20'44'18" W C2 39.27' 25.00' 90°00'00" 35.36' 25.00' S 42'46'24" E C3 60.56' 417.50' 8°18'40" 60.51' 30.33' S 83°37'04" E C4 29.99' 19.50' 88.07'11" 27.12' 18.87' N 56°28'41" E C5 17.10' 182.50' 5°22'02" 17.09' 8.55' N 9°44'04" E C6 65.81' 197.50' 19'05'30" 65.51' 33.21' N 19"23'47" E C7 130.36' 1030.50' 7°14'52" 130.27' 65.27' S 47'30'47" W C8 75.63' 46.50' 93'11'38" 67.57' 49.17' S 89°41'58" W 9i4 4 e J \\ / /--- TMP 32-41D2 1 1 I 1 l ,I I I I 1 _� �- I / $ I i i I t tl I I i i ( I- - - \ _�1 i \�\ /' Edlich Drive Realty, LLC T Zone: LI L j Use: Warehouse MIC F. RS L. No. 33028 / /' /' ,' // /' ,'/ j f � � i l I i 11 )�.' ._• /) �1_ _I..___-__ Il I I I V ! i I V 11 II',y I II �" -� _--_'' �_.-_`__-- `- -_ -'_' /' / "� �' / , I I I I I 11 ,.�.•. ; , III i IiI I I, I I I� II �- `� _, _ __ _ -,____ � �o���� �� w / / / % / / I I I I I ( I 1 :. • .I / 1 I � I I I I I 1 I I I I I I r - - . ,. _ --. ,.. _ _ i �, 'W / /' /' ,' / ,/ ,' j f � � � I i I II �° I / 1 � o II _ � _._----- -' -' , ( f� I � 11 1 I I Il � � I I II e---._ =- ='' =-_'_= '`•"_'= ---- ------'/ /''' '' �ci �5�� __- SIGNAL 4. _.-__ � ' _----- -- ' / / / / I ' 1 / I I 1 • f I I 1 ----- I 1 co f� I I I I I / -� ^• 11 - � _ �I ----_ _ / // / , / / 1 ! / / 1 I I II I �•i_ 1 ----- I 1 I 1 I o£m // / / / / I I k• I - I I 1 I I 1 I P tx7 I I I I I { I I / /-- _ -- -- _ -- -- - - -- I I i I I 1 I I I 1 I I I I ,/ / ,/ �'%r ---_ _ --__- = `\ / Y ,1 I 1 <. l I I I - - i - - _ _ - _ - --- - _ - / 1 '} I - I I I c? 1 I I III l I 1 1 I i I I1 / / /- , // ' -- _ -- _ ------ _ �: \ - TMP 32-41 w � _ U \ / { I _ �1 , ` / Turner, David P & The Market Place S>4 I I I 1 cy p I I i i t I I i \ \ \ 1 V ' \ \ \ ` - _ - - _ t i I I �. / I I I I � �/ � _ / \ \ /� ' _ - _; -�, \� �, �. � � � `_ Zone: RA s i I I o I I 1 i i I \ / \ \� �\ za / 1 .'I I 11 I I I I i I I t I \� \\\\\\\\�� _./ II } \\ I ------ _-- �� U1 \`�\\\\\�\`\� �' \ \ ' Use: Residential /T\�\\ /---- \��Z ZO U \`\/ ���� \_� \\� \ � i / / / / // / 1 I 1 f I I\ 1 -- -I ( I -I I t I / l (i I I i I I I I I I 1 V ♦\ \\ �\ \ I `\ ���� \ 0 O Izss, / \ / / / "\ ,/ / , / J I I i � i I I •,. ,. ' I i I \ I / _ f 1 I , I I I i I i t � \ \ \ \\ \ \ \ I \ •\\\ l .` � `\\\\ \�\� \\ TMP 32B -A TMP 32-41L Tribal Properties, LLC Post\Office Land Trust 57s - `.� _,' N. ne: PD-MC Zone: NMD Use: Vacant _---T /I \Use: Vacant Lot IW.T (Ow er n 6`13 ` �\\\ \\ V 2 It\ \25903T\ \ �\\ ✓ / ,/ ,/,r % / / 7 / /,' \ l / 11 \ p \ \ z co c� LO U) LU / / / � I I � I } "" / I I I I i - - I a I I oI II \\ \\\ \ \\ \ \ \\ 1 1 ,� \ \ .• ' ,/ / / / // / / / / I 1 I 4 I I \ \\\\\\ \ 57e _ \ _ i- �- ------ I _ / I � � \ \ \ \ \ \ � _ _ _ / ,' / / ,- - / / / ' / ' / j � ( J � \ � C cit .-� .•••� .-, I/ A \ \ \ \ / I 1 / 1 ) I \ / / /, // // / / \ _SAN. SEWER O 1 \ I I I / 1 \ \ \ \ \ \ \ \ \ \ `� ` \ \N (, I-.rss-� i I ' I / \ 1\ } \� / / // �' / / ,/ /, �/ , // \ �\ \ \\ BE ABANDON \ )_ -1 3 1 I // // / \ f \\ \\ ��\\ / , r,� , , // 5so i J I I 3, I I i » , 1 \ 1 �\\ III ) AND FILLE I�TH / ,) / /) c \\\ -i 1 3 STUBO T TO �E ABQNDOtNED. \ \ -'- REMOVE VALVE /AND C/AP Cf�OS I I \ \ �- --' /' /' JJ' ' \ C) i 1 + --FEOWABLE FIL' . I / o r I // �wv L\ / / / / GW�7 ORTION OF'CG'-6 CURB / ) _596 + / \ \ \ \ `\`\ , ,' // /' /' ` / i _ ---- - - - / zo / / _ �CCCESS EASEMENT \ \ \ \-- / J \ - _ �\, / ) t \ / / 9y,/1 56z _ x _-T� BV REMOVED. r - I f DB 32 5-73 / ) \ \ \ \ ` \ `\° /�'�', JJ JJJ 1 "' 1 O . � , y-- �:,,�.. / �, _ �/ \ \ \ \ DRAINAO� .�A��1�Nfi Park _ \ ` QB 326 \�7J\ \ W w Ek/ C13 -L12 RSM ASN / � � \ � ! �- ,� � , � 3� a.w �\.\ ,JI j i /' ' » "�� SAN. SEWER MH // 67F OF 15 RCP i �8w \\\ - \ / ---- / /) J' // i z /'DEMO EX. /1'8 STORM \ ,.: �� / 9�� / TO,REVVED SEW AND /REPL,ACEa/ \ / v5 j0`BE ABANDONS i \ w \.\ \\ . \ / \\ // // �_ �- _ = -\ o w / , J TMP 32-41P ' 1 ! �. i� / RE90VE CONE _sec ON - LPORTION �F EXISTS DRAINAGE \8 � / ' - � /, , / 1 / , w / / i - / P Ot Office Land must ,/-� i / WIT 24 ODPE / / 1 / / / / Zone: PDyxiC _ '" - ) ) , t / AND FILL,WiTH STONE. EaS�MENT TO�B� VACATED )r\ , l 1 d.,, Use: Residential EX. TREE PORTION F'SANITARY STORM DRAIN 1 (1 / \ \ REMAIN- SEWER EASEMENT / MANHOLE TO BE /R'EMOVED /N. TMP, 328-0�� 1 o1A/' / / , ) I 90 I EX. ,STM DRAIN ,� , ,PORTION OF CG- CURB \ \ ,, ', / ` , , , ,' / / / \ DB 3265-73 � E TREES TO TO BE REMOVED _\ / l / , , ��- Z / .•,r / / / / Trib Pro Mies, _ � / // / / / D� LLC / / ' ' ' EA, EMENT / TO BE VAC-ATED BE REMOVED/ �\ / / , \ / _ , , / ; / �., Zone NMD, ,-w WATER EASEiMENT \a E-1 Use: Reside,,I / // // // t ( /` w�' 1 i / / �,/%� _ .i\ DB 3205-73 �'� `\ \ `'�\' r' , \ l \ / / / / // \ / / / / , / / EX. CG -h2 TO a� \ WATERLINE \ \ / /' /' / \i' /'/ / , \ ENT � � „i _ _� , / � / �� � � � / REMAIN) \ E�sEM \ '_ ' / _ / / / R' U N../ / i �\ \ \ /1 �,� `\\ `'� \` \} �\ WATI, k�A�' ENT / /' Y �8~w \ ` i' '' / / / / / / / / / / / / � // / / \ \ \ \ � \ I � / / I \ '� \ `� i� � a� , / , / /til I-�--I TMP/32-41 Q J The Daa el Group, Inc. PD -MC/ / \ ` � �. / / / • // / / / ��' / Use: Residential E-� fit I I it I 1 I ! t ) I t IiI 1 / l / I I 1 \ \ \ �__ k `°: \ �' / ,_ / J JJJJ I I ( / ) i I I i I i 1/! i / I l \ I I\\ / EX. STM DAIN / /�' ,J /` IN, M I w \. ( \V}. it i II I III / /1 i I ) ! / \ \ \ \ \ EX. CONC. 'd , ,, / s / i / \ , /,/ // 'k / \ EASEMENT I t,.:/. • ./:..- / _ /O \ i SIDEWALK \ ./....� /� �,.:. /' -/ /'/ / i _ ¢�\ / i --i w I \\ 1 I I I i I i i \ •• f _ � --- •� F- � �- ii \\ \ I I I II I ( I I II i 11 / ) \ t_/ I \ \ / \ "•, ..:. , / , , \ f I I , 3 �I w \. w \ \ \ \ � I i I ,/ � I 1 1 (I f I \\-) _ ) 1 \ \'�;.� / \\ � ;A•••�'�"• /.:,'•. / / / / / // � �/ Hsi N. \ DOM. PROJECT NO: i' / / / // \\ _ \\ \\ •;'..\ �\ \ � 6, 1 /// I\ \_/ �// /' ,, -/ \ l/' / 13.0018 INDEX TITLE: MP 3�� 41K \;Q ���,,�,��..�••'` I '~•.•.: /' / ---7 /J/i/// ,/ /�,' ; ' / / _ / / / / ))) I �Roslewooc� Village f- \� `•,$ �/ <</ /i / 1 / //, , , ,/ , / / +) 1 /�Hollymead P3 \ I,�„.e J \\\�I 1 I\ 40 ��6 //' ` J / 80 , 120 / I �-' Z6ne: PD -MC \ Use: Residential \\ . SCALE: 1 49/r // // /\,j / ( -_ SHEET NO: 3 OF 14.\\\ N. , \ ° ' ' , DATE: 08/13/13 :'•, \ : •" son \ I �/ v - LE E C N N N O Q c n- °� E o 0j 0 �� N acv / N @ - U / 0W / / / i 0 i 9i4 4 e J \\ / /--- TMP 32-41D2 1 1 I 1 l ,I I I I 1 _� �- I / $ I i i I t tl I I i i ( I- - - \ _�1 i \�\ /' Edlich Drive Realty, LLC T Zone: LI L j Use: Warehouse MIC F. RS L. No. 33028 / /' /' ,' // /' ,'/ j f � � i l I i 11 )�.' ._• /) �1_ _I..___-__ Il I I I V ! i I V 11 II',y I II �" -� _--_'' �_.-_`__-- `- -_ -'_' /' / "� �' / , I I I I I 11 ,.�.•. ; , III i IiI I I, I I I� II �- `� _, _ __ _ -,____ � �o���� �� w / / / % / / I I I I I ( I 1 :. • .I / 1 I � I I I I I 1 I I I I I I r - - . ,. _ --. ,.. _ _ i �, 'W / /' /' ,' / ,/ ,' j f � � � I i I II �° I / 1 � o II _ � _._----- -' -' , ( f� I � 11 1 I I Il � � I I II e---._ =- ='' =-_'_= '`•"_'= ---- ------'/ /''' '' �ci �5�� __- SIGNAL 4. _.-__ � ' _----- -- ' / / / / I ' 1 / I I 1 • f I I 1 ----- I 1 co f� I I I I I / -� ^• 11 - � _ �I ----_ _ / // / , / / 1 ! / / 1 I I II I �•i_ 1 ----- I 1 I 1 I o£m // / / / / I I k• I - I I 1 I I 1 I P tx7 I I I I I { I I / /-- _ -- -- _ -- -- - - -- I I i I I 1 I I I 1 I I I I ,/ / ,/ �'%r ---_ _ --__- = `\ / Y ,1 I 1 <. l I I I - - i - - _ _ - _ - --- - _ - / 1 '} I - I I I c? 1 I I III l I 1 1 I i I I1 / / /- , // ' -- _ -- _ ------ _ �: \ - TMP 32-41 w � _ U \ / { I _ �1 , ` / Turner, David P & The Market Place S>4 I I I 1 cy p I I i i t I I i \ \ \ 1 V ' \ \ \ ` - _ - - _ t i I I �. / I I I I � �/ � _ / \ \ /� ' _ - _; -�, \� �, �. � � � `_ Zone: RA s i I I o I I 1 i i I \ / \ \� �\ za / 1 .'I I 11 I I I I i I I t I \� \\\\\\\\�� _./ II } \\ I ------ _-- �� U1 \`�\\\\\�\`\� �' \ \ ' Use: Residential /T\�\\ /---- \��Z ZO U \`\/ ���� \_� \\� \ � i / / / / // / 1 I 1 f I I\ 1 -- -I ( I -I I t I / l (i I I i I I I I I I 1 V ♦\ \\ �\ \ I `\ ���� \ 0 O Izss, / \ / / / "\ ,/ / , / J I I i � i I I •,. ,. ' I i I \ I / _ f 1 I , I I I i I i t � \ \ \ \\ \ \ \ I \ •\\\ l .` � `\\\\ \�\� \\ TMP 32B -A TMP 32-41L Tribal Properties, LLC Post\Office Land Trust 57s - `.� _,' N. ne: PD-MC Zone: NMD Use: Vacant _---T /I \Use: Vacant Lot IW.T (Ow er n 6`13 ` �\\\ \\ V 2 It\ \25903T\ \ �\\ ✓ / ,/ ,/,r % / / 7 / /,' \ l / 11 \ p \ \ z co c� LO U) LU / / / � I I � I } "" / I I I I i - - I a I I oI II \\ \\\ \ \\ \ \ \\ 1 1 ,� \ \ .• ' ,/ / / / // / / / / I 1 I 4 I I \ \\\\\\ \ 57e _ \ _ i- �- ------ I _ / I � � \ \ \ \ \ \ � _ _ _ / ,' / / ,- - / / / ' / ' / j � ( J � \ � C cit .-� .•••� .-, I/ A \ \ \ \ / I 1 / 1 ) I \ / / /, // // / / \ _SAN. SEWER O 1 \ I I I / 1 \ \ \ \ \ \ \ \ \ \ `� ` \ \N (, I-.rss-� i I ' I / \ 1\ } \� / / // �' / / ,/ /, �/ , // \ �\ \ \\ BE ABANDON \ )_ -1 3 1 I // // / \ f \\ \\ ��\\ / , r,� , , // 5so i J I I 3, I I i » , 1 \ 1 �\\ III ) AND FILLE I�TH / ,) / /) c \\\ -i 1 3 STUBO T TO �E ABQNDOtNED. \ \ -'- REMOVE VALVE /AND C/AP Cf�OS I I \ \ �- --' /' /' JJ' ' \ C) i 1 + --FEOWABLE FIL' . I / o r I // �wv L\ / / / / GW�7 ORTION OF'CG'-6 CURB / ) _596 + / \ \ \ \ `\`\ , ,' // /' /' ` / i _ ---- - - - / zo / / _ �CCCESS EASEMENT \ \ \ \-- / J \ - _ �\, / ) t \ / / 9y,/1 56z _ x _-T� BV REMOVED. r - I f DB 32 5-73 / ) \ \ \ \ ` \ `\° /�'�', JJ JJJ 1 "' 1 O . � , y-- �:,,�.. / �, _ �/ \ \ \ \ DRAINAO� .�A��1�Nfi Park _ \ ` QB 326 \�7J\ \ W w Ek/ C13 -L12 RSM ASN / � � \ � ! �- ,� � , � 3� a.w �\.\ ,JI j i /' ' » "�� SAN. SEWER MH // 67F OF 15 RCP i �8w \\\ - \ / ---- / /) J' // i z /'DEMO EX. /1'8 STORM \ ,.: �� / 9�� / TO,REVVED SEW AND /REPL,ACEa/ \ / v5 j0`BE ABANDONS i \ w \.\ \\ . \ / \\ // // �_ �- _ = -\ o w / , J TMP 32-41P ' 1 ! �. i� / RE90VE CONE _sec ON - LPORTION �F EXISTS DRAINAGE \8 � / ' - � /, , / 1 / , w / / i - / P Ot Office Land must ,/-� i / WIT 24 ODPE / / 1 / / / / Zone: PDyxiC _ '" - ) ) , t / AND FILL,WiTH STONE. EaS�MENT TO�B� VACATED )r\ , l 1 d.,, Use: Residential EX. TREE PORTION F'SANITARY STORM DRAIN 1 (1 / \ \ REMAIN- SEWER EASEMENT / MANHOLE TO BE /R'EMOVED /N. TMP, 328-0�� 1 o1A/' / / , ) I 90 I EX. ,STM DRAIN ,� , ,PORTION OF CG- CURB \ \ ,, ', / ` , , , ,' / / / \ DB 3265-73 � E TREES TO TO BE REMOVED _\ / l / , , ��- Z / .•,r / / / / Trib Pro Mies, _ � / // / / / D� LLC / / ' ' ' EA, EMENT / TO BE VAC-ATED BE REMOVED/ �\ / / , \ / _ , , / ; / �., Zone NMD, ,-w WATER EASEiMENT \a E-1 Use: Reside,,I / // // // t ( /` w�' 1 i / / �,/%� _ .i\ DB 3205-73 �'� `\ \ `'�\' r' , \ l \ / / / / // \ / / / / , / / EX. CG -h2 TO a� \ WATERLINE \ \ / /' /' / \i' /'/ / , \ ENT � � „i _ _� , / � / �� � � � / REMAIN) \ E�sEM \ '_ ' / _ / / / R' U N../ / i �\ \ \ /1 �,� `\\ `'� \` \} �\ WATI, k�A�' ENT / /' Y �8~w \ ` i' '' / / / / / / / / / / / / � // / / \ \ \ \ � \ I � / / I \ '� \ `� i� � a� , / , / /til I-�--I TMP/32-41 Q J The Daa el Group, Inc. PD -MC/ / \ ` � �. / / / • // / / / ��' / Use: Residential E-� fit I I it I 1 I ! t ) I t IiI 1 / l / I I 1 \ \ \ �__ k `°: \ �' / ,_ / J JJJJ I I ( / ) i I I i I i 1/! i / I l \ I I\\ / EX. STM DAIN / /�' ,J /` IN, M I w \. ( \V}. it i II I III / /1 i I ) ! / \ \ \ \ \ EX. CONC. 'd , ,, / s / i / \ , /,/ // 'k / \ EASEMENT I t,.:/. • ./:..- / _ /O \ i SIDEWALK \ ./....� /� �,.:. /' -/ /'/ / i _ ¢�\ / i --i w I \\ 1 I I I i I i i \ •• f _ � --- •� F- � �- ii \\ \ I I I II I ( I I II i 11 / ) \ t_/ I \ \ / \ "•, ..:. , / , , \ f I I , 3 �I w \. w \ \ \ \ � I i I ,/ � I 1 1 (I f I \\-) _ ) 1 \ \'�;.� / \\ � ;A•••�'�"• /.:,'•. / / / / / // � �/ Hsi N. \ DOM. PROJECT NO: i' / / / // \\ _ \\ \\ •;'..\ �\ \ � 6, 1 /// I\ \_/ �// /' ,, -/ \ l/' / 13.0018 INDEX TITLE: MP 3�� 41K \;Q ���,,�,��..�••'` I '~•.•.: /' / ---7 /J/i/// ,/ /�,' ; ' / / _ / / / / ))) I �Roslewooc� Village f- \� `•,$ �/ <</ /i / 1 / //, , , ,/ , / / +) 1 /�Hollymead P3 \ I,�„.e J \\\�I 1 I\ 40 ��6 //' ` J / 80 , 120 / I �-' Z6ne: PD -MC \ Use: Residential \\ . SCALE: 1 49/r // // /\,j / ( -_ SHEET NO: 3 OF 14.\\\ N. , \ ° ' ' , DATE: 08/13/13 :'•, \ : •" son \ I �/ TMP 32B—A Tribal Properties, LLC Zone: NMD Use: Vacant TMP 32B -01-101A Tribal Properties, LLC Zone: NMD Use: Residential zz eo' _7_ ION 0171 SANITA Y SEW R EAS MENT DB 265-7 TO E VACTED �GE EA TED DB 32 5-73 �3EDICATEDTOT BPUBLIC 7 TMP 32-41K Rosewood Village of Hollymead Zone: PD—MC Use: Residential I WATER MENT DB 65-73 PORT JN OF EASE ENT 1 Block; C-4 Proposed Site Area=1.929 Ac EASEVNT N TMP 32-41L Area=250, 034 SF (5.740 AC) Block C-6 Residue Area=3.812 Ac -PORTION OF EXIST. WATERLINE EASEMENT TO BE VACATED ACCESS EASEMENT DB 3265-73� DRAINAGE EASEMENT \ DB 3265-73 Laurel Park Private \ WATER EASEMENT DB 3265-73 z\ (IST. BE VTRAIN CATE wo 2,241 SF TO BE DEDICATED TO PUBLIC USE O — EE Vl � C\1 6� C p < tL �(3) (y) E p o 1 41 / CQ .� O C N z � s .E / pw / TMP 32-41D2 Edlich Drive Realty, LLCre' 0 Zone: LI / Use: Warehouse / / / O � MIC F. MYERS 9 L' . No. 33028 / �sICNAL / .44 CO3 C1 m / w Y TMP 32-41 = / Turner, David P & The Market Place Zone: RA Use: Residential Z zo U W m �-+ A CD o v� � U � m 9 LLI TMP 32-41P Post Office Land Trust Zone: PD—MC Use: Residential Area Tabulation LOTS 50,856 SF OPEN SPACE 27,252 SF R/W DEDICATION 5,901 SF o � w / z \ w � Z o e.,w A o�� CQ I I A Q \�z A U) O o U Co U U A U U U U 9 LLI TMP 32-41P Post Office Land Trust Zone: PD—MC Use: Residential Area Tabulation LOTS 50,856 SF OPEN SPACE 27,252 SF R/W DEDICATION 5,901 SF TOTAL 84,009 SF < w � J CQ en � L.L � O � TMP 32-41Q 8'w Q co The Dainel Croup, Inc. 8 w PD—MC E-� Use: Residential e I �---i w� O w w / w / DOOM. PROJECT NO:13.0018 INDEX TITLE: i ISP4 40 0 40 80 120 I SCALE: 1 = 40 / SHEET NO: 4 OF 14 / DATE: 08/13/13 / H / w � Z o e.,w TMP 32-41Q 8'w Q co The Dainel Croup, Inc. 8 w PD—MC E-� Use: Residential e I �---i w� O w w / w / DOOM. PROJECT NO:13.0018 INDEX TITLE: i ISP4 40 0 40 80 120 I SCALE: 1 = 40 / SHEET NO: 4 OF 14 / DATE: 08/13/13 0 :: (-0 13 > EXISTING FOREBAY FOR/ 578 CD 00 SWM #2 L0 B 3' CONC. ISLAN) 4 'A A FACE OF URB TOP OF WALL Q5 OD C >< A DRIVEWAY cs- t—: FACE OF LAUREL UBDIVISION� 777/ 10, ::E = (3 CURB WALL HEIGHT"Z 580 VARIES DRIVEWAY EX. --` -4- 4- 1' WALL DETAIL w v NOT TO SCALE —596 Residue of X.- S TMP 32-41L X' 5B2 w 3.811 Acres x X.. urel Park Ln. 8 W 8" 8�\%a— 8"W \,N --7'-- 1 - '\N Private Street B 3b 8 8"w --- 2 TO B -,75' Access Ease,,ent. 'X 3 Bx ---- + C� z CY) REMAI'N 81, 1-1 / / / vy Entrance �6' ht nce man ST -6 V vp IS, stance c) r, 'Pace CC -11 qnce Ope Space D Z7 X4 Distance 714 Sf all .0 V Y C\Z - -i 03 Uj- �c 64 4 CY) C\� 00 00 Z -f� co Lr) cl� .0 St, 4 (,U V) Dp Garage 3' Conc �:� C6 sig�, Garage Island (Typ.) 5BB— .0 ACSAAVater ...... Q! e Garage ment Garac ........ ... Garage . . . . . . . ..... ....... ......... EX. CG -12 —, ............. ......... ............. .... . .......... ...... ..... ....... ............... '-j b4v TO REMAIN ........... IL /\L.U, %T el 5 0 R q A ............. -- - ---- w .0 -eo N 91 k) 0 V\�-,b-j 0 Space A 3' Conc. V 6, 595 Sf x8'xl 2H' Island (Typ�) 0 V Be%nh T .. Op up dv 0 Lot �GOLA 4D,-,00 -/ . �) t 0 A,4 3' ........... r rVE ............ ....... v So 1EATION '14 S16,595 -CD F.. 0 4( AIQ Ail SO, -Pi2 95-1 As ...... .............. �v (0 4r - V '7 X\\ A�) @ N�I& Nye A- 411 .0 ......... 6 Grass ............. ............... Island (Fyp.)3Z 61 6 x4' Tree Grate Isla -00 nd (Typ 4.4 0 (Typical) CV V"Ql %96 \CSA Water EX. CG -12 C sement a 40 A, 4' TO REMAIN > 0 K 4 5 Q) HEAVY DUTY PAVEMENT 7.7' A LIGHT DUTY PAVEMENT 3"� (PARKING AREA) > z'/1VAW/ .919 NOTE: VISEBUM OF ALL QUIPIME"OM THE ENTRANCE COPX�W., BE EIDUATED— A .0 C�, 4 Pocket Park A. L 4, 4A. A X A A Open Space B 4A-. 3, Z61 Sf 20 20 -\,40 60 A lyllv.. S, 4 SCALE: /-f 20' CD Id Ik ---- ---- ----------------------- :A. A L- / -- \ Z1, C�� E c NO F C 2 E 0 0 N5 C C (®r C\1 -C E 0 w 0 - 1qC, ORO es P Li No.33028 UNAL LU LU 0 CQ :2-, C) z Q CO a CID :z m 0 Uj LO 0 Uj 6i V2 0 U) Z c) Z. 0 a Q Lli LU �D P34 11:� P4 CD I e-�- CD r DOM. PROJECT NO:13.0018 INDEX TITLE: SP5 SHEET NO: 5 OF 14 DATE: 08/13/13 I �:a EXISTING FOREBAY FOR 578 J o — — SWM2 I I LO e - 58 .e I LAUREL UBDIVISIGN� I A 0V.._.., a • m• „.__..—,�._..-'"'"+z _.,..,..... _ ._.�.,, . a EX. A,t580 p: _ _ h WV A Residue of 11X. S 4 TMP 32-41L — — w w -� 3.811 Acres 582 •° .---�,. ,__...i — ST -6 8 11w _ .••-,'" �°� ...--•-,, Vii"' J � .�::,� _.....-..• ��„_�...._..--•-----�,:Y..."--•--`.` "\,N 8 � �s., � �aurel Park Ln. 8" w 8„WSCA Private Street 4 ,' ✓ rte~ \ - " I "` .•., =W •.$ _- -- o I �_ 8„I,y I EX. CG -12 TO .. ______ 8 w — . ” REMAIN w -----1 8'W 8"X8" TS&V -11 Access Easement, 8 W — . _--— Entrance — . --- 22.5° end e' V _-- .. .•5,. eCon0' SiaeWalk .-s:` 10 P'r HDP I X ° 101 G- I a 8 --- ,p P onc. Sid alk , a " . a 5' / ca ae a'•; t;�. MIC L F. MYERS 9 No. 33028 �o 25 (c f www �ssLONAL r P• s-, o,. .Sop . A. • ', a . \ ... .- Sin �: • eet Sign �� X 8•, `',.1`�` . '. � 22 5° Bed 2 w CG -11 \Qr Ope S�` ��� y once (9"tt, \ ` 70 0 Ode Space D ,714 Sf 5° Ben 8' CQ LO -__ co 11.25° .ph XYr CQ `, c 3' Conc. C Sign `�o�, 61', Island (Typ.) :ACSA Water WQ/�41 cement 0 Lot 2 S� \ O -� _ _ `i / \ ,' EX. CG 12 lip,/ ,' TO REMAIN Water / \ \Easement \ A ane a's- \ 22. ° B D o Private AlleyI , 11+00 \ \ � 0 20.5 �, N CG -2 k Private Ease. `v o Light \\ \\ D ; CG -12 (Typ.) Sign a Open Space A / r/ rr A ' k \ \ \ ; 6,595 Sf. ���y 3 Conc. ,. ; , \ \ \ \ .� 'x8'x12H' Island (Tyg!) yyl 20Plaza Area oz� a \ o� 1' Bench Top PERGOLA / OLA Planter 0 10 4 Lot 6 40 e \ 0C • �y �/ 1 l` `� Lot NQS f' \\ n d * '. `,}i:,. •�. \ 2,2 \ L P�liQ -F'� ,�\ / � � ; COQ. / © ACSA S6. ->�` -; , °: <;.: i ,•:...: ; .� � jP u? � �,C / . ' Q x/ Cir Easeme 1 Irrigation P°" i /' ` ,�• o, fo VM y 1 8 GV 9�9 's �- �� CG - 8„x \ s Isla TYP e 4 Be rr / �, • ° �•--„ 11.5"x+ r/ c": ' ,(�/ 7 �4`` - .d i d �, a CJ� \ \ \ \ \all / / 4cS•2 c)' a d ,.,y. ° �� ��' CV Bend* 6 Grass / Cod Island (Typ.) ��yo yy ✓'a �� 3 Conc. `� / ,' rr S� e 4 6'x4' Tree Grate Island (Typ.) Q / (Typical) An !' \\ ACSA Wate16, Easement Easement / / ` EX. CG -12 15 •� \ vi 60 \ a / �� � 8,�" TO REMAIN t / _; -S o }� v, t _ V ��N Y U cp� 6=+ ��, LU U a E ° c mgr- <C H V �E c: W 0 MIC L F. MYERS 9 No. 33028 �o 25 (c f www �ssLONAL r P• s-, o,. .Sop . A. • ', a . \ ... .- Sin �: • eet Sign �� X 8•, `',.1`�` . '. � 22 5° Bed 2 w CG -11 \Qr Ope S�` ��� y once (9"tt, \ ` 70 0 Ode Space D ,714 Sf 5° Ben 8' CQ LO -__ co 11.25° .ph XYr CQ `, c 3' Conc. C Sign `�o�, 61', Island (Typ.) :ACSA Water WQ/�41 cement 0 Lot 2 S� \ O -� _ _ `i / \ ,' EX. CG 12 lip,/ ,' TO REMAIN Water / \ \Easement \ A ane a's- \ 22. ° B D o Private AlleyI , 11+00 \ \ � 0 20.5 �, N CG -2 k Private Ease. `v o Light \\ \\ D ; CG -12 (Typ.) Sign a Open Space A / r/ rr A ' k \ \ \ ; 6,595 Sf. ���y 3 Conc. ,. ; , \ \ \ \ .� 'x8'x12H' Island (Tyg!) yyl 20Plaza Area oz� a \ o� 1' Bench Top PERGOLA / OLA Planter 0 10 4 Lot 6 40 e \ 0C • �y �/ 1 l` `� Lot NQS f' \\ n d * '. `,}i:,. •�. \ 2,2 \ L P�liQ -F'� ,�\ / � � ; COQ. / © ACSA S6. ->�` -; , °: <;.: i ,•:...: ; .� � jP u? � �,C / . ' Q x/ Cir Easeme 1 Irrigation P°" i /' ` ,�• o, fo VM y 1 8 GV 9�9 's �- �� CG - 8„x \ s Isla TYP e 4 Be rr / �, • ° �•--„ 11.5"x+ r/ c": ' ,(�/ 7 �4`` - .d i d �, a CJ� \ \ \ \ \all / / 4cS•2 c)' a d ,.,y. ° �� ��' CV Bend* 6 Grass / Cod Island (Typ.) ��yo yy ✓'a �� 3 Conc. `� / ,' rr S� e 4 6'x4' Tree Grate Island (Typ.) Q / (Typical) An !' \\ ACSA Wate16, Easement Easement / / ` EX. CG -12 15 •� \ vi 60 \ a / �� � 8,�" TO REMAIN t / Y U o LU U a C/1 C:> <C H V U M 0 LU Z: x `r' (D U) LU \ A W o -7, CZ o ui � O o U U 15A U U �i ui z w O O CD W � W N H O � -90(9 lob a 4 \ ,' . ' .. • * CONTRACTOR TO PROVIDE ACSA �, e\Yh`t%' / ,'°a. THRUST BLOCK AT WATERLINE w � BENDS AS NOTED. SEE DETAIL E-1 W v� -'r � \ �, �y ;� :. �� . 3 SHEET SP12. A. 4 Lij � a a e4 �— W W aQ1 Pocket Park a `'` UU) e d '4 n J a \� -0 �� c a 2 DOM. PROJECT NO:13.0018 41- a \ NX O tl ., .UD a • • • ,.•Ar •4 INDEX TITLE: A. A Open Srce B 'A °. a 3,26 Sf .. a:e. a. 20 0 20 40 60 SP5A 4 PC.,: SIc/ /k •4 E.' 4' . A ' SCALE: 1 = 20 SHEET NO: 6 OF 14 /y 4 . DATE: 08/13/13 Key Quantity I I Botanical Name Common Name I Size / Cal. I Canopy I Total C Remarks CANOPY TREES AF 14 1 Acer x freemanii 'Jeffers red' Autumn Blaze Maple 1 21/2" 1 452 6,328 QP 21 lQuercus palustris Pin Oak 1 21/2" 1 419 8,799 QPH 2 lQuercus phellos Willow Oak 2 1/2" 370 740 ORNAMENTAL TREES CK 1 22 �usa 'Heart Throb' Heart Throb'Kousa Dogwood 6-T 128 2,816 SHRUBS IGS 1 112 Illex glabra'Sharmrock' jShamrock'Inkberry Holly 18"-24" N/A N/A ...... . . . . . . . . . ....... ......... ... . . ICanopy Grand Total 1 18,683 — - - ----------- -- - --- TREE CANOPY CALCULATIONS SITE AREA= 1.793 ACRES (POST DEDICATION OF R/W) 15% TREE CANOPY REQUHM= 11,715 SF TREE CANOPY PROVIDED: PROPOSED CANOPY= 18,683 SF TOTAL TREE CANOPY = 18 863 SF > 11,715 SF 0 0 �L!E E Qa �: 8 C", N z 00 1�-< Z 2 41 L0 C (3) C S -Z > 41 0 D q) (D 4, FNOTE: 41 CD ALL SITE PLANTINGS OF TREES fAND SHRUBS ��\B� A�� WED TO\ U TE r ACH Al C REACH, AND BE/MAINTAINED At MATURE HEF OF \TREE P a RUNED _F; THE TOPPING IS PROHIBITED/ SHRUBS AND /TREES SHALL' BE P mm"Y\ 0 L Y To ONLY TO SUPPORT THE OVEW 19 THE PLANT. Uj �69 0 CI -4 0 WV k7 :.,4 aj!, 1 3: 2i�" o� Residve of 0 y TMP 32-41L jS07' 3.811 Acres LMSCAPING WITHIN PARKING AREA* 5B2 co -1-1 W W --# PARIOG AREA: 13,927 SF X.- gy— J 5% PLANTING REQUIREMENT: 696 SF 4 --- PLANTING AREA PROVIDED: 1,960 SF > 696 SF OK S 8 8�t— 8"W 7b urel Park Ln. W B"\N Private Street W C� U0 Ln woo 8 8"X8" TS&V + 5 Access Easement, 0� MEN M1 ERS r 22.5' end o.33028 ht 4S 7- iiiiiii LANDSCAPE PLAN LEGEND: $ X. '-�'ONAL I NMI I goal ow gn 0, t eet Sign AF AUTM BLAZE MAPLE Sta ce MIN 0 W 0 Upe 3 6 wn I - �14 21'x4 jV W L0 cr) 21.01' QP PIN OAK Z/ 0 -'Zj� im Cl) CY) LO z CY) CA - -U-- M Z-1 co co to 0 11.2, C:) so ca Z3 A 'D C, Conc. 0� v) 5� Garage CK 'HEART THROB' KOUSA DOGWOOD 4- and (Typ.) 1- 9 ---ACS Ua e ............... Garage ........... .......... .............. . . . . . . . . . . .......... .. . ....... Garage ...... ..... �arag,; ..... ..... U3 .......... V QPH WILLOW OAK = � � i� �-: 2) L Easern e, I L W �xxxx xi G�? 0 5 0 LU qj 0 IGS 'SHAMROCr IMKBERRY HOLLY 0 cr) 0 SEE PLANS FOR EXACT LAYOUT. SPACE (9 PLANTS AS SPECIFIED IN PLANT L15T .......... 0<4 -c/ OR AS SHOWN. ADJUST SPACING AS SET 5HRUE3 FLUME3. TOP Of 61 NffCf ECTED 15Y US 0 LANDSCAPE ARCHITECT. 55AKY OR AS DIP KOOTE3ALL SHALL NOT 15E MORE )fien Space A THAN I " A13OVE f IN15HED GRADE Ar 6,595 Sf Conc. CQ C0 n d (Typj MULCH 3" DEEP 20 x8 x1 2H )1' Be V'o '9 z IMMEDIATELY AFTER 1��*' .... . : C:) RE MOVE BURLAP IF ROM �PE A Mljlli Y. PLANTING AND WATER TOP 1/3 OF FOOTBALL Pr � CO THOROUGHLY. 114MM: Ky U 91�� n 8 3" TALL WATERING M PLANTING PIT. 13ERM 01-0 A TI PREPARED SOIL FOR 5HKUE35 ......... fIN15HED GRADE /0 6,5 74 Qj 501L SURFACE > 06' -100. q) Z: ROUGHENED I I I Ll FF, j I F:�, -IF�--, I I 61 LU TO BIND NEW 501L . .......... 6 -.44 LL - 2 .......... ....... ion V NOTE FOR SHRUB E3ffD5: SEE PLANS FOR EXACT LAYOUT. SEE SPECIFICATIONS WM 04�-6 FOR EXACT 15ED PREPARATION, PLANTING SOIL, AND ,Zt PLANTING 501L AMENDMff NT5. CD -60 A )N ......... .... 7- 711N,- .......... .......... cD 1'17�SHRUB PLANTING DETAIL ���NOTTO �SCALE Grass C) Alf- island 3' Con Vyp--)0Z. ��o 6'x4' Tree Grate A 4' N -Q SET TRUNK PLUMB. SEE Island (Typ C�x ... . .. (Typical) E-1 PLANS FOR EXACT LAYOUT ........... AND SPACING. ,9 ,9q L -1 Q --I TREE TIES, 5f-Iff SPECS. ACSA Watei Easemen, N 0 1- 112" 5Q. OAK STAKES VA VPO SET 180 DEGREES APART 40, FINISHED GRADE wt. L 0 q 1.0 APPLY 3" Of MULCH AFTER 1A /:- Al E --i PLANTING AND WATER C11 U) THOROUGHLY Q Ln 4" COMPACTED EARTH Z WATER ,ING 5EKM CO3 c) W EX15TING GRADE -j F - PLANTING PIT. SEE 5FEC5 FOR W > EXACT REQUIFEMENT5, PLANTI G SOIL, AND PLANTING 501L 0 Pocket Park J U) AMENDMENTS. DOM. PROJECT NO:13.0018 RE MOVE E3UPLAP * STRING Ile f ROM TOP 1/3 Of ROOT 15ALL TWO TIMES DALL INDEX TITLE: UNDISTURBED 501L DIA. (MIN) Open Sjxce B 'A 3., Z61 Sf -1 SP6 Z 15� -C A .1 1, A j, rk_. �-IiTd il CD C) SHEET NO: 7 OF 14 20 0 20 40 60 r2-'� TREE PLANTING DETAIL ��N�OTTO ScALE���� SCALE: I" = 20' ATE: 08/13/13 D W Uj W W c U U U � — ��E E E OKS - 4 U C--� �> cj:� �> OA OB nD 615 615 LL LLJ 'nN� S c\1 A— C L) r" I, S 610 U') 610 0 E LC) C a) -IF - 0 4-1 11� 75 P 14 Lry 4� -LL V) (I) 4� —.—CL CN PR0P0$EQ-GR-AQE:::�-- CD 00 C) a < •c -c� - — — —F=I— cr- C-4 605 605 c IST.-GfW It J== _-j A Al c —>7< 610 n 610 E 600 600 Sr \ ---- W -_j -LO - T 0 Q B" DIP-WATERMAIN­ .38% cif �c n —[Zf STA-,'�ETT03733- -1­­ --- 605 U-) LO 605 595595 1-:5—Min. vx__ —F- -;I, -<- 1-,- 00 F 600 - __.SCJ 600 590 ><. -j 590 LLJ 0, 595 595 q e5 585 -j 585 CN C14 --1:7 15 -STOW -SEW. 12-3 1r" Lif -0- 590 --590 -j -i ��� 580 1 _3 8" )IP-WATERMAINAzL� ear� -- - r) - - STA-= -STX-=GT1-4-,G3- - - y4w. -IN-V-.=' 84-.4- -INV,�-588,78- - - AL 585 585 575 )TWH61 'Lon 575 ('Ipnr __j —CL-- ­ - -.I- 580 580 570 9:4 00 r� 570 "I < 114 C114 cl-I c14 Cx MIC MYERS --------------- ------------------ 575 575 Li . No. 33028 565 565 EE —try --C:)- CD to Oil cz� It ,- co- U') -Po— —cq ci D-Ixt- 4� CD . . ... ... ... . .. 471 570 It 11 570 560 In 10 560 03 .1 U-3 6 C5 IL-11- if if S10NAL If- 8-�� i- ::- _;> ::- If- M -m— if - (n 565 1555 565 555 -OVO 0+00 1+00 -0130 0+00 1+00 2+00 3+00 4+00 5+00 co LU LU rt-,N� SANITARY SEWER PROFILES SP KORIZ. SCALE: 1"=30' z VERT. SCALE: 1"=10' CD EX. EX. Lj 0 T-6)1 6 JA 02 30 610 610 D08 05 610 - -- - - - -------------- 00 ---- - ------ -------- CD- —CD- ........ —Lr)- -_j D:f LEI- LO Go ------- cn_ M 605 LO e U-) )5 CIS 605 605 LO U-1 U') M R5— — ------- <- pry - M CD 600 600 M ------- - ------ 4- -CL- )0 600 V It cl ........ LU z j U -I 595 )5 -PROPOSED-GRADE==� 595 595 . . ....... . ------- - ----- - --- -EXIST.I.GRAI -- -- 24:3-3- -1-5-FIDIPE-11ID-1-3-7-76 CQ 590 . . ....... . 590 cQ )0--- --81:11 Y-ING 590 =1400-:54 �5) - --- - - - ---------- - Clear-- - --lN-V,-=-58 �0 ­ - ---------------- rn 35 6 83 8 585 585 585 -4 -"HDPE­@-193% Iii --B-PVC-� AN-.K--1NG-- M 30 C�-Mirf,. -Clear -5-TAz=1-+- 4-.51 580 580 580 U) - ------ ----------------- - - - ----- ------------ .1-3L 15" FIDPE 0 . ..... . c:) ��R E P- —LA C E- EX 25.-15' OF -1 575 cr) U L) 75 PIPF-VATH-94 -H[)PF-0-9 7% EVC -SMI X 7 575 575 C1 STA. - 1 t 05-. 46 cs- —IN -V=582.2 1 570 70 570 570 E L) to ------- to_ .......... -------- CDI - 00 -C) Do (71 ....... 00 . ........ ?E� �c"q LO -1-3 to CO In In 00 'M C:) ­­. 2 -0.0. -- to 565 111 565 i5 y I to to 4- -11-In— 565 +------------------- .......... 6i i0 —v) 19-9�--�cn M ;e V) 560 560 1� cn 560 :z 0+00 1+00 0+00 1+00 -j i cQ n .1--:0 LU (�2STORM SEWER PROFILES f:4 SP7 HORIZ. SCALE: I"=30' VERT. SCALE: 1"=10' O E -1 610 610 C) E—I 605 c`1 - - - ­­­ - 605 E-1 - - - -­ - - - --- ----- - - - - -- P4 END EXIST. -GR DE=\------------- 600 600 �-D-Q cD STA.=!T-1 3.7 Cover 595 ­­ - -- - -NP�-WKTERM AIN----"- 595 00 8" ev *C0 E --i _STA. =-2-+95:89----------- -- - - - ----- - -- - - - - ------- Ln - - ------------- 590 -Vi NIEMAN — --- ------ 590 U11 E ­i E ­i �D .. . . . ...... -------- in- 585 - - - - - --- - - -----­­--- ----- ­ "j 585 .j ICH. UJUU1 ly CD LLJ r---) F-1 - - -- - - - -------------------- 00 Ln ------ 580 580 C11,1 LLJ E-4 CO PVC -SAN. -SEWER— Ln F-- -STA,=0+82, cr) 78 -------- -- -STA =0+85-28--- ------ ------- �-EE' 575 575 II 6i Li 570 . ..... —THRUS-T BLOCK -A -T ---WATERLINE--------------------- - - - -------- - - ---- 570 ------..-.-.-...--�.,---BENDS--AS--NOTED=S E-DE-TA1L-------­­ ---------- ----- -- . . . ........ C,4 - ----- ------ - 565 . ..... . . - ----- - - --------- 565 -0 r3o 0+00 1+00 2+00 3+00 4+00 DOM. PROJECT NO:13.0018 qV INDEX TITLE: L1�7) Utility Notes: SP7 Minimum Cover Over Watermain San. Sewer: 3' ceff ---8 -cl �4,4& z E T_ --- ----- - ----- 7 Minimum Separations: WATERMAIN PROFILE SHEET NO: 8 OF 14 Sanitary Sewer & Waterline: 1.5' ��SPJ7 HORIZ. SCALE: I"=30' All Other Utilities: I' VERT. SCALE: 1"=tO' DATE: 08/13/13 3 Mm rn uJ SII O O 3 Mm uJ SII 3 Mm uJ 3 Mm JUCSU(CHUC 0 VUU 1 95% COMPACTED 21A 3 LIGHT DUTY PAVEMENT SECTION SPS NOT TO SCALE 0.5' 625 620 615 610 605 600 595 590 585 58C 575 57C 5K 56C 9+50 10+00 10+50 11+00 95% COMPACTED 21A HEAVY DUTY PAVEMENT 4 TYPICAL ROAD SECTION - KINDLING LANE SP8 NOT TO SCALE Variable Width Private Street 8c Utility Easement* 20' Curb To Ribbon Gutter - x-1.5" SM 9.5A ,,, ,n,,. COMPACTED—/ SUBGRADE 95% COMPACTED * See plan for Private Street & Utility Easement location. ** See plan for road cross slope direction and curb location. 8" VDOT 21A HEAVY DUTY PAVEMENT TYPICAL ROAD SECTION -FIREWOOD CIRCLE SPS NOT TO SCALE 11+50 1 FIREWOOD CIRCLE PROFILE SP8 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' Ribbon Gutter** 1' Deep 3500 PSI Concrete 12+50 625 620 615 610 605 600 F 595 590 585 580 575 570 565 13+00 13+50 14+00 14+50 625 620 615 610 605 600 LANE INTX. 18 595 590 585 580 575 570 565 15+00 > _ �e o \ L V � C N N � � n QtQ- c C vn o . 0 C V I O V v- N � s - - - - RTICAL CURIEP- VERTICAL;CURVE 1_-- # w -RMC LL_CURVE-#2-- VPI -STA -=-10+72:00 - I STA.-� 11-+08.00-- VER�ICAL:_CUR-VE-._#5 f EL = 598:34 VPI -STA -=-11+56-25 - _- _V __ _ _ • VP1__EL.-592.90 -LEN_= 10:00' VP -_EL-=595.18. LEN : 44:00'-- K- --- K-=-'9:20 V- -=--28:00' VPC_ -=5-.86 LEN __-_ D-=-239..-75 VSD - L__600.27 - = 10.00'— =-544:58- U W 2 VPI STA-41+06-.00t—VE EL592:65 RTI OAL- OURI,,E- ISTA = 1�8;. VPITA- =-12+24:©O-- c)�VPI�EL = 59.7:93 VP{TA-© 1m _�_ VPIEL-59 +89.OF} VERTI�".� C'„�R'�-- VI?ITI L73 0 VRI -STA = �4+21:50- VPI E[ = 60:T 35 - VER.TICQI�CIVE.,1_.-- VPl .7.0_ - - U E� VPI STA 10+15.00 y �l=�! ----! 0 90 K-+---- VSD 5:20 -539r24— LEiv`-= 28:Cia' x--53:08 —K-= 10:82 uSD-=498 3 K-1 9:23- VSQ-=-706= _ _.._—LEN-= VPI EL 600.54 30-.00' ----------K 1--=-45 03 =--5.85 'VERTICAL -CURVE -410— VP TA --a 4+55 i1S VSD -=-325 69- PQ w A O m _ — U - _ �A� _ — -VER -1-1 EUR VE r2- _TA _=_..TV+_B.-00 - VPI-STR -41t VP_LEL :.594:06 _ 4;00- _ __ U 007 �ikl ;= fii) Ott _VPF-S m A 00%0 t _ —_ _ - REWOOD-CIRCLE-INTX. - --- -- - $' STA:=11+71.25- C) U) W ELEV:=592:60 VI - 32 uh -- -- -- C2 O�.y --------- ---- ..... .. - - - _ _ -- -- _...,. -- ----- -- . -- r- --L-LIJ-= 46:00 := : = _ _ _— _�-K-=-15.34------- __ ---VSD =--1385.40 _ — _ __— - - - - -- -- - _-- �. — -._ .. 1:00% _ = __ --- - ------ - - . - _ - -- PROPOS __ - - - - - --- _ -- --- _ -- — _ _ _ _ - - --- - - EXfST-GRADE _ .._ -- _ _ ___ _ ..... - _.____ -. -. _-_-_ ----___-- .•. _ ___ _____.._._.._ _ _ __ PROPOSED -GRADE — _ __z__._ -.__- _-- ---.:_..-ECFV.=601:2 -O . U _ ._ LAUREL PARKLANE INTX- _ - STA.=10+00.00._._ _-p -_- -----_-._--._ _____ _....__._5 -_....._._..-- p ---____ ... _.._ .. _- __..__..._.. _ ... _. __-_-__ _.._ -- ....... .------- - _...- --- - -- --- -- --__-. __-_-. _ .._----_------ --__--- _-_-._ _ -_ - ------__--__ _.__ _-_-- - _ _ _ _..__ _ _ - _ _-- ._.. ---...----_-___ _ -- ---..: __ - _-z r;_ _� ,+� ..__ �. --. _ __.---- - - - - - r2O _..... - ... - - Q..__...._ ---- __ _ _._. -KNIDUNG LANE INTX ._ STA.=11+05.61pr _ _ _- _. - - _ - -- ----- ._.._... - - -. - - .._._ ._ _ _ - - _--- _ --_ _ _- -- - -. _. .—__.- --� J - ._....... O O =O . -- ._ - O - .._ --O _ O_ _.._._ _ .. _.._._. __._.__ � O LO ...... _ ... - _ _ -- .-----_---- .._ - _. - _ .__ _ _ - - - --- O p -p -- -Z ._ _ — toM . _ _._cv . _ _ cs £? _�? p __ -% N _ _ _ - nj (° M CV r\ cV---- 00 rn— _ ^ CN - -- - _ II- _... _ _ _ C" -_ �- --- _ It CQ .---_ . _ _... _ _. __- O. _ _. .-..� -_ ¢ `' . ¢ cO. w ¢ d ¢ .cam 4- ii SJ ------- — _ — - -- _ _.It _ -_ - .._...�----II —_ .It-----_ II ... _. o .—._ cam.. ..— p--. — .--c7r.. . CV ___.. � N-� N... 00 . _� SZ? .- �- � �' c7-� M._ - r.... -- tc) wc7...- - _ It - - `� li. _�I ¢ U) O —.. - J. _ _ !'_!_— _------- ---- - J F_kms N I -LO W - � _.. —_ J w _...__ f- _.. —_ ._ Cn � (� _ W Sn U.0 tr_t C+"9 _— h- J w —. _ . —F - Imo_. — ¢ — __..__F- -------N w ----- - —_ _— -- mp— tri --—F-_.— 11 WE-A 1711.1 a.' _ O .... _ -- —h --. tt ¢ iL_._.__. E- - -- ---cn -- - J-- _.. _ _ w— -- -- �- ... _� �- . �- —. _. _ - — x� — _ __--- — - -- --- --- .. ---- _._... - _ - - - - -- . --_._ — --- - - - --- - _ _---- - - — -- -- - ---- - -- -- -- — - ------ _ - ---........._.......------ ..................._--cn w-� n ! �s t� v ....... - _....._ __. — — -- �..---- _ ... - -- --- - -- ----........ - .- _....-_.........----- --.._... H _._ _......_.._._. _ - -- - - ._....._._._._......._..-..__. _..... -- -...- - --------------------.__.__...__..___ U ? _ _ - .........._.�i._ _._................-_..... _ _....._......__.... _ .... - - --- - ---- -- _... ----- -- --- ................. -- - ...._.. - - _ --- -- -- _._........._.._...._.... __- - - - _ ......_.... - _...__.._...-..... _...._... -._........._..._.. --- I--- Ln M [­_� 0000 CD Ln O O o0 0� 00M Ln -4- CO 1'-- -0-) N N 0)0-) Lr-) Ln d- d r- u7 4 0")M I Lc) Ln CD 00 00 0") o0 Q6 MM Ln Ln C0 CD 0) r-- 0� 00 0-)o Ln Lncfl 1\ 00 r- 0� M0 Lnc0CO� Ln 0-) rl� N O 00 (_0(_ 0-) CD Cn 4 O 00 N L Ln 00 r_� O 00 1,:_0 �0cfl Ln T- 9+50 10+00 10+50 11+00 95% COMPACTED 21A HEAVY DUTY PAVEMENT 4 TYPICAL ROAD SECTION - KINDLING LANE SP8 NOT TO SCALE Variable Width Private Street 8c Utility Easement* 20' Curb To Ribbon Gutter - x-1.5" SM 9.5A ,,, ,n,,. COMPACTED—/ SUBGRADE 95% COMPACTED * See plan for Private Street & Utility Easement location. ** See plan for road cross slope direction and curb location. 8" VDOT 21A HEAVY DUTY PAVEMENT TYPICAL ROAD SECTION -FIREWOOD CIRCLE SPS NOT TO SCALE 11+50 1 FIREWOOD CIRCLE PROFILE SP8 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' Ribbon Gutter** 1' Deep 3500 PSI Concrete 12+50 625 620 615 610 605 600 F 595 590 585 580 575 570 565 13+00 13+50 14+00 14+50 625 620 615 610 605 600 LANE INTX. 18 595 590 585 580 575 570 565 15+00 9+50 10+00 10+50 11+00 2 KINDLING LANE PROFILE SP8 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' FIREWOOD CIRCLE & B ARE TO BE PRIVATELY OWNED AND MAINTAINED 11+50 625 620 615 101111 605 600 INTX, 595 61I11 585 580 575 570 565 12+00 > _ �e o \ L V � C N N � � n QtQ- c C vn o . 0 C V I O V v- N � s - - - - RTICAL CURIEP- VERTICAL;CURVE 1_-- # w -RMC LL_CURVE-#2-- VPI -STA -=-10+72:00 - I STA.-� 11-+08.00-- VER�ICAL:_CUR-VE-._#5 f EL = 598:34 VPI -STA -=-11+56-25 - _- _V __ _ _ • VP1__EL.-592.90 -LEN_= 10:00' VP -_EL-=595.18. LEN : 44:00'-- K- --- K-=-'9:20 V- -=--28:00' VPC_ -=5-.86 LEN __-_ D-=-239..-75 VSD - L__600.27 - = 10.00'— =-544:58- U W 2 - - - -- -- - , � 1 - - U E� W v - PQ w A O m U __ U 007 m A 00%0 EIREWOOEGIRC _ - REWOOD-CIRCLE-INTX. - --- -- - $' STA:=11+71.25- C) U) W ELEV:=592:60 uh -- -- -- C2 O�.y e+-�1 W PROPOS D -GR —_ DE - -- -- -- N r- - - — - - -O c cm - .- 00 Lfi 1714 , .-It _ ^ - U .•. 1,0 _ -O . U C) _-p ... ej LO - - O�pto ONO. 4SL-t- + C- O (~/L U W_ U ,Q-li Cntd' - - J.J. GIM) LU___ --- - - J --. - - - - .--i Chi C+'� O � O (P11� N(D 0-) Ln N O 11�N X00 0-) 0-) Ln L -n d- (D cfl0O 1' 0-) OF) I L -n Ln N CD00 6r� CD CD Q0 (01(_0 IS O 9+50 10+00 10+50 11+00 2 KINDLING LANE PROFILE SP8 HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=10' FIREWOOD CIRCLE & B ARE TO BE PRIVATELY OWNED AND MAINTAINED 11+50 625 620 615 101111 605 600 INTX, 595 61I11 585 580 575 570 565 12+00 MIC F. MYERS loc. No. 33028 rd �o -Z www S19NAL E� > _ �e o \ L V � C N N � � n QtQ- c C vn o . 0 C V I O V v- N � s m E c W 0 MIC F. MYERS loc. No. 33028 rd �o -Z www S19NAL E� SHEET NO: 9 OF 14 DATE: p8�13/13 A \ m 0 Y U W 2 U � O � 1 U E� W v PQ w A O m U U m 0 W z C) U) W A O\r C2 O�.y e+-�1 W W z O O U � a V U w J LL .--i Chi C+'� O � � O v P,E-1 CD X W 'di O W O WE-A 1711.1 a.' C Q H O w �I W = DOM. PROJECT NO:13.0018 INDEX TITLE: SP8 SHEET NO: 9 OF 14 DATE: p8�13/13 f GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THF) RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9• ACCO ODA CONCRETE TUR I KREQUIRE EC�yT�S OFEANTICIPATNEDHEAVYCE ATIRUCKNOT TRUCK REFER TO FOR CONCRETE DEP. MMERCIAL ENTRANCE (HEAVY 10, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH CG -12 TYPE B PARALLEL 120 V -ac \ V MIN - AT X , 2" HIGHER THAN EDGE OFPAVEMENT W AT K , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 1.6" - 2.4" TRUNCATED DOME C -C O 0 O O O 0 0 0 0 0 0 0 0 0 I 0 0 0 0 0 0 0 O O O O O O OT :r oa0000000000000_ + N y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 o U O N _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z 011 .2 - I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 50% - 65% OF BASE DIAMETER I TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.911 - 1.41' VARIABLE BASE DIAMETER 4' MINIMUM. -PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG -12 DETECTABLE WARNING SURFACE sIf REV. 7/06 GENERAL NOTES 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION E 1 CG -12 DETAIL P10 NOT TO SCALE For use on FIREWOOD CIRCLE Cul -De -Sac only. K'_4ROLL TOP CURB DETAIL SP10 NOT TO SCALE L, / ri ^ » Roll -Top CG- 6 - Roll Top Transition D Q0 2 4" 2"R CG -6 1' 3' Typ , -�� Typ . Transition Flowline �J CURB TRANSITION DETAIL P10 NOT TO SCALE Line Inlet DnStm Drng Runoff Incr Total Inlet i Total Invert Invert Line Line Line Capac Vel Pipe No. ID Ln No Area Coeff CxA CxA Time Inlet Runoff Dn Up Length Slope Size Full Dn Travel SI, Sw SI, Sx Depth (ac) (C) 5. ALLOWABLE CRITERIA FOR THE USE OF Inc (min) (in/hr) (cfs) (ft) (ft) (ft) (%) (in) (Cfs) (ft/s) (min) 1 1 Outfall 0.20 0.73 0.15 0.99 5.0 6.70 6.43 579.03 581.31 24.33 9.37 15 19.77 14.38 0.08 2 1A 1 0.17 0.89 0.15 0.85 5.0 6.70 5.51 581.51 583.36 26.13 7.08 15 17.18 6.45 0.10 3 2 2 0.49 0.77 0.38 0.70 5.0 6.70 4.59 583.56 584.99 68.79 2.08 15 9.31 5.97 0.30 4 3 3 0.40 0.80 0.32 0.32 5.0 6.70 2.14 585.19 589.98 34.39 13"93 15 24.10 3.21 0.33 5 4 Outfall 0.06 0.71 0.04 0.35 5.0 6.70 2.25 583.57 584.99 45.36 3.13 15 11.43 7.14 0.41 6 5 5 0.37 0.82 1 0.30 0.30 5.0 6.70 2.03 1 585.19 1 588.23 57.74 5.26 15 14.82 6.02 0.58 r_2_� STORM DRAIN CALCULATIONS �10 Inlets Line Inlet Drng Inlet i Runoff Incr Q Q Q Inlet Curb Junct Gutter Grate Cross Cross Gutter Gutter Tot No. ID Area Time Inlet Coeff Q Carry Capt Byp Eff Len Type Slope Width SI, Sw SI, Sx Depth Spread Cap 5. ALLOWABLE CRITERIA FOR THE USE OF Inc (ac) (min) (in/hr) (C) (cfs) (cfs) (Cfs) (cfs) (%) (ft) EI (ft) (ft/ft) (ft) (ft/ft) (fuft) (ft) (ft) 1 1 1 0.20 5.0 5.19 0.73 0.76 0.00 0.76 0.00 100 8.00 Curb 0.023 16 0.083 0.020 0.18 2.51 GUTTER MAY BE CONSTRUCTED 2 1A 0.17 5.0 5.19 0.89 0.79 0.09 0.87 0.00 100 6.00 Curb Sag .... 0.083 0.030 0.12 1.40 0.12 1.11 6.4 3 2 0.49 5.0 5.19 0.77 1.96 0.00 1.91 0.05 97 12.00 Curb 0.030 .... 0.083 0.020 0.23 5.21 7.7 4 3 0.40 5.0 5.19 0.80 1.66 0.00 1.62 0.04 98 12.00 Curb 0.042 EX -61 0.083 0.020 0.21 4.11 6.38 27.89 5 4 0.06 5.0 5.19 0.71 0.22 0.05 0.27 0.00 99 6.00 Curb 0.046 ST -2 0.083 Q020 0.11 1.28 6.78 4.75 6 5 0.37 5.0 5.19 0.82 1.58 0.00 1.52 0.05 97 12.00 Curb 0.053 .... 0.083 0.020 0.20 3.56 ....... ............... ...,.,.,. LD -229 Storm Drain Design Computations 3 STORM INLET CALCULATIONS P10 �. 1 .._-- .---.-..___ i l 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. _. Route: Laurel Park Ln / Timberwood County: Albemarle Description. Pipe Calculations ;Prof: Hollymead Towncenter Block C4 ! DiEAct: i From To Point Catch Runoff Inc OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL Accum Tot Tot Tot Up Dn Pipe Inv Pipe Pipe Velocity Flow time Point DRAINAGE LAYER, THE BOTTOM OF THE CURB A Coef AC AND GUTTER BE CONSTRUCTED PARALLEL AC Tc Int Flow Inv Inv Len S Dim Cap 5. ALLOWABLE CRITERIA FOR THE USE OF Inc CG -6 IS BASED ON ROADWAY CLASSIFICATION (ac) AND DESIGN SPEED AS SHOWN IN APPENDIX A t 4„ � (min) (in/hr) (cfs) El EI (ft) (°!°) (In) (cfs) (ft/s) (min) 1 2 3 4 P n o 0 5 6 7 8 9 10 11 12 13 14 P P P D D D P o o 15 16 17 * Existing structures from Approved Timberwood Drive Road Plans & updated using information from approved as -built plan. GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF *� Flow of 12.17 cfs was added to EX -61 total flow from EX D8. Flow of 6.54 cfs was added to Exist. EX -62 from ST -1. 21_0 SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 711 ** EXuctures in bold font denotes proposed EXuctures. All other EXuctures are existing. n 9-� \ EX -65 EX -64 0.32 0.85 0.27 0.99 6.0 6.54 6.51 ..................... ... ::> \ 3 ............... 590.68 586.92 177.86 .......... \ 2.1 15 9.4 8.3 0.4 EX -64 EX -63 0.13 0.90 0.12 1.11 6.4 6.44 7.13 584.21 581.72 78.40 3.21 15 11.6 10.1 0.1 EX -63 EX -62 0.35 0.80 0.28 1.39 6.5 6.41 8.89 580.35 579.73 43.19 1.4 18 12"4 7.7 0.1 EX -62 EX -61 0.021 0.65 0.01 1.40 6.6 6.381 15.47 578.63 578.11 25.15 2.1 24 32.8 10.3 0.0 EX -61 EX -60 0.04 0.90 0.04 1.44 6.6 6.38 27.89 575.49 573.59 85.99 2.2 2433.6 11.5 0.1 EX -60 ST -3 Outfall 0.11 : , � ST -2 0.40 0.90 0.10 1.54 6.7 6.35 28.49 , .... 0.80 0.32 0.32 5 6.81 2.18 572.92 563.06 .......,. ::r:::#:: ; ............................ .I:i.3. 3#.:.::.:5.:.g.3.'.+..,2.t`;.5.„.. .. 589.98 585.19 85.35 ......., :;i.:�. 34.39 11.6 24 77.1 21.5 ':: 111111 ,1::..:.. 1111 •.:..........::::::::: .:.:::::; iii i;, 13.9 15 24.1 6.4 0.1 :>:::::::,55;i ii ii ii:'i+i:ik:;:i•: •i;::.iiii'.ii:.:::::ii+i'oiiiii::.i:::jii>iiiiiiiiii'i:;; 0.1 ST -2 ST -1A 0.49 0.77 0.38 0.70 5.1 6.78 4.75 584.99 583.56 68.79 2.1 15 9.4 7.7 0.6 ST -1A ST -1 0.17 0.89 0.15 0.85 5.7 6.61 5.62 583.36 581.51 26.13 7.1 15 17.2 12.5 ST-1EX 62 - 0 .20 0 .73 .15 0 9 0 9 5.7 6.61 6.5481 3 5 1 579.03 24.33 9.4 15 19.8 14.4 0 ....:..;..:....i:...;....:..,v... ...+:.,...:....+:....♦.....................................n.........:..:... i.:..:n... . EX -71 '�4 :;.......i v:a♦.i. a>,ioo^'..:. ,t.....:.....,..5....2.....:.i,n..,,.va...,.:\\♦i.,♦.,5. ,. ia»io'♦i;i.,. ii..i:.oi..si.,.. i:.n'.c..i.'.:.:.i..:.5... : n, .♦.::i.:i:i:i::;::.:.:.:.......:.:.:...•i. >i.:.:i.:.:i.:.:i.:.:>.:. ::>::>:5::5>::55555:#;•i..i..:..i..:..i..:..i.. )i..i...ii:::.....:�.c...i;... : .:..,,..ti... .. .;.a...........i..:.:.:.:.:.:.:. :...i.;,. .i..:. .n......\,..\.n�..:\.♦.. ;..q...o.....3....^.....?....r. ,....;♦>.ai,<.n\a`:....i\ay.a..: ,\..... , ....> t:.::or.a:\. �.`\..,�....\._.\\.....'.'..;,,.. �.;v;a.`;. \,:.2,\a2» :,5.,:. »,: ^...........,.,..:.. n...... .♦..... \....,.. .\. .♦:. ,a. .. \a...\\.•.'1\ai A�,.i,, 2.an'..i....;....R.^.......' EX\ , 0.25 0.90 0.23 0.23 5 6.81 1.57 :......:.:.:.......................................................,..:::;::::::::::::::::::::......i t;::>:i:i:i:i ii>. 600.30 599.72 . 57.10 , aim.... ^, ...::::. ::::::::::::::..::::::::::::::::::.:::::::::::::::::::::::::•. 1.0 15 ,,..::::::::::::..::..,,..:.:.:.:.:.:.:..:::. a\�'.`\\♦`.,:.;:..>:: 6.5 2:.i:.i::.i:.i:.i:.i:.i:.i:.i:.i i:.>.:i: 'i:::.i:i.l. £': 4.3 .:::.:.:.:.:.:.:.:.:.:.: .•i:.yii:.yii:;;:y:i:y:i:y:i:'::..s. :5:.:t.:.;i.. :::::::.: :': 0.3 EX -70 EX MH 0.43 0.90 0.39 0.62 5.3 6.72 4.17 599.74 594.50 142.14 3.7 15 12"4 9.1 0.2 EX M HST _ -5 0.92 0.80 0.74 1.36 5.5 6.67 9.04 594.30 588.43 81.13 7.2 15 17.3 10.2 0.2 ST -5 ST -4 0.37 0.82 0.301 1.66 5.7 6.61 10.98 588.23 585.19 57.74 5.3 15 14.8 13.3 0"2 ST -4 EX D8 0.06 0.71 0.051 1.701 5.9 6.56 11.191 584.991 583.57 45.36 3.1 151 11.4 10.6 0.2 EX D8 EX -61 0.191 0.85 0.161 1.871 6.1 6.51 12.171 583.571 578.01 110.66 5.0 151 14.51 13.21 0.2 r8_'N \qSP1 LD -229 DRAIN DESIGN NOT TO SCALE ADEQUATE OUTFALL SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 502 REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 6 CG -6 DETAIL SP10 NOT TO SCALE 411 a :- 15" ._d• MIN •.i _ - 1811 `1 . G •Q MAX. SPECIFICATION RffEfOU 105 02 2" R a .a a - . 6,1 A SEE NOTE 4 a - 6" RADIUS SURFACE BASE NOTES* 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FACE OF�CURB) PL BE PAID FORE AS RADIAL LESS (ALONG 4.TE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 311 (1511 DEPTH) OR INCREASED As MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB'LLL COINCIDE WITH THE TOP OF A COURSE OF THE PAAVVEMENT 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. 5. CG -2 IS TO BE USED ON ROAJ A��yYS MEETING THE APPENDIX ATOFFH THEG-6 AS DOT ROADESIMANUAL.. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 7 CG -2 DETAIL_ SP10 NOT TO SCALE �E0 U oQ�o2 1=>m� ° 0 jinn a no N L -- U T M C F. MY Li 330 28 ONAL i A m 0 w Y U Lu U rn U Z � p'� U U V2 M W w A Z � U 0 a� V i= M 0 w z W 0Q0 r- � H A w CD Cq CD iA qW VJ J A � o C U a U U LLi Z Uj� Z Cu Q'7 o� H E-.,, o W E--1 O O H W N 1 C> F- I-- � W DOM. PROJECT NO:13.0018 INDEX TITLE: SPIO SHEET NO: 11 OF 14 DATE: 08/13/13 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4- FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A t 4„ � 2" R OF THE YDOT ROAD DESIGN MANUAL. i p 6" _T P n o 0 0 P D P P P D D D P o o P D i _- - - - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6,1 21_0 SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 711 IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 502 REV. 9/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 6 CG -6 DETAIL SP10 NOT TO SCALE 411 a :- 15" ._d• MIN •.i _ - 1811 `1 . G •Q MAX. SPECIFICATION RffEfOU 105 02 2" R a .a a - . 6,1 A SEE NOTE 4 a - 6" RADIUS SURFACE BASE NOTES* 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 FACE OF�CURB) PL BE PAID FORE AS RADIAL LESS (ALONG 4.TE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 311 (1511 DEPTH) OR INCREASED As MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB'LLL COINCIDE WITH THE TOP OF A COURSE OF THE PAAVVEMENT 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. 5. CG -2 IS TO BE USED ON ROAJ A��yYS MEETING THE APPENDIX ATOFFH THEG-6 AS DOT ROADESIMANUAL.. SURFACE BASE SUBBASE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 7 CG -2 DETAIL_ SP10 NOT TO SCALE �E0 U oQ�o2 1=>m� ° 0 jinn a no N L -- U T M C F. MY Li 330 28 ONAL i A m 0 w Y U Lu U rn U Z � p'� U U V2 M W w A Z � U 0 a� V i= M 0 w z W 0Q0 r- � H A w CD Cq CD iA qW VJ J A � o C U a U U LLi Z Uj� Z Cu Q'7 o� H E-.,, o W E--1 O O H W N 1 C> F- I-- � W DOM. PROJECT NO:13.0018 INDEX TITLE: SPIO SHEET NO: 11 OF 14 DATE: 08/13/13 M East Jordan Iron Works 00104316 Al A (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 1" F_ [25mm] 2" (51mm) LETTERS (RECESSED FLUSH) (2) CLOSED PICKHOLES 1 1/2" / \.(2) CORED PICKBARS 1 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2" [699mm] [38mm] 26 1/4" DIA 7 [667mm] [178mm] 1 1/2" 26" DIA 1660mm [38mm] 1/4" (6mm) DIA 3 1/8- 24" 60 DIA I NEOPRENE GASKET [79mm] l" [606mm�1 28 7/16" DIA I 5/8" [722mm] ^'1 [16mm] 23" DIA [584mm 36" DIA 25" DIA [914mm [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION MANHOLE FRAME AND COVER DETAIL NOT TO SCALE SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE NOTE: CONTRACTOR TO CORE DRILL INTO EXISTING MANHOLE TO MAKE PROPER CONNECTIONS PER DE`T'AIL FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA —� STREET SURFACE OR NON—PAVED AREA MErIll 1i M 1 2'-0„ "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED °3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"' MIN "0" RING SEALS d 16" MAX 12" MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING =--_ SEWER. A FILLETED INVERT FOR A SMOOTH ° g .• 12 FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEEN WITH STAINLESS STEEL INLET & OUTLET PIPE SHALL BE BAND PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) iA 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE / SALT ---. TREATED FINISHED GROUND —� MARKER SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN D � D BRANCH J H 0 MANHOLE WITH BRANCH TIE-IN DETAIL NOT TO SCALE EM E SPRI C NO. 68 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER — HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,,(ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED* 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE kyj �'J,S fIPNAL FRAME & COVER \ SEE FIG. S -I -D, E STREET SURFACE OR NON -PAVED AREA 0 SLOPED AREA 2'- 0" RUBBER COATED STEEL STEPS V -0" MAX © CAST IN PLACE PRECAST REINFORCED CONCRETE M 0 w �- Q'. ° SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL NJ 3'-0" MIN Y U w 2 U THE DROP CONNECTION SHALL BE ts DUCTILE IRON PIPE (CLASS 50) z 0 A. 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR U 12" MIN' BACKFILLED WITH SELF- COMPACTING 16" MAX STONE. 41 S' A a MINIMUM ELEVATION DIFFERENCE w A 12"MIN 12"MIN , ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET bs D° D' A FILLETED INVERT FOR A SMOOTH O U TRANSITION OF FLOW BETWEEN ;. INLET & OULET PIPE SHALL BE . Q PROVIDED. 12 D6 D Q �• .. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, U 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4• SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. S -1-C TD - 24 SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE NOTE: CONTRACTOR TO CORE DRILL INTO EXISTING MANHOLE TO MAKE PROPER CONNECTIONS PER DE`T'AIL FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA —� STREET SURFACE OR NON—PAVED AREA MErIll 1i M 1 2'-0„ "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED °3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"' MIN "0" RING SEALS d 16" MAX 12" MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING =--_ SEWER. A FILLETED INVERT FOR A SMOOTH ° g .• 12 FLEXIBLE CONNECTION TRANSITION OF FLOW BETWEEN WITH STAINLESS STEEL INLET & OUTLET PIPE SHALL BE BAND PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. SEWER SERVICE LATERAL CONNECTION NOTES : 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) iA 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 2' MIN 5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE / SALT ---. TREATED FINISHED GROUND —� MARKER SANITARY SEWER SERVICE LATERAL DETAIL NOT TO SCALE 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN D � D BRANCH J H 0 MANHOLE WITH BRANCH TIE-IN DETAIL NOT TO SCALE EM E SPRI C NO. 68 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER — HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ,,(ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED* 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE SANITARY SEWER INSTALLATION DETAIL NOT TO SCALE kyj �'J,S fIPNAL DATE: 08/13/13 A \ 0 M 0 w Y U w 2 U z 0 U w A } m IYi O U U M 0 w w o A o cq O V2 U O A C/3 Cn OZ r� U3 U A U U LLI Z: w 8 r(D o W[-Ir4 0 pq � W � E—+ U � � Q CD O w >---� � w w U) DOM. PROJECT NO:13.0018 INDEX TITLE: SP I I SHEET NO: 12 OF 14 DATE: 08/13/13 Y 3 I A'4I xx STREET APPROACH SAME SURFACING HIGH MORE THAN 1500 VPD GENERAL NOTES (RADIUS TO BE AS I o I C AS MAINLINE ROADWAY (SEE NOTE 6) C < 3 X 6 7. SHOWN ON PLANS) cn 8 7. CU.YD. 1. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE BEND o_ BRASS NIPPLE AND CAP L CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH - L O BE AS INNH T AASHTO POLICY AND THE APPLICABLE REQUIREMENTS / RADIXL COMBINATION PLANS) 2.50 OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 0.24 CURB AND GUTTE / CG-61(SEENOTE 2.00 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE 2.60 I 2.00 2.25 HEUIREMENTS CK CURB -�wSIDEWALK 22 1/2 1.50 TTURNING DEPTH FORFSIDEWALK & RAMPSHEAVY 2.52 wjTRAFFIC, I WITHIN THE LIMITS OF THE RADIISHOULD BE I (SEE NOTE 2) 6" w OPTIO6"INCREASED 1.50 TO 7". 2.50 FLOW PIPE 3. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 2" 90 3.66 OR 014 THIS IS TO THE RMAT EXPANSION v�BE EXPANSION ADJUSTED TOHETHE MOUNTABLE CURBDARD JOINT oJOINT 45 2.66 CONFIGURATION. 2.77 0.26 TYPICAL BLOW -OFF ASSEMBLY 4. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE , 8 NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. 1.66 USED WITH THIS STANDARD. 2.69 A rtJ 3.16 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 2.66 0.32 PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. 1.66 PLAN VIEW 2.67 0.13 ENTRANCE NOTES MAINLINE ROADWAY SLOPE 4.83 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 3.42 0.83 LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 10' PARABOLIC CURVE ' 45 THE ENTRANCE. EDGE OF SHOULDER OR 2.95 0.43 8 X MAX' SLOPE CHANGE 09 D 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE OPTIONAL FLOW LINE 22 1/2 - - - 2.58 R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION 0.24 - - REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE MAINLINE ROADWAY 1.83 2.33 - - - - - OMITTED IN THE ENTRANCE.) _ _ ^ - 8X MAX. SLOPE CHANGE i D 8. RADIA_ CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W UNE 5' MIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A B •s. T -r -- CLASS A3 e. e. •e. (HES) •e:. ti.°.�. •�• •e'. r -- CONCRETE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE D, DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD a% 3 % MEDIUM 500-1500 VPD < 3 X 6 7. LOW LESS THAN 500 VPD --56% 8 7. NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SECTION C -C SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES REV $'07 5D2 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 X 1 CG -II ENTRANCE DETAIL SPi 21 NOT TO SCALE FOR ALL BENDS o I45° max PLUG D J 2 7 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. NG AS M JIRED -� P 4 SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND o_ BRASS NIPPLE AND CAP L H T L H T � 90 2.50 2.50 3.01 0.24 VALVE OX UJI 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 , GRADE ALLOWS ...: n 11 1/4 1.50 2.00 2.50 0.10 PIPE 2" 90 3.66 3.16 3.21 0.48 DEAD END 45 2.66 2.66 2.77 0.26 TYPICAL BLOW -OFF ASSEMBLY SPI 8 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12 ' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. r5_'N CONCRETE THRUST BLOCK DETAIL P1 NOT TO SCALE KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A-423) AOR APPROVED EQUAL l _ 6' MIN (270') 7 CU. FT. #68 STONE NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' " r -VALVE BOX ti X 6" GATE VALVE 8" X 6" TEE 2500 P.S.I. CONCRETE . ` 14 BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE I 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 2 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL SP12 NOT TO SCALE 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/4 BEND COUPLING (IF REQUIRED) MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 (1 1/2", 2") BALL FORD N0. L02-44 (1") VALVE \ NO. L02-66 1 1/2") (INLET OUTLET: NO. L02-77 �2") 36" MIN. OR APPROVED EQUAL I CORPORATION STOP (1", 1 1/2", 2") MUELLER NO. B-25000 FORD NO. FB -600, OR APPROVED EQUAL 6 TYPICAL SEF PI NOT TO SCALE FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. DMPRESSION x 3/4" MALE PIPE COUPLING PPROVED EQUAL FOR USE ON DETACHED ;SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED., CAST IRON LID FINISHED GRADE III= BROOKS 2200 SERIES BOX WITH I�k EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS III.I COPPERSETTER �I McDONALD 20-209 WWDD 33 I� II OR APPROVED EQUAL - METER BRICK AS NECESSARY LATERAL INSTALLATION COVER LIFT NOTCH 12 3/8" C: WATER CAST IRON LID PIPE SLOT BROOKS (2 PLACES) 2200 SERIES 1" METERS) NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL. USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. 3 TYPICAL METER BOX SP12 NOT `PO SCALE z Z N U WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID BINGHAM & TAYLOR FIG. N0. 4905 (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE 41110 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. r7_� TYPICAL GATE VALVE P1 VRNTO SCALE SIZE BRANCH ^"'FI VALVE THE WATER MAIN WATER M.J. PLUG I\VV VnLVL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") 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 UNSTABLE SOIL S 4'IMI INITIAL BACKFILL 8„ 8„ 1 1N. MIN. RANULAR FILL AS )\M U APPROVED BY ACSA CK' STABLE SOIL OR ROC 3 STONE 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 S INSTALLATION & BEDDING P1 NOT TO SCALE O THREADED COUPLING ) L �NNd3 � PVC NIPPLE AND CAP PVC SLEEVE or o_ BRASS NIPPLE AND CAP ' 75 o�mm I LUBRICATE ALL THREADS THRUST BLOCK � m s �- METER BOX (SEE FIG. W-7) VALVE OX UJI O 1 NO. 57 STONE M.J. FITTING 7' T 2" PIPE SLOPED • .:' ' TO DRAIN IF , GRADE ALLOWS ...: n VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") 4 TYPICAL BLOW -OFF ASSEMBLY SPI NOT TO SCALE GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE SOIL S 4'IMI INITIAL BACKFILL 8„ 8„ 1 1N. MIN. RANULAR FILL AS )\M U APPROVED BY ACSA CK' STABLE SOIL OR ROC 3 STONE 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 S INSTALLATION & BEDDING P1 NOT TO SCALE Lic. o. 33028 41 s`� I ON A L 1.011 A o j_ m 0 Lu Y U W co U U c) H U CD w w m A CD D r� U m D w x 'r' Lu C CO � t•• A CD 2 CD .-4 O �i � m ¢ A U cn O � C/1 m U O U U W A U U d z w J z o � F� r , O o a w W E CD u W W � 0 w W N E­�_ F� u W E --i � � Q F-- 0 F- w U) DOM. PROJECT NO:13.0018 INDEX TITLE: sHEET No: 13 OF 14 DATE: 08/13/13 O ) L �NNd3 � C 'L 2 > 1 ( Lu E O ' 75 o�mm ��N .� m s UJI O Lic. o. 33028 41 s`� I ON A L 1.011 A o j_ m 0 Lu Y U W co U U c) H U CD w w m A CD D r� U m D w x 'r' Lu C CO � t•• A CD 2 CD .-4 O �i � m ¢ A U cn O � C/1 m U O U U W A U U d z w J z o � F� r , O o a w W E CD u W W � 0 w W N E­�_ F� u W E --i � � Q F-- 0 F- w U) DOM. PROJECT NO:13.0018 INDEX TITLE: sHEET No: 13 OF 14 DATE: 08/13/13 I-4,Mawr -- W ----- awas man I WV W W YYVV aurel Park Ln. �-_ Private Street g' W 35' Access Easement, 0 Now A - man A Gomm Sam d9 / � S'Pace C Ope1094 Sf 0• �``t�l'�.�zl i-,1 z Dimensional Drawings A.., .i € cous Fixture A B Max. Watt l[SIEII a Listed for wet locations MON-1 24.5" 22" 4001W 3.7 The Monterey is an architecturally designed luminaire that The Optical System is (CNC) cut and bent, providing precise combines aesthetics with high performance, segmented and consistent, multi -faceted 95 percent reflective systems for optics. IES types 1, II, 111, IV, and V. Verticle Lamp. The housing is designed to capture the rustic look and feel of The finish is a Quali-Guard® textured, thermoset, polyester the southwest, with its bell shape spun aluminum reflector powder coat paint. shade, and cast aluminum top cap. Ballast is factory wired and tapped to voltage specifications. The lens is a clear, tempered, flat glass, fully enclosed and All ballasts are CWA or HPF regulating auto transformers, gasketed, and is secured by an aluminum door frame. available in MH, HPS, and energy efficient Pulse Start MH. Model No. Optics Wattage Source Voltage Mounting Finish Options MON Model No. Optics Wattage Source Voltage Mounting Finish Options ❑ MONA ❑ Type I M ❑ 400 ❑ MH ❑ 120 ❑ Arm Mount ❑ Bronze ❑ Photo Cell (T1) (400) (M) (1) (AM) (BZ) (PC) ❑ Type II ❑ 350 ❑ PS ❑ 208 ❑ Wall Mount ❑ Black ❑ Quartz Restrike (T2) (350) (P) (2) (WM) (BK) (QR) ❑ Type III ❑ 320 ❑ HPS ❑ 240 ❑ White ❑ Vertical Lamp (T3) (320) (S) (3) (WH) *Convex Glass Lens (VL) ❑ Type IV ❑ 250 ❑ 277 ❑ Green (T4) (250) (4) (GN) ❑ Vertical Lamp *Flat Glass Lens ❑ Type V o ❑ 200 ❑ 480 ❑ Gray (VLFG) (T5) 0 '° (200) (5) (GY) ❑Single In -Line Fuse ❑ 175 ❑ M.Tap ❑ Silver (SF) (175) (6) Metallic (SL) ❑ Double In -Line Fuse ❑ 150 (OF) (150) ❑ Custom (CC) ❑ 100 (100) *Note: Please see Decorative Arms ❑ 70 section for Arm & Wall (70) Mount Arm selection For more detailed information on mounting, wiring, or installation hslructions, please consult factory. Note that it Poles are trot ordered with 9xtures, please spedty the mounting requirements. This document contains proprietary information of Visionaire Lighthng, U.C. Any use of this information requires the written approval of Visionaire Lighting, LLC. In keeping with our TQM policy of continuous improvement, Visionaire reserves the right to change any specifications contained herein without prior notice. f / 217 East 157th Street, Gardena, California 90248 Ph (310) www.v sl t 80 Fax (310) 486 nairel ghng.com 28 ALL FIXTURES SHOWN MEET IESNA CRITERIA FOR A FULL CUTOFF CLASSIFICATION ALL POLES AND FIXTURES SHALL BE DARK BRONZE i 20 0 20 40 60 SCALE: 1" = 20' �" :d' '. del \ ...,, �``'*•„`\ CO b.2 bQpen ace D \ o \ 1, 714 S f. 'tip 8' 'tel '\. `'`"•. B-3 `� 'moi ^ '..1 � -' - - o � � � a s • /� r \ "�`-".�`"�=-..=-_.�� = b.4 b.6 it.9 *4.7 *4. - N - - - - Q tt� b.2 b ! 1 b.1 A / d Q 41 *1.1 *1.5 *4.8 b.7 .7 - _ _ b.4 b.4 t b.3 b.2 b.1 \ �1b.0 a '. 6 *1.3 *4 b.3 .2 *2. *1.1 b.4 _b.3 b. b.2 *1.1 .0' b.9 b.1 .2 b.1 / b.0 .0 b.0 / b.3 *1.2 *1.6 b.9 6 b.6 b.5 .7 b.4 b.8 -bB -4 7 *3.9 *1.1 b.3 b.o // b.o // A b.4 1b.7 *1.2 12.4 *2.4 *3.8 *4.3 '2.7 *2.5 *1.2 *1.0 *1.1 b.7 * b.7 '3.6 b.3// b.1 // b.o .0 Kindling Lane \ / / a; •. \ 20.5 Private Alley 1" \ 4 b.4 b.8 +1 & Ut'��t Ea$1' *3.4 *2.2 *1.4 *2.4 *4.9 +3.0 '5.8 *4.6 *4.6 t.7 b.5 *1.9 / .2 b.1 • / a Vol \ / b.2 b.5 b.6 1b.9 `b.3 b.3 b.4 15.6 *b *2.2 *4.1 b.4 b.3 *4.3 b.4 b.0 '(/3 b // b.4 / d Open Space A B-1 \ b.3 b.7 1.1 *1.4 *4.2 U4'.9595 Sia *4.7 b.9 b.7 *1.3 '5.9 b.1 b.6 2. *1.4 9.1 *1.8 *1A .2 b.2 b.6 0 *2.7 *4.4 t.8O 1.2 b.8 *1.6 2.1 $.4 9.2 .8 1;.0 7 b / b.2 a d• B-4 / \\ \ b.2 'b.5 *1.5 • 'S.5 13.4 *4.8 4 b.7 b.6 *1.3 *1.8 0. *7.9 b.9 45.1 *1.8/ t. 5 b.1 / 1 jOl` A \ B-6 / / ',96 r0 \ *1.3 b• . . . . 9 '54 *19 9 b9 b9 *1.3 b. . .8 0 b2 2.2 0 7 .4 * / b / � PZGO / / / d A a • b.5 �l`Z.Xcoc *1.7 *1.3 *1.6 1.3 *1.2 b.9 .4 *1.2 b. 1 1.4 / b. // Os� n• 10.9\ b.2 �P *1.6 *1.1 *1. b.9 9.5 * .6 *4.6 1 *1.1 1b.8 3.1 *1. 3 / b.4 b.4 / \ B-8 • / \\ b.3 *1.3 2.4 *1.6 $.8 $.3 b.7 .6 *1.4 / b.7 b.4 b.3 / YY LIM `0) b,l '1A *1.3 b.5 no $.2 b.0 .8 b. b/d b.2 vc1o��\\ //AN *1.4 11.3 *4.4 *3.1 *1. 'h //-0.1 b.1 +4 °' , '" ' • y 100 b.3 b.8 b.8 1.0 .7 �.5 .3 b.1 / ' q0 /q 4 b.3 b. b.3 .4 b.1 // b.2 b.1 / 2 b.4 20 b.4 b.4 / 10.4 b.2 Q a (3Q \\\ \\\ .3 .6 b. b.3 b.4 // v �O 1 / f A NI) \ \ \*1.0 7 / b.4 / *1.4 *1.3 \ a d .40 ✓° e d 4: e ..a a \ `Cew� OO� v NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS OR PROPERTY IN RESIDENTIAL OF RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. A. p.8 *1.1 �• a d d..o• a� P.1 P.3 ' p.2 Pockej.1 Park p,2 A•2 j1.2 a b.o p.2 p.2 p.8 *1.1 p•7 p.3 to a a • d , v e d d• p b P.1 p.1 p.1 b.o b.o A• Open Space B fid• 9R1 b.o b.0 3, 4.b Sf b.0 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Waits Visionaire MON-1 VERTICAL POSITION mon- o B 8 [TEST]ODEN SIZE 1 14000 1.00 185 T3-150PS-VLFG ED17 1_T3_150�.ie ° s STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Holymeade C4 Apartments + 2.1 fc 9.1 fc 0.0 fc N / A N / A SURFACE SCHEDULE QNNcQ 6' C: Reflectances pQcp- c Name Front Back Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% Townhouse 5% 5% lam% /•/I LUMINAIRE LOCATIONS QNNcQ 6' C: C W pQcp- c 0 a) ■ � EN No. Label X Location Y Z MH Orientation Tilt X Aim Y Z 1 B 252.4 187.7 12.0 12.0 -0.3 0.0 252.4 188.9 0.0 2 B 298.0 211.1 12.0 12.0 187.2 0.0 297.8 209.8 0.0 3 B 149.3 238.6 12.0 12.0 205.6 0.0 148.8 237.5 0.0 4 B 178.5 156.6 12.0 12.0 231.6 0.0 177.6 155.8 0.0 5 B 245.0 28.4 12.0 12.0 -8.9 0.0 244.8 29.6 0.0 6 B 274.9 158.2 12.0 12.0 112.3 0.0 276.1 157.8 0.0 7 B 188.4 192.9 12.0 12.0 6.2 0.0 188.5 194.2 0.0 8 B 226.1 119.8 12.0 12.0 193.9 0.0 225.8 118.5 0.0 QNNcQ 6' C: C W pQcp- c 0 a) ■ � EN L � ca .E 0 W 0 Y i � i q va a� o,4�1 p e5 P O�O � MICHA, YERS Li . No. 33028 1-d � �0��1) ,j - ti��� SSICNAL d� 4 r , In Y U Lu S U O U HH N O U m U m 0 W z to CD (n LU t7J t` - A \ \ CD \ q O 4 '-+ O ,,0 Cn Iii ca J U U) Z Q z qq C F�1 U wC13 A rte- No U� U U z Lit, z M -0 LL. �CD El O Ii Z W Z O W E --i F-4 Q I--� W W r 2 DOM. PROJECT NO:13.0018 INDEX TITLE: SPt3 SHEET NO: 14 OF 14 DATE: 08/13/13